The URL can be used to link to this page

Home My WebLink About20227 77TH AVE NE_BLD1070_2026 2 3 4 GOVERNING CODES CODE DATA PROJECT INFORMATION I)YKD ■ MAN WAC 51-50 INTERNATIONAL BUILDING CODE,2012 EDITION Jurisdiction: City of Arlington,Washington BUILDING AREAS ALLOWABLE BUILDING AREA CALCULATIONS PROJECT LOCATION: 20201 77th Ave NE Building Code: 2012 International Building Per IBC Table 503 Arlington,WA WAC 51-52 INTERNATIONAL MECHANICAL CODE.2012 EDITION Code (WAC 51-50) BUILDING 1 Residential Units Floors Heigh l Area Total(SET tat 2nd 3rd Assuming no increase for frontage. 9 3 42'-4" 9,135 3,160 3,135 2,840 PROJECT OWNER: WD Arlington Investments,LLC WAC 51-54 INTERNATIONAL FIRE CODE,2012 EDITION PLANNING CRITERIA BUILDINGS 1 AND 13 1020 W.Casino Road Address: 20201 77th Avenue NE BUILDING 2 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd R-2 Occupancy Everett,WA 98204 WAC 51-57 UNIFORM PLUMBING CODE,2012 EDITION Arlington,Washington 98223 16 3 42'-3" 15,700 5,955 5,935 3,810 Tabular Area Per Floor 7,000 SF 3 Stories Allowed per IBC 504.2 WAC 51-11 WASHINGTON STATE ENERGY CODE,2012 EDITION Snohomish County Parcel Nos.: 00829100000103, BUILDING 3 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd Total Allowable Area per 506.4.1 21.000 SF 00829 1 00000104, 9 3 42'-9.. 9,140 3,165 3,145 2,830 Actual Building Area 9,135 SF OK raL 025269.3181 foe426.259.5242 ruww.dykemarr.ner 00829 1 000001 05 1718 Wd[Marine View DrWe everen,WA 98201-2098 NATIONAL ELECTRIC CODE,CURRENT EDITION 00829100000,06: BUILDING 4 Residential Units Floors Height Area Total(SF) Tat 2nd 3rd BUILDINGS 2 AND 12 00829 102001 07 12 3 42'-11" 11,745 4,100 4,075 3,570 R-2 Occupancy NFPA STANDARD 72,13,13-D,13-R 2002 00829 1000001 08 Tabular Area Per Floor 7,000 SF 00829100000109 BUILDING 5 Residential Units Floors Height Area Total(SF) tat 2nd 3rd 3 Stories Allowed per IBC 504.2 ICC-ANSI 117.1-2012 9 3 42'-9" 9,140 3,165 3,145 2,830 Total Allowable Area Der 506.4.1 21.000 SF Legal Description: Actual Building Area 15,700 SF OK FAIR HOUSING ACT DESIGN STANDARDS Plat Jay Three Two,Block 000 Lots 3-9 inclusive,City of Arlington Short Plat BUILDING 6 Residential Units Floors Height Area Total(SF) tat 2nd 3rd #MJ-97-0004 Recorded in Assessors File No.199910055001 Being a 9 3 1.-9" 9,140 3,165 3,145 2,830 BUILDINGS 3.5.6.7.AND 10 portion of Parcel"A"Exising Plat. R-2 Occupancy PROJECT DESCRIPTION BUILDING Residential Units Floors Height Area Total (SF) tat 2nd 3rd Tabular Area Per Floor 7,000 SF ZONING REQUIREMENTS 9 3 42'-9" 9,140 3,185 3,145 2,830 3 Stories Allowed Per IBC Zone: RHO(Residential High Total Allowable Area per 506.4.1 21.000 SF Density) BUILDING 8 Residential Units Floors Heigh l Area Total(SF) 1st 2nd 3rd Actual Building Area 9,140 SF OK Use: Multi-Family Apartments 12 3 42'-11" 11,745 4,100 4,075 3,570 (Multiple Buildings) BUILDINGS 4.8.9.AND 11 -CONSTRUCT 16 RESIDENTIAL BUILDINGS 1.33C BUILDING 9 Residential Units Floors Heigh l Area Total(SF) 1st 2nd 3rd R-2 Occupancy Lot Area: 349,523 SF(8.03 Acres) 12 3 42'-11" 11,745 4,100 4,075 3,570 Tabular Area Per Floor 7,000 SF -CONSTRUCT 1 COMMUNITY BUILDING W/3 UPSTAIRS APARTMENTS Maximum Allowed Lot Coverage: 75%per AMC 20.48-5 3 Stories Allowed Per IBC Density(AMC 20.48-5): Not Applicable BUILDING 10 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd Total Allowable Area per 506.4.1 21.000 SF -CONSTRUCTION OF ASSOCIATED PARKING Max.Building Height(AMC 20.48-5): 45'-0" 9 3 1.-9" 9,140 3,165 3,145 2,830 Actual Building Area 11,745 SF OK Building Setbacks(AMC 20.48-5): -CONSTRUCTION OF PUBLIC PARK AREA Interior Lot Boundary= 5'-0" BUILDING 11 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd BUILDINGS 14,15,AND 16 Right of Way line= 20'-0" 12 3 42'-11" 11,745 4,TOO 4,075 3,570 R-2 Occupancy -SITE DEVELOPMENT Landscape Buffer= S-0" Tabular Area per Floor 7,000 SF Parking Setbacks(AMC 20.46.070) 25'-0"from ROW BUILDING 12 Residential Units Floors Height Area Total(SF) Tat 2nd 3rd 3 Stories Allowed per IBC 504.2 Signage Setbacks(AMC 20.48-5) 10'-0"from ROW 16 3 42'-3" 15,700 5,955 5,935 3,810 Total Allowable Area per 506.4.1 21.000 SF C Parking Requirements(AMC 20.72-1): 2.25 spaces per unit Actual Building Area 11,430 SF OK C Mini Parks Required:(AMC 20.52.020): 65 s.f.per resident BUILDING 13 Residential Units Floors Height Area Total(SF) tat 2nd 3rd 6467 D E F F E RE D SUBMITTALS REGISTERED Permanent Usable Open Space Required: 5%of lot area 9 3 42'-4" 9,135 3,160 3,135 2,940 COMMUNITY BUILDING REGHITERE (AMC 20.52.030) Mixed Occupancy list Fl- CT Airport Protection District: Not Applicable. BUILDING 14 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd A-2 Occupancy Tabular Area Per Floor: 6,000 SF 12 3 42'-5" 11,430 4,060 4,035 3,335 Actual Area 1,500 SF 25%0K BUILDING CODE CRITERIA B Occupancy Tabular Area Per Floor: 9,000 SF T Y JAM S EWETT -FIRE ALARM BUILDING 15 Residential Units Floors Heigh Area Total(SF) 1st grid 3rd Actual Area 1.650 SF 18%OK S AT I OF WASH GTON - FRE SPRINKLERS-NPA 13 Occupancy Classification: Group R-2(Residential) 12 3 42'-5" 11,430 4,060 4,035 3,335 Mixed Occupancy Total Area 3,150 SF -ENGINEERED ROCKERIES AND WALLS Group A-3(Assembly) Mixed Occupancy Tabular/Actual Percentage: 51%OK Group B(Business)* BUILDING 16 Residential Units Floors Heigh l Area Total(SF) 1st 2nd 3rd 12 3 42'-5" 11,430 4,40 4,035 3,335 Residential 2nd Floor Type of Construction: Type V-B Per IBC Table R-2 Occupancy ' 1� GENERAL NOTES 503 COMMUNITY Residential Units Floors Height Area Total ISE) tat 2nd Tabular Area Per Floor 7,000 SF BUILDING 3 2 33'-11" 5,870 3'150 2,720 3 Stories Allowed per IBC 504.2 Total Allowable Area per 506.4.1 21.000 SF Park 77 Fire Resistive Rating Requirements (HRS) Actual Building Area 2,720 SF OK (IBC TABLE 601) GRAND TOTALS:182 Structural Frame: 0 UNITS= (35)1BR 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE THE Bearing Walls: (25)IBR+DEN WORK OF ALL TRADES INVOLVED IN THE PROJECT AS PART OF THIS Exterior: 0 (58)2BR CONTRACT Interior: 0 (64)3BR MECHANICAL CODE CRITERIA FOR 2. CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT Non-Bearing Walls/Partitions: ALL DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH Exterior(IBC Table 602): AREEA=179,360 SF(GROUP R-2) Provide continuously operating whole house ventilation at residential units W D Arlington THE WORK. x<5- 1 1,500 SF(GROUP A-2) in compliance with Table 403.8.1 of Washington State Mechanical Code: 3. CONTRACTOR SHALL PROVIDE A COMPLETE AND PROPER EXECUTION 5< <10= 1 1.650 SF(GROUP B1 1BR Units(500-1,000 s.f.) 30 chin OF THE WORK AS INDICATED ON ALL DRAWINGS.IF ERROR IN LAYOUT, 1.< 30= 0 182,510 SF 2and3BRUnits(1,001-1,500s.f.) 70 xdrm continuous. Investments, L.L.C. DIMENSIONS,OR DETAILS ARE FOUND BETWEEN ARCHITECTURAL, x>30= 0 AT STRUCTURAL,MECHANICAL,ELECTRICAL,CIVIL OR LANDSCAPE Interior: Ventilation shall be provided by connection to whole house exhaust fans. DRAWINGS CONTACT THE ARCHITECT IMMEDIATELY BEFORE Typical= 0 ENERGY CODE CRITERIA 20201 77th Avenue NE PROCEEDING. Dwelling Unit Separaton 112 Contractor to coordinate relief requirements at inlet 4. REGULATIONS,STANDARDS,CONSTRUCTION,MATERIALS AND (IBC 709.3.2): Project shall conform to the Residential requirements of Chapter 4,Washington State Energy Code.3 stories or vents.4 square inches for each 10 cfm of outdoor air or equivalent,per Arlington, WA REQUIREMENTS FOR INSTALLATION OF MATERIALS SHALL CONFORM Floor Construction: I q p g gy ( WSMC 403.8.6.1 AND BE GOVERNED BY THE EDITION OF THE CODE IDENTIFIED IN THE Typical= 1 less above grade plane,per WSEC Chapter 2) CODES SECTION OF THIS SHEET. Dwelling Unit Separation Envelope Thermal Performance: 5. REFERENCING DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT (IBC 712.3 Exception) 1/2 Roof(Attic)Insulation: R-49 minimum LIMIT APPLICATION OF DRAWINGS OR DETAILS. Between Occupancies= 1 6. MATERIALS AND FINISHES LISTED ON INTERIOR AND EXTERIOR Roof Construction= 0 Wood Framed Walls: R-21 minimum ELEVATIONS ARE FOR GENERAL INFORMATION AND CONVENIENCE OF Unheated Slab Edges: R-10(or 24" B Opaque Doors U-0.37 or less THE CONTRACTOR.IN ADDITION TO MATERIALS AND FINISHED Exterior Wall Openings(per Table 705.8)All buildings sprinkled. /3 INDICATED OR SPECIFIED ELSEWHERE IN THE DOCUMENTS. Unprotected Openings. Windows and Fenestration: U-0.30 or less VICINITY MAP This drawing is: 7. HEIGHT DIMENSIONS ARE GIVEN FROM FINISHED FLOOR WHERE Fire Sep.Distance Allowable SHGC 0.40 or less 1.is Copyright 2016 DYKEMAN,Inc. 5'1010' 25% INDICATED,OR RELATIVE TO DATUM NOTED LE DRAWINGS. 15'to 20' 75% 2.The Architects Instrument of Professional Service, 8. N.I.C.EQUIPMENT IS FURNISHED AND INSTALLED BY OTHERS. Air Barrier: 4� 3.For use on thisproject 1 Obtain Architect's CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION over 20' No limit Provide continuous sheet air barneer in compliance with WSEC 402.4.1.Air Banner shall be sealed at all seams, T .© 'L Airington written um for an y other use or reproduction. AND PERFORMING WORK AS REQUIRED BY DETAILS OR 0 pm- permission yo SPECIFICATIONS FOR EQUIPMENT INSTALLATION. Accessibility(Chapter 11) penetrations,and transitions. r 9. O.F.C.I.EQUIPMENT IS FURNISHED BY OTHERS AND INSTALLED AS Accessible Parking Spaces I W. 300 to 400 totals aces:8 Accessible spaces required Materials shall have a permeability no greater than 0.004ctm/sf at 75 Pa when tested per ASTM E2178 PART DI THIS WORK.THE CONTRACTOR IS RESPONSIBLE FOR p p qr r t COORDINATING THE WORK AS REQUIRED FOR CT FOR N. Type A Units:ype B requirements. units=10 Type A units required Assemblies shall not exceed 0.04 cfm/sf at 75 Pa when tested per ATMK E 2357,E 1677 or E283 / 3 rati■ MARK DATE DESCRIPTION 10. DO NOT SCALE DRAWINGS:CONTACT ARCHITECT FOR ANY NEEDED Type B Units:Type B requirements. CLARIFICATION. r 7 1 11/20/2015 CUP Submittal Fenestration:Windows shall not exceed 0.30 cfm/sf and doors shall not exceed 0.50 cfm/sf when tested er 11. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS FOR FIRE Utility Provider(Water 8 Sewer): AAMA A440 or NFRC 400. p - 3', rtna 2 1/14/2016 Desi n Review Submittal RATED WALLS,INCLUDING,BUT NOT LIMITED TO PIPING,DUCT, Arlington City Sewer Department 'Qn, 3 1/14/2018 PricingPacka e CONDUIT ETC.WITH FIRE STOPPING PER THE CODES THAT GOVERN Building Test:The completed building hall not exceed 5 Air than es/Hour,when tested under a a'� Updated Pricing THIS SET OF DOCUMENTS.CONTRACTOR SHALL MAINTAIN THE School District 9 P 9 s g pressure of `�.y ® 4 2/19/2016 Arlington School District No.16 50 pascals.,per WSEC 402.4.1.2 '�' 1 t 5 6/10/2016 Issued BuildingPermit INTEGRITY OF THE VAPOR BARRIER MEMBRANE AT THE FLOOR SLAB, 9t ® sn WALLS,AND ROOF.BACKER ROD,SEALANT AND OTHER APPROVED Hot Water Pipe Insulation shall have a minimum thermal resistance of R-4. - 111M, N' ft1 . 6 8/10,2016 Permit Revisions MEANS SHALL BE APPLIED CONTINUOUSLY AROUND ALL EXTERIOR DOORS AND WINDOW PENETRATIONS AND OTHER AREAS OF Ventilation Fans shall meet efficacy requirements of WSEC Table R403.5.1 t p POTENTIAL AIR INFILTRATION,INCLUDING STRUCTURAL,MECHANICAL AND ELECTRICAL PENETRATIONS.THE CONTRACTOR SHALL REPAIR y.•< ANY DAMAGE TO VAPOR BARRIER,OR REPLACE THEM PRIOR TO i COVER,AS APPROVED. as ,w• csm. PROJECT NUMBER- 2014-052 12. THERMAL AND SOUND INSULATION IS INTENDED TO PROVIDER 1CaTS"1 „$rE APPROVED BY: CONTINUOUS ENVELOPE AS INDICATED. > - PROJECT DIRECTOR: Michael Stevens 13. ALL ADA TOILETS,URINALS AND STALLS SHALL MEET THE CODES THAT GOVERN THIS SET OF DOCUMENTS. z - PROJECT MANAGER: Doug Hoflue 14. WHERE EXTERIOR CONCRETE WALKS AND LANDINGS ABUT BUILDING, loan s.w - 3^, CHECKED BY: THEY SHALL BE SLOPED AWAY FROM THE BUILDING AS NOTED,BUT IN cr^=r Y'y, g JOB CAPTAIN: Nathan Bataille NO CASE LESS THAN 1/8-:12". rvms a SITE LOCATION k 15. MAINTAIN NOTED SLAB THICKNESS AT ALL RECESSED SLAB AREAS AND tsannnL SLOPING SLABS,TYPICAL. 9" 1 16. ALL WOOD IN CONTACT WITH CMU,CONCRETE OR SOIL SHALL BE saysn�`x1 s PRESSURE TREATED,TYP,JOIN. 3 17. ALL FOAM PLASTIC INSULATION COMPLY W ITH THE SURFACE BURNING _ €8 ; S CHARACTERISTICS DEFINED BY THE CODE THAT GOVERNS THIS DOCUMENT. 4 P A 18. SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY THE _ A CODE THAT GOVERNS THIS DOCUMENT. CODE ANALYSIS Y 0 0 C E �e„we U as""a lasnsxt l°J *M,naion m,y,know S CIFICATI SECTIO � w" ax lwnaer - 20. PROVIDE DRY TYPE SIDEWALL SPRINKLER HEADS ABOVE EXTERIOR ; , DECKS AND STAIRWELLS. ., 4 A,Yg,m YurucWd. � �i a peg' N ' W�E S 2 3 4 5 2 3 4 GOVERNING CODES CODE DATA PROJECT INFORMATION I)YKD ■ MAN WAC 51-50 INTERNATIONAL BUILDING CODE,2012 EDITION Jurisdiction: City of Arlington,Washington BUILDING AREAS ALLOWABLE BUILDING AREA CALCULATIONS PROJECT LOCATION: 20201 77th Ave NE Building Code: 2012 International Building Per IBC Table 503 Arlington,WA WAC 51-52 INTERNATIONAL MECHANICAL CODE.2012 EDITION Code (WAC 51-50) BUILDING 1 Residential Units Floors Heigh l Area Total(SET tat 2nd 3rd Assuming no increase for frontage. 9 3 42'-4" 9,135 3,160 3,135 2,840 PROJECT OWNER: WD Arlington Investments,LLC WAC 51-54 INTERNATIONAL FIRE CODE,2012 EDITION PLANNING CRITERIA BUILDINGS 1 AND 13 1020 W.Casino Road Address: 20201 77th Avenue NE BUILDING 2 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd R-2 Occupancy Everett,WA 98204 WAC 51-57 UNIFORM PLUMBING CODE,2012 EDITION Arlington,Washington 98223 16 3 42'-3" 15,700 5,955 5,935 3,810 Tabular Area Per Floor 7,000 SF 3 Stories Allowed per IBC 504.2 WAC 51-11 WASHINGTON STATE ENERGY CODE,2012 EDITION Snohomish County Parcel Nos.: 00829100000103, BUILDING 3 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd Total Allowable Area per 506.4.1 21.000 SF 00829 1 00000104, 9 3 42'-9.. 9,140 3,165 3,145 2,830 Actual Building Area 9,135 SF OK raL 025269.3181 foe426.259.5242 ruww.dykemarr.ner 00829 1 000001 05 1718 Wd[Marine View DrWe everen,WA 98201-2098 NATIONAL ELECTRIC CODE,CURRENT EDITION 00829100000,06: BUILDING 4 Residential Units Floors Height Area Total(SF) Tat 2nd 3rd BUILDINGS 2 AND 12 00829 102001 07 12 3 42'-11" 11,745 4,100 4,075 3,570 R-2 Occupancy NFPA STANDARD 72,13,13-D,13-R 2002 00829 1000001 08 Tabular Area Per Floor 7,000 SF 00829100000109 BUILDING 5 Residential Units Floors Height Area Total(SF) tat 2nd 3rd 3 Stories Allowed per IBC 504.2 ICC-ANSI 117.1-2012 9 3 42'-9" 9,140 3,165 3,145 2,830 Total Allowable Area Der 506.4.1 21.000 SF Legal Description: Actual Building Area 15,700 SF OK FAIR HOUSING ACT DESIGN STANDARDS Plat Jay Three Two,Block 000 Lots 3-9 inclusive,City of Arlington Short Plat BUILDING 6 Residential Units Floors Height Area Total(SF) tat 2nd 3rd #MJ-97-0004 Recorded in Assessors File No.199910055001 Being a 9 3 1.-9" 9,140 3,165 3,145 2,830 BUILDINGS 3.5.6.7.AND 10 portion of Parcel"A"Exising Plat. R-2 Occupancy PROJECT DESCRIPTION BUILDING Residential Units Floors Height Area Total (SF) tat 2nd 3rd Tabular Area Per Floor 7,000 SF ZONING REQUIREMENTS 9 3 42'-9" 9,140 3,185 3,145 2,830 3 Stories Allowed Per IBC Zone: RHO(Residential High Total Allowable Area per 506.4.1 21.000 SF Density) BUILDING 8 Residential Units Floors Heigh l Area Total(SF) 1st 2nd 3rd Actual Building Area 9,140 SF OK Use: Multi-Family Apartments 12 3 42'-11" 11,745 4,100 4,075 3,570 (Multiple Buildings) BUILDINGS 4.8.9.AND 11 -CONSTRUCT 16 RESIDENTIAL BUILDINGS 1.33C BUILDING 9 Residential Units Floors Heigh l Area Total(SF) 1st 2nd 3rd R-2 Occupancy Lot Area: 349,523 SF(8.03 Acres) 12 3 42'-11" 11,745 4,100 4,075 3,570 Tabular Area Per Floor 7,000 SF -CONSTRUCT 1 COMMUNITY BUILDING W/3 UPSTAIRS APARTMENTS Maximum Allowed Lot Coverage: 75%per AMC 20.48-5 3 Stories Allowed Per IBC Density(AMC 20.48-5): Not Applicable BUILDING 10 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd Total Allowable Area per 506.4.1 21.000 SF -CONSTRUCTION OF ASSOCIATED PARKING Max.Building Height(AMC 20.48-5): 45'-0" 9 3 1.-9" 9,140 3,165 3,145 2,830 Actual Building Area 11,745 SF OK Building Setbacks(AMC 20.48-5): -CONSTRUCTION OF PUBLIC PARK AREA Interior Lot Boundary= 5'-0" BUILDING 11 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd BUILDINGS 14,15,AND 16 Right of Way line= 20'-0" 12 3 42'-11" 11,745 4,TOO 4,075 3,570 R-2 Occupancy -SITE DEVELOPMENT Landscape Buffer= S-0" Tabular Area per Floor 7,000 SF Parking Setbacks(AMC 20.46.070) 25'-0"from ROW BUILDING 12 Residential Units Floors Height Area Total(SF) Tat 2nd 3rd 3 Stories Allowed per IBC 504.2 Signage Setbacks(AMC 20.48-5) 10'-0"from ROW 16 3 42'-3" 15,700 5,955 5,935 3,810 Total Allowable Area per 506.4.1 21.000 SF C Parking Requirements(AMC 20.72-1): 2.25 spaces per unit Actual Building Area 11,430 SF OK C Mini Parks Required:(AMC 20.52.020): 65 s.f.per resident BUILDING 13 Residential Units Floors Height Area Total(SF) tat 2nd 3rd 6467 D E F F E RE D SUBMITTALS REGISTERED Permanent Usable Open Space Required: 5%of lot area 9 3 42'-4" 9,135 3,160 3,135 2,940 COMMUNITY BUILDING REGHITERE (AMC 20.52.030) Mixed Occupancy list Fl- CT Airport Protection District: Not Applicable. BUILDING 14 Residential Units Floors Height Area Total(SF) 1st 2nd 3rd A-2 Occupancy Tabular Area Per Floor: 6,000 SF 12 3 42'-5" 11,430 4,060 4,035 3,335 Actual Area 1,500 SF 25%0K BUILDING CODE CRITERIA B Occupancy Tabular Area Per Floor: 9,000 SF T Y JAM S EWETT -FIRE ALARM BUILDING 15 Residential Units Floors Heigh Area Total(SF) 1st grid 3rd Actual Area 1.650 SF 18%OK S AT I OF WASH GTON - FRE SPRINKLERS-NPA 13 Occupancy Classification: Group R-2(Residential) 12 3 42'-5" 11,430 4,060 4,035 3,335 Mixed Occupancy Total Area 3,150 SF -ENGINEERED ROCKERIES AND WALLS Group A-3(Assembly) Mixed Occupancy Tabular/Actual Percentage: 51%OK Group B(Business)* BUILDING 16 Residential Units Floors Heigh l Area Total(SF) 1st 2nd 3rd 12 3 42'-5" 11,430 4,40 4,035 3,335 Residential 2nd Floor Type of Construction: Type V-B Per IBC Table R-2 Occupancy ' 1� GENERAL NOTES 503 COMMUNITY Residential Units Floors Height Area Total ISE) tat 2nd Tabular Area Per Floor 7,000 SF BUILDING 3 2 33'-11" 5,870 3'150 2,720 3 Stories Allowed per IBC 504.2 Total Allowable Area per 506.4.1 21.000 SF Park 77 Fire Resistive Rating Requirements (HRS) Actual Building Area 2,720 SF OK (IBC TABLE 601) GRAND TOTALS:182 Structural Frame: 0 UNITS= (35)1BR 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE THE Bearing Walls: (25)IBR+DEN WORK OF ALL TRADES INVOLVED IN THE PROJECT AS PART OF THIS Exterior: 0 (58)2BR CONTRACT Interior: 0 (64)3BR MECHANICAL CODE CRITERIA FOR 2. CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT Non-Bearing Walls/Partitions: ALL DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH Exterior(IBC Table 602): AREEA=179,360 SF(GROUP R-2) Provide continuously operating whole house ventilation at residential units W D Arlington THE WORK. x<5- 1 1,500 SF(GROUP A-2) in compliance with Table 403.8.1 of Washington State Mechanical Code: 3. CONTRACTOR SHALL PROVIDE A COMPLETE AND PROPER EXECUTION 5< <10= 1 1.650 SF(GROUP B1 1BR Units(500-1,000 s.f.) 30 chin OF THE WORK AS INDICATED ON ALL DRAWINGS.IF ERROR IN LAYOUT, 1.< 30= 0 182,510 SF 2and3BRUnits(1,001-1,500s.f.) 70 xdrm continuous. Investments, L.L.C. DIMENSIONS,OR DETAILS ARE FOUND BETWEEN ARCHITECTURAL, x>30= 0 AT STRUCTURAL,MECHANICAL,ELECTRICAL,CIVIL OR LANDSCAPE Interior: Ventilation shall be provided by connection to whole house exhaust fans. DRAWINGS CONTACT THE ARCHITECT IMMEDIATELY BEFORE Typical= 0 ENERGY CODE CRITERIA 20201 77th Avenue NE PROCEEDING. Dwelling Unit Separaton 112 Contractor to coordinate relief requirements at inlet 4. REGULATIONS,STANDARDS,CONSTRUCTION,MATERIALS AND (IBC 709.3.2): Project shall conform to the Residential requirements of Chapter 4,Washington State Energy Code.3 stories or vents.4 square inches for each 10 cfm of outdoor air or equivalent,per Arlington, WA REQUIREMENTS FOR INSTALLATION OF MATERIALS SHALL CONFORM Floor Construction: I q p g gy ( WSMC 403.8.6.1 AND BE GOVERNED BY THE EDITION OF THE CODE IDENTIFIED IN THE Typical= 1 less above grade plane,per WSEC Chapter 2) CODES SECTION OF THIS SHEET. Dwelling Unit Separation Envelope Thermal Performance: 5. REFERENCING DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT (IBC 712.3 Exception) 1/2 Roof(Attic)Insulation: R-49 minimum LIMIT APPLICATION OF DRAWINGS OR DETAILS. Between Occupancies= 1 6. MATERIALS AND FINISHES LISTED ON INTERIOR AND EXTERIOR Roof Construction= 0 Wood Framed Walls: R-21 minimum ELEVATIONS ARE FOR GENERAL INFORMATION AND CONVENIENCE OF Unheated Slab Edges: R-10(or 24" B Opaque Doors U-0.37 or less THE CONTRACTOR.IN ADDITION TO MATERIALS AND FINISHED Exterior Wall Openings(per Table 705.8)All buildings sprinkled. /3 INDICATED OR SPECIFIED ELSEWHERE IN THE DOCUMENTS. Unprotected Openings. Windows and Fenestration: U-0.30 or less VICINITY MAP This drawing is: 7. HEIGHT DIMENSIONS ARE GIVEN FROM FINISHED FLOOR WHERE Fire Sep.Distance Allowable SHGC 0.40 or less 1.is Copyright 2016 DYKEMAN,Inc. 5'1010' 25% INDICATED,OR RELATIVE TO DATUM NOTED LE DRAWINGS. 15'to 20' 75% 2.The Architects Instrument of Professional Service, 8. N.I.C.EQUIPMENT IS FURNISHED AND INSTALLED BY OTHERS. Air Barrier: 4� 3.For use on thisproject 1 Obtain Architect's CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION over 20' No limit Provide continuous sheet air barneer in compliance with WSEC 402.4.1.Air Banner shall be sealed at all seams, T .© 'L Airington written um for an y other use or reproduction. AND PERFORMING WORK AS REQUIRED BY DETAILS OR 0 pm- permission yo SPECIFICATIONS FOR EQUIPMENT INSTALLATION. Accessibility(Chapter 11) penetrations,and transitions. r 9. O.F.C.I.EQUIPMENT IS FURNISHED BY OTHERS AND INSTALLED AS Accessible Parking Spaces I W. 300 to 400 totals aces:8 Accessible spaces required Materials shall have a permeability no greater than 0.004ctm/sf at 75 Pa when tested per ASTM E2178 PART DI THIS WORK.THE CONTRACTOR IS RESPONSIBLE FOR p p qr r t COORDINATING THE WORK AS REQUIRED FOR CT FOR N. Type A Units:ype B requirements. units=10 Type A units required Assemblies shall not exceed 0.04 cfm/sf at 75 Pa when tested per ATMK E 2357,E 1677 or E283 / 3 rati■ MARK DATE DESCRIPTION 10. DO NOT SCALE DRAWINGS:CONTACT ARCHITECT FOR ANY NEEDED Type B Units:Type B requirements. CLARIFICATION. r 7 1 11/20/2015 CUP Submittal Fenestration:Windows shall not exceed 0.30 cfm/sf and doors shall not exceed 0.50 cfm/sf when tested er 11. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS FOR FIRE Utility Provider(Water 8 Sewer): AAMA A440 or NFRC 400. p - 3', rtna 2 1/14/2016 Desi n Review Submittal RATED WALLS,INCLUDING,BUT NOT LIMITED TO PIPING,DUCT, Arlington City Sewer Department 'Qn, 3 1/14/2018 PricingPacka e CONDUIT ETC.WITH FIRE STOPPING PER THE CODES THAT GOVERN Building Test:The completed building hall not exceed 5 Air than es/Hour,when tested under a a'� Updated Pricing THIS SET OF DOCUMENTS.CONTRACTOR SHALL MAINTAIN THE School District 9 P 9 s g pressure of `�.y ® 4 2/19/2016 Arlington School District No.16 50 pascals.,per WSEC 402.4.1.2 '�' 1 t 5 6/10/2016 Issued BuildingPermit INTEGRITY OF THE VAPOR BARRIER MEMBRANE AT THE FLOOR SLAB, 9t ® sn WALLS,AND ROOF.BACKER ROD,SEALANT AND OTHER APPROVED Hot Water Pipe Insulation shall have a minimum thermal resistance of R-4. - 111M, N' ft1 . 6 8/10,2016 Permit Revisions MEANS SHALL BE APPLIED CONTINUOUSLY AROUND ALL EXTERIOR DOORS AND WINDOW PENETRATIONS AND OTHER AREAS OF Ventilation Fans shall meet efficacy requirements of WSEC Table R403.5.1 t p POTENTIAL AIR INFILTRATION,INCLUDING STRUCTURAL,MECHANICAL AND ELECTRICAL PENETRATIONS.THE CONTRACTOR SHALL REPAIR y.•< ANY DAMAGE TO VAPOR BARRIER,OR REPLACE THEM PRIOR TO i COVER,AS APPROVED. as ,w• csm. PROJECT NUMBER- 2014-052 12. THERMAL AND SOUND INSULATION IS INTENDED TO PROVIDER 1CaTS"1 „$rE APPROVED BY: CONTINUOUS ENVELOPE AS INDICATED. > - PROJECT DIRECTOR: Michael Stevens 13. ALL ADA TOILETS,URINALS AND STALLS SHALL MEET THE CODES THAT GOVERN THIS SET OF DOCUMENTS. z - PROJECT MANAGER: Doug Hoflue 14. WHERE EXTERIOR CONCRETE WALKS AND LANDINGS ABUT BUILDING, loan s.w - 3^, CHECKED BY: THEY SHALL BE SLOPED AWAY FROM THE BUILDING AS NOTED,BUT IN cr^=r Y'y, g JOB CAPTAIN: Nathan Bataille NO CASE LESS THAN 1/8-:12". rvms a SITE LOCATION k 15. MAINTAIN NOTED SLAB THICKNESS AT ALL RECESSED SLAB AREAS AND tsannnL SLOPING SLABS,TYPICAL. 9" 1 16. ALL WOOD IN CONTACT WITH CMU,CONCRETE OR SOIL SHALL BE saysn�`x1 s PRESSURE TREATED,TYP,JOIN. 3 17. ALL FOAM PLASTIC INSULATION COMPLY W ITH THE SURFACE BURNING _ €8 ; S CHARACTERISTICS DEFINED BY THE CODE THAT GOVERNS THIS DOCUMENT. 4 P A 18. SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY THE _ A CODE THAT GOVERNS THIS DOCUMENT. CODE ANALYSIS Y 0 0 C E �e„we U as""a lasnsxt l°J *M,naion m,y,know S CIFICATI SECTIO � w" ax lwnaer - 20. PROVIDE DRY TYPE SIDEWALL SPRINKLER HEADS ABOVE EXTERIOR ; , DECKS AND STAIRWELLS. ., 4 A,Yg,m YurucWd. � �i a peg' N ' W�E S 2 3 4 5 2 3 4 5 D Exterior Wall Types Interior Wall Types Type Legend-Floor/Ceiling Assemblies — TI INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIO 'SCHEDULED FLOOR FINISH (ROOM SIDE) (ROOM SIDE) (ROOM SIDE) (ROOM SIDE) 1"GYPSUM UNDERLAYMENT W:428259.3181 fee 428.259.5242 �uwrudykeman.ner 11/4"ACOUSTIC MAT 4 3/4" 6 3/4" 1718 Wd[Marine New DrWe everen,WA 981A1-2098 13/4"PLYWOOD FIBER CEMENT PLANK - L — FBER CEMENT PLANK SIDING SIDING 2X70 WOOD FRAMING AIR BARRIER/WEATHER AIR BARRIER/WEATHER R D RESILIENT RESISTIVE BARRIER ACOUSTIC BATT RESISTIVE BARRIER INSULATION PS 5/8"GLASS MAT TYPE"X" /8"TYPE"X"G.W.B 5/8"TYPE"X"G.W.B ' 1/2"PLYWOOD GYUM SHEATHING I 2X6 WOOD FRAMING 112"PLYWOOD 2X4 WOOD FRAMING —.WOOD FRAMING CHANCE 5/8"TYPE"X"G.W.B R-21 F.G.BATT INSULATION 2X6 WOOD FRAMING 5/8"TYPE"X"G.W.B R-21 F.G.BATT INSULATION' 5/8"TYPE"X"G.W.B 5/8"TYPE"X"G.W.B W/VAPOR BARRIER PAINT 5/8"TYPE"X"G. .B W/VAPOR BARRIER PAINT C Type:W63 Wall Data Type:W65 Wall Data Type:W41 wall Data Type:W61 WaII Data Type: FC1 1 HR-PER UL Design L569 6467 C 1 HR IBC721.1(2) REGISTERED ITEM 15-1.13 STC-53-PER GA File No.FC5112 ARCHITECT SEE SHEET SD 1.0 FOR � I T I _—_— F--- T JAMS EWETT S AT C OF WASH'GTON INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR (ROOM SIDE) (ROOM SIDE) (ROOM SIDE) (ROOM SIDE) I I 30 LB.FELT,ASPHALT 4� 71 1 SHINGLES ' "• 1• • PLYWOOD DECK PER 11 Park 77 STRUCTURAL FIBER CEMENT PANEL FIBER CEMENT PANEL _ J SIDING SIDING AIR BARRIER/WEATHER AIR BARRIER/WEATHER WOOD TRUSSES PER RESISTIVE BARRIER RESISTIVE BARRIER I STRUCTURAL FOR GYPS MSS"GLAEAT TYPE NG "X" G BYERSS/8"TYPE"X" WD Arlington 1/2"PLYWOOD 1/2"PLYWOOD 2X4 WOOD FRAMING Investments, L.L.C.2X4 WOOD FRAMING R-49 BATT INSULATION STAGGERED OVER AT —2X6 WOOD FRAMING 2X6 WOOD FRAMING /8"TYPE"X"G.W.B 2 X 6 PLATE 1 1 I' 20201 77th Avenue NE F.G.BATT INSULATION 11 R-21F.G.BATTINSULATION R-21F.G.BATT INSULATION 1/2"PLYWOOD 7�,, E"X"G.W.B8"TW 1 Arlington, WA 5/8"TYPE"X"G.W.B 5/8"TYPE"X"G.W.B W/VAPOR BARRIER PAINT W/BVAPOR BAR ER PAINT VPOR BARRIER PAINT B B Type:W64 wall Data I Type:W66 Wall Data Type:W42 Wall Data Type:W62 wall Data This drawing is: 1-1. IBC 721.1(2)ITEM 1 HR FIRE PER UL U340 1.Copyright 2016 DYKEMAN,Inc. 15-1.13 STC 52 PER NGC 2377 SEE SHEET SO 1.0 FOR eArc I I I z.The Architect's mstrament oT&ofessional seryiee. LOCATIONS I 3.For use on this project only.Obtain Architect's —vritfen penrrissiomforany ether use or reproduction. INTERIOR EXTERIOR (ROOM SIDE) MARK DATE DESCRIPTION 5 6/10/2016 Issued Building Permit 6 B/10/2016 Pennit Revisions MORTAR 1 1/2"PLYWOOD Al BARRIER/WEATHER RESISTIVE BARRIER PROJECT NUMBER: 1 2014-052 2X6 WOOD FRAMING PPROVED BY: PROJECT DIRECTOR: 1 Michael Stevens PROJECT MANAGER: 1 Doug HoBus SLOTTED CHECKED BY: MASONRY ANCHORS I I I I JOB CAPTAIN: 1 Nathan Bataille R-21 F.G.BATT INSULATION TYPE"X.. - GWB I I I I A Type: M44 Wall Data Wall And Floor A 1 HR per UL U-356 Assembly Types L - - - - - - - - - - - - - - - Type Legend-Wall -1-0 1 " 1 2 3 4 5 1 2 3 4 5 A-1 A3 Column perStruclurdl FLOOR PLAN GENERAL NOTES 1 A2.10 Downspout A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF A3.10 Concrete Patio D er Par-1 4 FRAMING UNLESS OTHERWISE NOTED. p B Column per Structural . INTERIOR DIMENSIONS ARE TO FACE OF FRAMING Sim UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES -- ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT 83'_2• UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR - O22'-10" 4" 13-6' ''-4" 8" 20'-4" 4'-10" LCATION OF DETAILS FOR TYPICAL FLOOR-TO- FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF -- - T-10" ASSEMBLIES AND HEADER,SILL AND SOFFIT W:428259.3181 fos 428.269.5242 ruww.dykemarr.ner Z-4^ 10'-4" 3-0" CL' `.5'-6' CONSTRUCTION. 1718 Wd[Marine New Drive everen,WA 981A1-2098 Downs ut F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE T -- p3 pO FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR q-E FRAMING ABOVE UNLESS OTHERWISE NOTED. G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO Column per Concrete Patio Downspout W63 Concrete Patio Column per DECK ABOVE. Structural per Structural VJ64 per Structural Stmctual H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD STUD TRACK AT ALL EXTERIOR STUD WALLS. W64 W62 REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING IN FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO fora ARCHITECTURAL INTERIOR ELEVATIONS AND U8 g US w td COORDINATE WITH MECHANICAL. Storag AS @ SeCOnd FIOOf J. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATEDWALLS INCLUDING T-0 W06.1 W64 BUT NOT LIMITED TO PIPING,DUCTS CONDUIT,ETC., TOR Living Room3'-0 L 6 0" L W63 2•_1.� WITH FIRESTOPPING PER I B C REQUIREMENTSAt K. ELECTRICAL AND MECHANICAL EQUIPMENT AND a roo - - CONVENIOENICESS EDES GN BHOWN FOR OUILD DCRAWINGSFOR SPECIFIC SIZES AND LOCATIONS. HID L. REFER TO REFLECTED CEILING PLAN FOR CEILING MOUNTED EQUIPMENT. W62A6.14 M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS q1 SHOWN ON DRAWINGS. Shelf&Rod W62 N. REFER TO SHEET A6.02 FOR TYPICAL DOOR c ws3 UNIT Al A4 @ Second Floor Downapom CLEARANCES. C OR W65 SEE TYPE B. - - UNIT A3 A6 @Second O. REFER TO SHEET A6.01 FOR TYPICAL 6467 SITE PLAN _ T MOUNTING HEIGHTS FOR WALL-MOUNTED REGISTERED � TYPE B Floor nRCHITECT ND NOTE W65 - SIM. SIM. ACCESSORIES AND EQUIPMENT. Living Room OPP HND - US - W63 P. REFERTO TYPICAL UNIT PLANS FOR INTERIOR 2 uz- pw 2 Livin Room - a ° A6.14 iu A6.14 g c DIMENSIONS AND NOTES. o W65 _ Q. TO MEET"TYPE ACCESSIBING RESIDENTIAL UNITS LITY S AT DI!IA11, n Column per Structural °' c Kitchen Column per 3 A2.,0 STANDARDS:UNITS B-1,6-2,B-3,AND B-4. Structural R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, z Rise RM. —-— —-—- ¢ — — AND E SHALL MEET"TYPE B"ACCESSIBILITY A3.10 �I U8 U3 At STANDARDS, W61 Bathroom lit S. TYPICAL INTERIOR WALLS ARETYPE W41 m UNLESS NOTED OTHERWISE W41 rI�a I T. TYPICAL UNIT BATHROOMS ARE TYPE 62 ON SHEET W66 W65 REF. WB O DW U EQ OL EQ - U. TYPICALIUNITKLESS I OTCHENSARE OTHERWISE. TYPE1ONSHEETA6.15 Park 77 UNLESS NOTED OTHERWISE. B3 p1 _ or B3TYPICAL CLOSET DIMENSONS ARE 2'-2"STUD FACE W82 Kitchen io c V. TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED a W61 9. A2.70 2 `o rn Kitchen 2'-51/8" v 8' 4•_8" 3._8., ,,,,,,,,,,,,,,, W64 OTHERWISE a w61 sIM. < FOR __ 2 Shelf&Rod Built-in Shelving A6.11 W61 ALIGN W D Arlington WALL TYPE NOTE: Panel Bank ALIGN REF. O O W62 Den Entry N Shelf&Rod AT WALLS INDICATED,ON BUILDINGS 3,5,AND 6 PROVIDE 1 p p - O O REF_ _ US HOURASSEMBLY. Investments, L.L.C. _ U - Q 0 _ W65 IN LIEU OFTYPICAL W63 r W64 W661N LIEU OF TYPICAL W64 AT —-—-— U7 Shelf&Rod SEE SD 1.1 FOR 1 HOUR WALL LOCATIONS Bedroom 1 o W62 W 2 20201 77th Avenue NE 0 Bedroom 1 U11 Arlington,ton, WA U7 - U11 UB 8•_0" 2'-10" 3'_ O,. At q._2,.N 2'_10,. 6' 0" 2• 6" 12'-2 1/2" A3 Shelf&Rod U, CL W66 L+jj U1 ALIGN - A3 B Entry ALIGN Entry FLOOR FINISH LEGEND B -� m U2 _ Shelf&Rod U2 4'-2" -2'-8 4'-2" " Landing Above 4'-2" This dmwrng is: W65 -— — 1.Copyright 2016 DYREMAN,Inc. __ _ CARPET-BROADLOOM 2.The Archrtec['s Instrument ofRofessianal Service. U3 U2 U3 U2- -- - -- U3 - 3.For usePenmh scion t ➢o Obtvn Arccets OR W66 U3 0 project only. SEE SITE du: _ � - written for an other use orreproduction. III PLAN AND ( ¢ U7 - _ U6 Stair per Schedule U6 U7 yy8q NOTE �l n - '�bli ® VINYL PLANK PH Provider W61 Shelf&Rod L J J yam_- i Shelf&Rod MARK DATE DESCRIPTION Bathroom 1 IM ws3 Shelf&Rod Shelf&Rod Bathroom 1 - 41i _ - F SHEET VINYLW/WELDED 5 8/10/2016 Issued Building Permit ... 6 8/10/2016 Permit Revisions Bedroom 2 Bathroom 2 Bedroom 3 _ SEAMS W65 � �n-- Bench W61 W61 OR W65 p � I SEE SITE rm�--- - 1 - Bedroom 3 Bathroom 2 Bedroom 2 PLAN AND W6 STORAGE FLOOR PLYWOOD NOTE W42 I W42 I - - I I I I ----- W42 GL = W65 W64 W64 W63 PROJECT IVO IBER: 2014-052 I ----W42---- - - APPROVED BY: r _ N _ in --A-q_ B1 _------ _ B1 PROIECIT MANAGER: Dou DTRECrOR g Hofiusael ens WORK POINT B, - ------ W63 - ----- - CI-IECKED BY: GRID POINT Downspout W64 3_6• T_q" W64 3,-3„ 8• ________ 8" W63 3 3" W64 T 4" 3 6" Bi JOB CAPTAIN: Nathan Bataille 6'-4' �L 17'-5" 10'-8" Downspout 12'-q^-____�P_ 10,-8" 17'-5" W64 6'-4" 1 83'-2" SIM. SIM. SIM. SIM. A-1 A-2 2 q A-4 AS 4 OPP HND OPP HIND A A6.11 A6.11 Column per A6.,, D�wnepout 2 Building A 1st and 2nd A Stmctural A6.11 Az.10 Floor Plan ALL FIRST FLOOR UNITS SHALL MEET TYPE B ACCESSIBILITY REQUIREMENTS PER IBC AND 1 I: ANSI A117.1 NOTE: SECOND FLOOR SIMILAR. Building A 1st Floor Plan (2nd Floor Similar.) 1 2 3 4 1 2 3 4 5 1 A3.10 D FLOOR PLAN GENERAL NOTES A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF I)YK ■ MAN FRAMING UNLESS OTHERWISE NOTED. A-1 A3 A-6 q-j B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. A2.10 C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES Column per Stmctural Column per Stmctural ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. A-2 4 Railing D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT 28'-8" 24'-10" 28'-8" UNLESS OTHERWISE NOTED. 1'-0" E. SEEFLOOR PLANS AND BUILDING SECTIONS FOR LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- W:I25259.31■1 fae 4z5.z59.5z4z wuwedykemae.ner 1'-10" 6'-8" 16'-8" X-6" 11'-4" 1X-6" 3'-6' 16'-8" 6'-8" 1'-10" FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF ASSEMBLIES AND HEADER,SILL AND SOFFIT 1716 Wnr Marine View DHve everen,WA 962ot-2t19a CONSTRUCTION. F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE Deck per Stmctural FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR FRAMING ABOVE UNLESS OTHERWISE NOTED. 3'-0" L 5'-6" G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO DECK ABOVE. W63 W63 H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD W63 Al D3 W64 STUDTRACKAT ALL EXTERIOR STUD WALLS. A-E - - - - - - - - - - - - - - - - - A-E I. CONTRACTOR SHALL PROVIDE CONTINUOUS Railin HORIZONTAL BLOCKING OR BOND BEAM AS 9 W64 w -� Railing Column per Structural REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING Column per Structural FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO B3 tit ARCHITECTURAL INTERIOR ELEVATIONS AND W63 B1p 3' 4- 0 CO ORDINATE WITH MECHANICAL. J. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATED WALLS,INCLUDING - U2 U2 - BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., Deck per Structural tt N tit WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. Storage UNIT A8 Storage K. ELECTRICAL AND MECHANICAL EQUIPMENT AND W63 ACCESSORIES SHOWN FOR CONTRACTOR 6'-0" 3'-0" 3'-0" CL 6'-0" CL Deck per Structural CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR W64 W63 Living Room W63 W84 W63 SPECIFIC SIZESECTEDC AND ATIONS. L. REFER TO REFLECTED CEILING PLAN FOR CEILING D3 Al Bedroom Al D3 MOUNTED EQUIPMENT. A-D - - - - - - - - - M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS SIM. S C OWN N. ON DRAWINGS. C 1 OPP HND N. REFERTOSHEETA6.02F0RTYPICAL DOOR 6467 CLEARANCES. REGISTERED W62 A814 0. REFER TO SHEET A6.01 FOR TYPICAL ARCHITECT lid I W62 n tit ACOCESSORES AND QUIPM EQUNTING HEIGHTS FOR UIPMENT. Shelf&Rod T-6" - _ _ _ _ _ _ P. REFERTO TYPICAL UNIT PLANS FOR INTERIOR C2 - Q. THE FOLLDIMEN ONS AND NOTES.OW NG RESIDENTIAL UNITS ARE SAT OF J WASH G�aN UNITA7 UNITA9 C2 DESIGNED TO MEET"TYPE A"ACCESSIBILITY STANDARDS:UNITS B-1,B-2,B-3,AND B-4. Living Room v US DW Living Room R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, SIM. U2 "v AND E SHALL MEET"TYPE 6"ACCESSIBILITY ''• 1• • Column per Structural 2 OPP HND - - - - - - - - - - 2 SIM. W63 STANDARDS. A6.14 Column per Structural S. NPICAL INTERIOR ALLS ARE TYPE W41 W63 A6.14 W62 _ UNLESS NOTED OTHERWISE Park 77 2 U2 = L T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET q3_,p Built-in Shelving at rOO 8'-2 TYPICAL UNIT K TCH OTHERWISE. U. NPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 (E-6" UNLESS NOTED OTHERWISE. lit - lit V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE A2.10 2 6_6 11 1/4'� Built-in Shelvin TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED FOR SIM. — — -- - - DW W61 REF_ _ O a pW U - II - — 3 A2,0 OTHERWISE WD Arlington OPP HIND - 2 W61 Kitchen s — — Kitchen c W61 A6.11 ¢ '-51/8" -Q SIM. Investments, L.L.C. 8'-10" 6' 4'_8" 3._6�. AT �6 0 W63 Bathroom 7 en 20201 77th Avenue NE sIM. ws3 qs I o D 2 Entry U1 REF. Built-in Shelvin - elf W62 REF. _ Arlington, WA &Rod 61 W64 Ws, � ——— — —D — — — ——— Bathroom 1 - - -—- U7 - - - - 0 U1 � 0 I - I B -U6 U11 U6 B 0 A-C - Shelf&Rod U2 - - wtng is: 0 � U2 Shelf&Rod Thts dm _ 6'-0' 2'-10" 4'-2"ice 2'-10" 6'-0" �. W66 U1 W66 U1 W64 1.Copyright 2016 DYKEMAN,Inc. — - --— — —- ALI N 2.The Architects Instrument of Professional Service. FLOOR FINISH LEGEND WIC U2 Shelf&Rod - U71 Entry `° U2 fit: 3.For use on this project only.Obtain Architect's _ - Entry - _ written permission for any other use or reproduction. - W66 Shelf&Rod U2 ® CARPET-BROADLOOM U2 W65 W65 — U2CQUF MARK DATE DESCRIPTION W66 W61 n _ VINYL PLANK g 5 8/10/2018 ssue u Id Bildin P ermit W64 VINYL 8/10/2016 Permit Revisions W W65 UB O w SHEET Bedroom 1 2 8 athroom 2 4 0" Shelf&Rod - --- Shelf&Rod 4 0 2 8 C2 � SEAMSVINYL W/WELDED n In C2 fl Bedroom 2 =-- ___-- o STORAGE FLOOR PLYWOOD Bedroom 1 w° O --- ----- ------ Bedroom 2 Bathroom 2 w PROJECT [MBER: 2014-052 APPROVED BY: 65 W65 W61 W63 PROJECT DIRECTOR: Michael Stevens PROJECT MP.NAGER: Doug Holius CHECKED BY: W63 W42 CL W63 _ JOB CAPTAIN: Nathan Bataille � W64 �L 31 W64 R_IA341 A-A - - B1 - - - W64 B1 T-6" _—.--47 _ 3,-3. W63 W63 3--3" -— 4�� W64 1'-0" V-10" 2'-6" 2'-0" IT-5" 70'-8" 12'-4" 10'-8" 17'-5" 3'-0" 2'-6" l'-10" A A 4 OPP HIND W64 1 Stair per Structural 4 SIM. ui ing r Floor an A-1 A-2 A6.11 A-0 A-5 A8.11 A-7 A210 Columns per Structural 1 IC Building A 3rd Floor Plan 1/4-V-O" 1 1 2 3 4 5 1 2 3 4 5 B-5 B-4 B-3 B-2 6-1 B-0 Column per Structuml 1 A2.11 A5.10 D Column per Structural 4 I)YK ■ MAN 26 4 22 7 Column per Structure 26'-0"- A3 10 Downspout 31'-9" it-0" Column per Structural Downspout T-0" 19,-10" W64 14•-4" Concrete Patio per Structural 2, 2„ Downspout ,7 0^ Concrete Pato per Structural 22, 0" T-0" 4--4" 6-D - - - - IL co- 4 12'-6• 2 :CL - - - - - - - to W63 _ - W64 - 9-0. a N A4 W:428259.3181 fee 428.259.5242 uww.dykenran.ner Concrete Patio 12' 6". tit 13'-6 _ - 1718 Wd[Marine New Drwe sveren,WA 981A1-2098 $tOra a 2'-4 W84 B1 U7 Column rStructurel 9 W63 B1 N3' 2 CL'�.' U2 � 1N63 2'-4" g 11'-T' $tora W64 W62 - 7 ,,, Al O Wfi4 W61 W63 A4 .2 4 CL 7 0" U1 Ul "W64 W63 CL2._,�. Bedroom 1 W61 0 Al OUNIT Ai 4'-o" TYPE A A Bedroom UNIT 62 W62 sIIIRdTYPE ALiv ng Room i 1 UNIT 61 4'-0" A5.1oLlvin ROOMOR W65 SEEI 4TYPE A wsz g U2 UNIT B4 W65 SITE PLAN AND NOTEo A3.10 Living Room uz SIM. W62 TYPE A w63 1 '-91/2" SIM. Shelf&Rod 6 WIC ,I` Aa 1s SIM, Living Room - W63 7 U2 - _ " A6.15 _ A6A5 A6.15 C 4'-10" Column per Structural � C A2A2 22 DW � - - - / ' \OPP HND -—- W65 ISer R 3 A2.12 6467 WitI- A61 REGISTERED F I U ARCHITECT c - SIM. 2 SIM. W63 �Ai Klt 8he9 \I ¢ 3 8" W61 5' 10"-- Bathroom 1 0 o ®� - W61 A6.11 OR W66 SE T Y JAM 5 EWETT o �ti 9'-1 1/4' 2'-10 3/4" SITE PLAN AND NOTE SAT of WASHI GTON SIM. -0 W61 U7 C 1 W61 W66 Downspout 6 ` / n W42 - ------ Shelf&Rod 3 Kitchen Downspout OO REF_ 0 W62 0 Shelf&Rod ^ W42 Bathroom Park 77 A6.12 Sl -- U1 O N - Shelf&Rod O IO O IO o W42 wag Kitcher} ry O u11 u11 uz Bathi09m_ - -3 _ O /Ent REF. / Ws1 Bathroom 2 Bathroom Kitchen Entry FOR 2' 2 uz W61 1 Bathrvom,l- H2 o ------ — — WD Arlington w U4 �._ , - WIG - �J a e a I � m � a U, Bathroom N H1 „ � -- Investments L.L.C. U o O U15 U7 in o N U10 U3 M O — AT _ N '-2' \W62/.'... U2 W66 '_2" 5�_9" V_9" 1T' Shelr&Rod`1s'_8•-- ua c 20201 77th Avenue NE 2-2 Arlington, WA ---- - — _ - DPP HND W64 U2 - - ShelfB Rod 2 W62 U1 OL 8 SIM. / I 5 SIM. o g As.11 Entry U7 A6.12 li' / A6.12 1'-11" 1'-11" W66 Landing Above U1 Entry "' 2'-W S-2" Landing Above - C1 c W65 el(&Rod Bedroom 1 in r= r a_a U5 W65 Shelf&Rod -� -� l tint i B � o U7 � F��---- i � �-- � uz uz B B3 U2 U2 Clain ii� -------=xd�i i �a-------- ,'i�� PH Provider .this drawing is: ia1,========"pi i Shelf&Rod iPx=====__ 4� U7 U7 I.Copyright 2016 DYKEMAN,Inc. Stairper Schedule - - �� - R-====,o 2.The Architect's Instrument ofRofessional Sendce. Bedrooml 5'-0' O 51-0" -------- �u�' 3.For use on this project only.Obtain Architect's w ini� 1'-11" 1'-11" - U7 iid4======== d� 'm ====-•� i ' written for an they use or reproduction. W63 loll Bedroom Shelf&Rod W65 permission my Shelf&Rod "' - A�i W65 i ='iq� 5'-0" 5'-0" Shelf&RodOR W65 BE m SITE PLAN Bench �d ====____""� Bench ia ====___ ii Bedroom$ Bedroom 2 tit ND NOTE MARK DATE DESCRIPTION In ii 5 6/102016 Issued Building Permit B3 Bedroom 3 iP -------- A �_------ - ct � � 6 8/102016 Permit Revisions $edrOom 2 - - - - _ _ �wir _ tip - - - - i _____ i _. - - � - I 0 'a -== --- ------ 61 BB w i tin 3'-6" Stair per Schedule W63 B1 ___------ _____z W64 - 'v `v Ct EQ B1 EQ W63 1 ----- - -- W63 WORK POINT W64 3•_8^ Bi W6381511 > ____ ___ 2 /8" 8" __------ 1 2" 3_6• W64 Bi 3._6�• Downspout GRIDS B-B/B-1 PROJECT NUMBER: 2(i -052 CL UP APPROVED BY: PROJECT DIRECTOR: Michael Stevens 15/i6" -----�-- PROJECT MANAGER: Doug Hofius Downspout 3'-8" B1 W64 Downspout CHECKED BY: 10'-3' 12'-8" 13'-2" 12'-10" 9'-9" 11'-3" 10'-9" 1'-0' JOB CAPTAIN: Nathan Bataille 107'-8" Column per Structural 1 Column per Structural FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES Az11 A ® CARPET-BROADLOOM A A. EXTERIOR FRAMIGUNLENSIONSARE TO ISENOTSIDEFACEOF H. APPLY CONTINUOUS SEALANT BEAD STUDTACKATALLEXTRIORSUDWALATHWOOD M. VERIFY ALL ACCESSDRAWINIBILITYCLEARANCES,AS T. TYPICAL UNIT A611UNLESSNATEOOMS ARE THERWITYPEB20NSHEET Building B 1st Floor Plan FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE VINYL PLANK ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ALL UNITS SHOWN ON THIS PAGE SHALL MEET UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. - --- SHEET VINYL W/WELDED TYPE A ACCESSIBILITY REQUIREMENTS PER IBC E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SEAMS AND ANSI A117.1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, CONSTRUCTION, ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY ,,I STORAGE FLOOR PLYWOOD . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. Build in B .I ISt Floor Plan HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 1 2 3 4 I 12 3 14 15 26'-4" 22'-7" Column per Stmcuml 26' 0" 3 Railing Column per Stmctural 31'-9" 3'-0" 19,-10" 3'-6" 10,-10" 11'-9' 12'-5' 13'-7" 3'-5" 22'-0" T-4" KEMAN A2.11 Deck per Strucuml Railing Column per Structural Column per Structural Railing Column per73'- - Structural Deck per Stmctural Railing Column per Stmctural 4 A 10 48" 6'-2"W63tructuraltorage " Ct B1 - 1718 Wd[Marine New DrWe fiveren,WA 96201-209a W63 B1 T-11" 5'-6" U2 N lii 5'-6" 2'-0" 10 O 2•-1"CL O O _ = 6a W61 wsz torage Ai D3 Ai W61 - D3 Al W64 — 2'-6" 6'-1" CL 2'-1^ � I I I �� CL �L W61 Al D3 W63 Al IN Al Bedroom Bedroom 1 z UNIT B5 wsz UNIT B6 UNIT B7 2 Al A5.10 4 2 sIM. Living Room a'-s" �L A3.10 Column per Structural a'-0„ Shelf&Rod Shelf&Rod u2 SIM. UNITBti- 2 W65 U2 A6.14 Living Room Living Room a Az.11 C DW O II U6 O P HN - Al C -—-—-—- Column per Structural 4"/1'-0" U2 Living Room W62 2 SIM. 6467 REGISTERED o Sim. SIR A6.11 WIC' HND ARCHITECTKitchen 0 PHND OPP HND Uq tOPP SIM. 2 SIM. 2 - 1 r O 2 W61 Q SIM. U14 A6.11 A5.14 DW U IIII A6.11 A6.11 T Y JAM S EWETT OPPSIM HIND 4-0 z g" _ - - - - - -- -- _ _ JJ 1P_6. W61 v W66 SAT OF WASH GTON A6.11 3 Shelf&Rod Kitchell W63 a� O O REF. 3'-2„ —6�-0.,— U3 lii � BUh Om U10 - U10�M Qw 4,-6, Qw °� — rW742 W66 / 1• • 8,-y. Shelf&mod a E. 2._T„ ¢ _� Park 77 W42 2Pill Oil l A6.11 U1, ° Bathroom Kitchen Q O Kitchen u3 Bathroom 2 wag o waz o - � Entry c �9-1 8 0" W61Bdth,'OOm 1 SIM O REF. WIC' - AS 11Entry FOR 2 U71 y REF. O O - - —.—.—. r_ Bathro REF O o U14 WD Arlington Bathroom 2 wsz O --- - O- r - -- - O-D O g WI�� c ws, u1 O 0 O U12 _ i Investments L.L.C. B-C W65 _ AT 2' 8" U3 - U - W66 W66 —- 12 — — — 20201 77th Avenue NE u3 u STAIR/ Shelf&Rd �. - - 3'-5" 8-2 Wsa U2 — s' s„ ENTRY V65 A61 Nuz Entry Shelf Arlington, WA O — — wss uz _ — — _ U2 - 2'-10" Shelf&Rod M �i S IR/ U1 - - C1N U7 - Ent - - - — — wssM 64 - 1 N o- ENTRYL W66 0 n Shelf&Rod U2 U2 _ U5 _ W65 B �i UP ____ Down H� _ ____ UP-- _ --- U B 6 e 3'-0' — -4'-0" ___ This drawing is: 0 Bedroom 1 = us -------- �; Bedroom 1� -- �'�� a'-o" a'-o^ Copyright Shelf&Rod 2.The Architect's Instrument ofRofessicnal Service. 3.For use on this t only.Obtain Architect's Bedroom y 4 0 4-0 _______ ________ ipi _________ -- — written permission for any other use or reproduction. ws3 us Bedroom 3 Bedroom 2 3 Bedroom 3 _ L1 B3 --------- MARK DATE DESCRIPTION 5 6/10/2016 Issued Building Permit A 3 6 Bi W63 6 8/10/2016 Permit RevisionsBedroom 2 wss Wss W64 W63 CL 21/8" B1 W63 6" B1 W64 EQ EQ ________ B1 3'-8" 61 W63 Stair per Schedule -------- Stair Per Schedule -------- W63 W64 3'-6" CL O W64 PROJECT NUMBER: I2014-052 B-A — — — — — _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ B_A APPROVED BY: -------- PROJECT DIRECTOR: I Michael Stevens 3 8" B7 W64 PROJECT MANAGER: Doug Holius 13'-5" 11'-5" 11.1 12'-8" 13'_2• 12'-10" 9'-9" 11'-3" 10'-9" 1'_0" CHECKED BY: 26'-0" 31'-9" JOB CAPTAIN: Nathan Bataille B-5 B- B-3 A2.11 B-2 ,• 1 FLOOR FINISH LEGEND B-1 B-0 FLOOR PLAN GENERAL NOTES A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE-TYPE B2ONSHEET CARPET-BROADLOOM Building B 2nd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACKAT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. S. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 Plan UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE VINYL PLANK ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. 1 IN I' E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SHEET VINYL W/WELDED LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY SEAMS FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. EM STORAGE FLOOR PLYWOOD FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 Building B 2nd Floor Plan FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE 1/4"=V-O" G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 1 2 3 4 5 1 2 3 4 5 e s-3 Az 11 zs o az B- a-o 3 A3.10 Railing D Column par Stuctural Deck per Structural Column per Strudurel Column per Structuml Column per Structural 4'-2' 12'-10" T-6" 10'-10" 11-9" 12'-5" 1 T-5" 16'-10" 91_3• W64 Deck per Stuctual - - - B-D 5'-10" W63 W64 Railing Deck per Structural U2 Railing W63 D3 q1 Column per Structural W:42525A3181 Jae 425.259.52a2 ruww.dykemaaner _ Railing Storage W64 3 6" W64 T-5" 1718 Wd[Marine New Drive everen,WA 96201-209a g W63 B1 B' U CL 4.. 2 5'-6" 2'-0" wsa 4--0" 5'-6" W64 Deck per Stmutural W63 W62 tOr D3 Al CL W63 D3 Al W64 W63 TTTI LL 2,-6„ Ai D3 wsz UNIT B11 Bedroom Bedroom 1 CL C Living Room W61 cz UNIT B9 UNIT B10 W62 UNIT B12 I I I 4 Living Room Living Room Living Room c A3.10 W62 Shelf&Rod W63 T-10" U2 tsim. WCColumn per Structural C SIM. 8' 84'-13/4" —.—. .—. 6467 REGISTERED 6'-33/4"' U2 , OPP HIND — SIM. C2 SIM. ARCHITECT OPP HND _ OPP HND SIM. Shelf&Rod SIM A6.14 2 - ------ 114 2 OP P HIND A6.11 WIC— 6.14 2 SIM. C2 - Shelf 8 Rod A6.11 - 2 SIM. A6.11 - - _ _ - - _ Dw 11 W61 SAT OF WASH GTON 0 A6.11 U0 OPPHNDI W42 -81/a" 6'-8" ' 6' 4" W66 U2 U7 2 2 - - - - - - - - Kitchen In I ITT A6.14— A6.11 U2 i i • 1• • U10 _ 9'-11/2" ¢ Lfttproo- W42 DW DW BathroowazBathroom2 Shelf&Rod - - w42 Park 77 rEntry ws1 ws1 — 3 u2 a Kitchen a Kitchen 0 0 REF. I I I 1 - JI— _ Bathroo O Bathroom 1 h FOR 41M. 1 W64Align - REF. O O Bathroom2 REF. O O - W� WD Arlington 4 WIC 0O W42 O° U11 — — — — — — OKitchen -- -Ull o a r - -U2 � Ui ° O U U6 - N Shelf&Rod Investments, L.L.C. — IL — eC AT O D7 O — O L �2,-9. _ W66 _ W62 t„ - 20201 77th Avenue NE EF. Shelf&Rod O Entry Shelf&Rod - —- - --- — -- Entry wss W61 u1 ws, uz s-sa/d" Arlington, WA Shelf 8 Rod W65 (.41 - I 2'-4" us us w65 w65 us Bedroom 1 c2 B W6q DOWN DOWN N m B W63 -------- US — _ _______ This drawing is: Shelf 8 Rod 5'-,0" - 1.Copyright 2016 DYKEMAN,Inc. __ __ Shelf&Rod 4'-0" _ W61 — Built-in Shelves W� 2.The Architecfs Instrument of Professional Service. SIM. 10"Depth -- -- _______ -- Bedroom 20 3.Foruseon this project only.Obtain Archnects o - m Bedroom OPP HND _"_ �C U12 written percussion for any other use or reproduction. 2 - Bedroom 2 _ C2 A6.11 U2 ___ ___ ___ _ IN CL co Bedroom 2 ___ __ ___ _ BathrOOm1 ° Shelf&Rod W63 Issued Buuidi9RPe'1 MARK DATE — — — — — — — — — — — — - — B1 5 8/1018 — — 4'-6" B-B 6 8/1_0/2016 Permit Revisions _ U14 WIC W65 srre• OShelf&Rod _ CL Ch W64 W63 Bi 4,-8„ W61 W64 MC U70 EQ B1 EQ W63 61 1 W64 0 0 T-6 Stair er Schedule Stair rSchedule W64 PROJECT NUMBER: 12014-052 W63 p APPROVED BY: T-6' — — — — — — B-A PRO.IECr DIRECTOR: Michael Stevens W A W64 PROJECT MANAGER: Doug Hofius 11'-0" 7'-0' 10'-1" 12'-57/8" 13'-41AE 12'-4" 10'-3" 6'-9" 12'-0" 1--0" CHECKED BY: Column per Struclurel ' Column per Stmctural JOB CAPTAIN: Nathan Bataille FLOOR PLAN GENERAL NOTES A2„ FLOOR FINISH LEGEND 1 A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. ® CARPET-BROADLOOM A B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 Building B 3 rd Floor Plan UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE VINYL PLANK ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRE STOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. SHEET VINYL W/WELDED ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, SEAMS CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 STORAGE FLOOR PLYWOOD FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE ,,I G. RATED DEMISING WALLS SHALL BECONTINUOUSTO MOUNTED EQUIPMENT. DECK ABOVE. BUIICIIrIg B 3rd Floor Plan 1 2 3 4 5 1 2 3 4 1 A3.11 D A2.12 Concrete Patio per Structural G13 G71 c-e c-7 FLOOR PLAN GENERAL NOTES 30'-2" 23'-0" 4 20'-2" A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING UNLESS OTHERWISE NOTED. 1'-0" 6'-5" 19,-0" 3'-9" 11'-4" 11'-8" 3'-9" 12'-2" 4'_3" B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES Downspout _ ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION Column per StructuralW64 _ W64 ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT Concrete Paho per Strucural UNLESS OTHERWISE NOTED. pL I2525A31g1 fae4zg.z59.5z<z wuwedykemaaner C� E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- 171g Wea[Marine View DHve 8veren,WA 9g20i-209g 6'-6" Downspout _ - W� FOUND ATION,FLOOR-TO-WALL,WALL-TO-ROOF Y64 Storage ASSEMBLIES AND HEADER,SILL AND SOFFIT Concrete Patio per Struclurel - v '-6 u8 CONSTRUCTION. 3'-3" US F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE W61 D3 W62 FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR FRAMING ABOVE UNLESS OTHERWISE NOTED. W64 61 5 6" 3'-8" A7 Storage G. RATED DEMISINGWALLSSHALL BE CONTINUOUSTO Column per SVudurel DECK ABOVE. H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD U8 W64W63 W61 STUD TRACK AT ALL EXTERIOR STUD WALLS. W63 W63 Ai D3 - I. CONTRACTOR SHALL PROVIDE CONTINUOUS Downspout Storage Wsz � HORIZONTAL BLOCKING OR BOND BF�.M1 AS 6-11 8' '2' 4" E � EQ REQUIRED AT ALL WALL MOUNTED LAYS,DRINKING 2'_10^ W63 CL UNIT C3 FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO OD3 A, Bedroom wsa TYPE B ARCHITECTURAL COORDINATE WITHNTERIOR MECHAANICALATIONSRND J. CONTRACTOR SHALL SEAL AROUND ALL Living Room PENETRATIONS AT FIRE RATED WALLS,INCLUDING 2 - CL BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., W61 UNIT C9 -SIM. WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. K. ELECTRICALAND MECHANICAL EQUIPMENT AND A3.11 �i Second 2 OPPHND ACCESSORIES SHOWN FOR CONTRACTOR E EQ Shelf&Rod W62 Floor A6.1 W62 CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR A4 EQ (L EQ UNIT C2 UNIT C8 @ SPECIFIC SIZES AND LOCATIONS. TYPE B Second L. REFER TO REFLECTED CEILING PLAN FOR CEILING C Column per Stmctural SIM. Column per Structural MOUNTED EQUIPMENT. C W62 Floor 2 ___ _ _ _ M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS UNIT B SIM. SHOWN ON DRAWINGS. 6467 REGISTERED "v TYPE B OPP HND U6 LIVI g ROOm N. REFER TO SHEET A6.02 FOR TYPICAL DOOR ARC HTECT 2 -U2 �i CLEARANCES. W63 6'-3" O. REFER TO SHEET A6.01 FOR TYPICAL Living Room I SIM. — —-—- MOUNTING HEIGHTS FOR WALL-MOUNTED UNIT C7 OPP HND SIM. DW ACCESSORIES AND EQUIPMENT. T Y JAM 5 EWETT GTON —- — — —- 2 OPP HND - - P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR SAT OF WASH GTGN SIM. Second U3 A6.11 1 DIMENSIONS AND NOTES. FIOOr 1A6.1 WTHE FOLLOWING RESIDENTIAL UNITS ARE 1, rn DESIGNED TO MEET"TYPE A"ACCESSIBILITY tORPHIND W6+ ¢ -Kitchen-—-—-—.— STANDARDS:UNITS B-1,B-2,B-3,AND B-4.IM - R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, LL AND E SHALL MEET"TYPE B"ACCESSIBILITY - - STANDARDS. Park 7764 A6.11 BAft S. TYPICAL INTERIOR WALLS ARE TYPE W41 Park / REF. I UNLESS NOTED OTHERWISE W61 ALIGN _m Kitchen W62 _ U DW Bathroom 2 v ___ _ _ _ _ I T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET 8 10 m ¢ - to A6.11 UNLESS NOTED OTHERWISE. W64 Shelf&Rod U3 U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 W42 - - _ W61 - - -- UNLESS NOTED OTHERWISE. FOR I — _m Kitchen w62 r , V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE W42 REF. 0 0 W42 U12 ¢ W62 TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED W D Arlington f' OTHERWISE wsz Bathroom 1 W61 r - - —-—-—-— -- --- Qp - J_- R�F. o 0 o Investments, L.L.C. Bathroom 1 � O� _ _ -a ws, AT Bathroom 2 U3 U11 , Ug N„ u1, 20201 77th Avenue NE -- — — - W6+ Arlington, WA 3'-6" 1{ r - W W I I ws3 65 Az.1z z (/�� I s'_a.' s._a'. z'_1D• U. - U1 U3 Shelf&Rod Entry .---.---- - - - - - Entry Shelf&Rod ai EQ 8'-7" 6'-111/4" EQ OPP HND B U2 Shelf&Rod Landing Above CL A6+11 B 0 W64 �C - U2 U6 a U2 Uz FLOOR FINISH LEGEND 1.Cp�ight20 A3 W62 1.Copyright 2016 DYKEMAN,Inc. Icy =-------; �ii w 2.The Architect's Instrument of Professional Service. Bedroom US 11 St., 1! Schedule - U2 ® 3.For use on this project myonly.other use Architect's 1PIs==_-====ag11 3'-8 4'-0" EQ EQ 1 i, i1�,�-=-_----� 1 j O 4 5 CARPET-BROADLOOM written permission for any other use or reproduction. W63 US a�-------_ L1 CL 11 ni U6 Shelf&Rod W65 i1Ra==-___-=_m411 VINYL PLANK MARK DATE DESCRIPTION �1kR B -Td11 5 6/102016 Issued Building Permit A3 ch i� Shelf&Rod ul 1a�==__===_u,y1 6 8/102016 Permit Revisions _ w62 Shel(&Rod SHEET VINYL W/WELDED Bedroom 3 -_- - SEAMS uz Bedroom 2 -------- Bedroom 1 W63 STORAGE FLOOR PLYWOOD WIC -------- Bedroom 2 in W64 61 -------- = PROJECT NUMBER: 2014-052 v W63 __________ W64 APPROVED BY: l;, PRO.JECT DIRECPOR: Michael Stevens > PROIECI'MANAGER: Doug Hofius ap- -- __ CHECKED BY: v ry W64 61 W64 10, ________ E EQ JOB CAPTAIN: Nathan Bataille 10'-6„ 7'-8" 6'-4" �ZW'4" W64 B1 1. 1.. 4'_8" W63 z 22'-6" `L 11'-0" 12'-8" 10,-10" Downspout x 3'-4' 33'-6" 12'-8" 23'-10" r ¢ A C-13 C-12 Downspout G1D G9 C-7 Building C 1 st and 2nd A Column per Stmctural Floor Plan a 1 Az.,z ALL FIRST FLOOR UNITS SHALL MEET TYPE B ACCESSIBILITY REQUIREMENTS PER IBC AND IN ANSI A117.1 Building C 1st Floor Plan 1a (2nd Floor Similar.) 1/4"=V-0" 1 2 3 4 1 2 3 4 5 FLOOR PLAN GENERAL NOTES D A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT Concrete Patio per Structural UNLESS OTHERWISE NOTED. Concrete Patio per Structural E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR G7 GB 4 G3 G2 G1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- 20'-2" 23'-0" 26'-10" 3•_q^ FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF W:I25259.3161 fae 4zg.zga.6z4z wuw.dykeman.aer ASSEMBLIES AND HEADER,SILL AND SOFFIT I7tg Wnr Marine View DHve fiveretr,WA 962gt-2,19a CONSTRUCTION. 4'-3" 12'-2" T-9" 11'-8" 11'-4" 3'-9" 19,-0" 2'-8" 1'-5" 3'-4" F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR W64 Downspout FRAMING ABOVE UNLESS OTHERWISE NOTED. G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO W64- Column per Structural DECK ABOVE. W64 H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD C-C - - - - _a STUD TRACK AT ALL EXTERIOR STUD WALLS. I. CONTRACTOR SHALL PROVIDE CONTINUOUS Downs u[ Concrete Patio er Structural Column er Stmctural _ HORIZONTAL BLOCKING OR BOND BEAM AS W62 U8 - po p p REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING e W64 FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO 2 8 �6-0" '� 3'-6 $tOr. US W63 ARCHITECTURAL INTERIOR ELEVATIONS AND 3'-4" �L COORDINATE WITH MECHANICAL. Storage A, D3 W61 J. CONTRACTOR SHALL SEAL AROUND ALL g 5'-6" B1 T1_ PENETRATIONS AT FIRE RATED WALLS,INCLUDING BUT NOT LIMITED TOPIPING,DUCTS,CONDUIT,ETC., wt - K. ELIECTRIICAL ANDTH IMECHANICAL EQQUPIMENT AND UNIT C4. W64 - D3 A1. W63U - ACCESSORIES SHOWN FOR CONTRACTOR TYPE B 2 6" 6' 4' CONVENIENCE.SEE DESIGNBUILD DRAWINGS FOR Downsout SPECIFIC SIZES ND LOCATIONS. L. REFER TO REFLECTED CEILING PLAN FOR CEILING Living Room 6q W63 2'-1" MOUNTED EALL QUIPMENT. VERIFYcUNIT C10 wsz BedroomAl D3 Al M SHOWN ON DRAWINGS!LTY CLEARANCES,AS C Second Floo N. REFER TO SHEET A6.02 FOR TYPICAL DOOR 2 W61 CLEARANCES. 6467 ARCHITECT O. REFER N SHEET A5.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL-MOUNTED A3.11 Shelf&Rod ACCESSORIES AND EQUIPMENT. 2 SIM. UNIT CS Al P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR 4'-0" W62 UNIT C6 DIMENSIONS AND NOTES. T Y JAM 5 EWETi As.1a TYPE B TYPE B W63 S AT 0T WASH craN SIM. Q. THE FOLLOWING RESIDENTIAL UNITS ARE Column per Stmctural OPP HND U6 W65 DESIGNED TO MEET"TYPE A"ACCESSIBILITY 2 Living Room - STANDARDS:UNITS B-1,B-2,B-3,AND B4. Living Room ? R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, s'-3° UNITCII@ e p e Second Floor SIM. UNIT C12 W65 AND E SHALL MEET"NPE B"ACCESSIBILITY STANDARDS 92 2 Second Floor S. TYPICAL INTERIOR WALLS ARE TYPE W41 DW 6.14 UNLESS NOTED OTHERWISE ' , SIM -I T. TYPICAL UNIT BATHROOMS ARE TYPE 62 ON SHEET Park 77 2 \ — — — A6.11 UNLESS NOTED OTHERWISE. �// Riser M. W42" N A6.11 U2 Column per Structural W51 - U. TYPICAL UNIT KITCHENS ARE TYPE I ON SHEET A6.15 Kitchen n 8'-0"- a 3'-2' 2' U8 li UNLESS NOTED OTHERWISE. — — — Liw V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE u SIM. TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED FOR _Bathroom DW l 1 OPPHND OTHERWISE 1 J Downspout— I � y ALIGN W61 W64 WD Arlington REF. - - -Bathroom 2 „ = DW < Ws, 8'-10" Investments, L.L.C. Q W61� : Shelf&Rod b, AT 51 -W61 Kitchen ¢ Entry U12 - m W61 Kitchen i W42 W64 3 A2.12 20201 77th Avenue NE U2 �/ w62 Jc'. W62 W42 W61 REF- �' Bathroom 1 IS Arlington, WA Bathroom 1 I. W61 --- REF_ U2 W61 0 �' U1 Panel Bankn I B B u,1 us us athroom 2 c_B — u11 — — — — — — _ c B W61 _ —. __ — - This drawing is: U2 T-8" 6'-33' - W65 2'-10" 6-4" 6'-4" - 1.Copyright 2016 DYKEMAN,Inc. - I - 2.The Architecfs Instrument of Professional Service. GL Shelf&Rod U, I U2 3.For use on this t 1 Obtain Architect's ws, Entry Entry ion,fo only. SIM. li' U, Shelf&Rod _ - written permission for any other use or reproduction. 1 - A6.11 I. - - - - - - - 7P. U2MC shell&Rod FLOOR FINISH LEGENDLanding Above U2 SIM._ W65 2 MARK DATE DESCRIPTION Shelf&Rod wW64A6.11 C1 rovider 5 6/10/2016 Issued Building Permit lid ----- -=sl ii U6 U2 O 6 &10/2016 Permit Revisions U2 'Ip - CARPET-BROADLOOM Bedroom 1 ws5 w fair per Schedule � �ii U5 - 46 ==*iii VINYL PLANK W62 4'-5 4-0 4-0 In --- --�i'I 4-0" 4-0 _ Shelf&Rod Bench e SHEET VINYL W/WELDED Ar Shelf&Rod - SEAMS PROJECT NUMBER: Bedroom 1 2014-052 wL - Bedroom 3 Bedroom 2 - it APPROVED BY: Bedroom 2 a === -- U2 PROJECT DIRECTOR: Michael Stevens STORAGE FLOOR PLYWOOD PROJECT MANAGER: Doug Hoflus Wfi4 _ W63 CHECKED BY: wiC JOB CAPTAIN: Nathan Bataille I i o B1 V-4" W63 GA E EQ - - 61 - - W64 UP -"_ -- W64 W64 W63 7' 8�� - C-A g, W- WORK POINT Building C 1 st and 2nd A 4'-8" 3'-9" 61 71/4" 71/4" Downs out GRIDS C-DINT AI W64 p Floor Plan b z 13'-0" 10'-10" 2314" Column per Stmctural 23.,4" 11'-0" 12'-0" 101 x a 23'-10" 12'-8" 33'-6" 3'-4" ALL FIRST FLOOR UNITS SHALL MEET TYPE B G7 cs c� ACCESSIBILITY REQUIREMENTS PER IBC AND G2 G1 ANSI A117.1 fA2.11 Buildon C 1st Floor Plan 1 b 2nd Floor Similar. 1 2 3 4 1 2 13 4 5 � Raling A2.12 C-11 A3,,, C-8 i Deck per Structural C-7 4 Deck perSWduml Railing CE CJ D 23'-0" 20'-2" 20'-2" 23'-0" 1V-4" 11'-8" 3'-91• 12'-2" 4'-3" 4' 3" 12'-2" 3'-9" 11'-8" 11'-4" EMAN Column per Stmdural Railing W64 W64 Railing Deck per Strucluml Column per Structural W64 CC v Deck pBe,rSWctural3-3' lit U8W61 D3 '- V64 Stora g 2-8" US 8" `� 5-10" 3—B' 'AlW61Storage W64 3'-8" 5-10""' ' 5-7 WStorage Storage 3/4 e U8 tit 64 e r1e7s1e6z Wsdzs[s Maaisriin e fNaeew4 zDsr.izvsea.sze4vze rean,a W�Ae y96�20a1a-a2 0w9a Bi T-8" T-73/4" - W64 `t W81 W61 CL CL Ai D3 Wsa W63 pa W64 Al W63 W63 CL (L GL W62 UNIT C14 UNIT C15 ws2 Living Room Living Room 2 SIM. Column per Structural A3.11 Column per Structural SIM. A6.14 OPP HND SIM. UNIT C16 2 W62 2 SIM W62 2 SIM. A6.14 A6.14 2 OPPHND Living F— — — — UNITCI3 As.11 — --- - - - - — -- As.11 c c Living Room 6•-4" tit i s'-4" DW — DW DW — — II Dw 6467 REGISTERED J� ARCHITECT j Kitchen j — — — — 11 c SIM. OPP HND .Q' 8'-8" A6.14 T Y JAM 5 EWETT < f rn - < SAT OF WASH GTON A2.12 2 8'-8" Kitchen Kitchen - - `N61 6._y,. ALIGN j Align < < Bathroom 2- Az 12 w61 Bathroom 2 ws2 � a W63 O REF. REF. '• 1• • 61 o m a 5'-0" — --- REF. 0 0 REF. --- — — W63 Q L J 42 --- — — — — — — --- °° U2 a 6 Park 77 ojIU2 _ o e u,1 U7 Entry 3 6" ] Bathroom r — — — (Bathroom ti' III Q - us u„ I Shelf&Rod Shelf&Rod u2 O Storage wic r-1o" s-1o' W62 W63 FOR W63 J Bathroom 1 Bathroom 1 ` _ L Entry 2 ,o = WD Arlington U12 Shelf&Rod ALIGN U12 o O � � Shelf&Rod D Investments, L.L.C. U11 U11 AT uz — r- " O ws1 °w z 0 s - w r-o" ss u1 z-,o" - r-,o" ss ws5 20201 77th Avenue NE Shelf&Rod U2 - W65 Entry 3 1010 uz EntryALIGN U1 1 SIM. ct Wlc Arlington, WA wic Shelf&Rod ALIGN - - SIM. - - -3--1 A6.11 U7 w65 OP M. PH NOEQ EQ CL OPP HN _ _ EQ EQ U7 SIM. 7 1 W64 m wic A6.11 A6.11 wic o� U6 Shelf&Rod B DOWN O U2 U2 Shelf&Rod Shelf&Rod U2 U2 -- ------ DOWN e B _______ __ ______ 4'-6" �2 z M -fn 4- This drawing is: W63 _ __ ------_ ____ ____ __ ______ __ ___ I.Copyright 2016 DYKEMAN,Inc. v w m — --------- Q __ ______ ----`� --- 2.The Architect's Instrument of Professional Service. ro ro 3.For use on this .Obtain Architect's Be imfot onlY -- ------ Bedroom written permission for any other use or reproduction. EQ EQ 4'-0" 4'-0'• EQ EQ Bedroom _ --------- - ------- -- ------ - ------- --------- ----- --- -- ------ MARK DATE DESCRIPTION e � - Shelf 8 Rod E2 Shelf&Rod "' ----- --- 5 6/102016 Issued Building Permit 6 8/102016 Perm it Revisions W65 EQ- Q W65 W63 _ -EO W64 Bedroom 2 Bedroom 1 Bedroom 1 Bedroom 2GL 7'-o" 0 B1 ct ct ws3 B, 6'-6" W63 B1 61 Stair per Schedule PROJECT NUMBER: 2014-052 4 — _ — — p — — — — — GA APPROVEDBY: PROJECT DIRECTOR: I Michael Stevens 3'-9" N4'-10" W63 W63 PROJECT MANAGER: I Doug Hotev Stair per Schedule gi 1 � P � O k � Wfi0. 61 w64 Column per Structural CHECKED BY: Column per Stmdural W64 W64 `L A212 4'-10" 3'-8" JOB CAPTAIN: Nathan Bataille 1V-8" 12'-8" 10.-10" 13'-0" 13'-0" 10'-10" 12'-8" 11'-8" FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET ® CARPET-BROADLOOM Building C 3 rd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 Plan UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE VINYL PLANK ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES, m 01 1AVIIJ 1 Q1 Lem 01191 L j I:I I' E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SHEET VINYL W/WELDED LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY SEAMS FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILLAND SOFFIT K. ELECTRICALAND MECHANICAL EQUIPMENTAND R. FIRST FLOOR UNITS AT BUILDINGS TYPEA,C,D, CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE,SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. STORAGE FLOOR PLYWOOD FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATONS. S. TYPICALINTERIOR ALLSARETYPEW41 g FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE Buildin C 3rd Floor Plan ERWISE �I G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. 1 1/4"=V-O" DECK ABOVE. 2 3 4 5 1 2 3 4 5 D-8 D-7 D5 Column per Struduml 1 D-3 Column per Structural D-2 DA 26'-8" 22'-8" 26'-0" A3.12 1'-8" D 23'-6" 10,-8' 12 12'-3'• Stair per Schedule 27-8 Downspout Concrete Patio per Sluclral AS 10 6'-0" S-0" 1'_0" Downs ut Concrete Patio per Structural - --- ----- Po P Column per Structural Concrete Patio per Structural 5'-0" 4'-0" DOWN Downspout Stair per Schedule Column per Structural Stair per Schedule Stair per Schedule 4 W64 �� .,.. ,. ___ _ - ----- Column per Structural . DOWN ` - DOWN Ell reL•/2825A3181 Jae 428.259.52<2 mww.dykemaaner _ _ _ _ _ _ 1718 Wd[Marine New Driw: LNererl,WA 981A1-2098 7 4' - -_ DOWN I 0"- CL Maq B1 - W644 �'- M4a � W64 � Concrete Patio per StrucWral c. - Tn U W64 : - 1 2 1 rL Storag _ 0 O _ Ua 12 0' 5'-10 �i UB EQ EQ W63 Storage ° Al W63 A4 C3 W62 W62 CL- Y._2" CL 10•_3"_ CL 2'_1" U1 W64 W62 B Al ws3 UNIT D2 UNIT D3 Al I W. Bedroom TYPE B q'-a" rL_ TYPE B u1 — I W65 W63 Living Room Living Room - - - A7 ALIGN W62 Downspout 2 C As.t4 ootumn per Structural UNIT D1 us = u2 u2 UNIT D4 wsz M. Shelf&Rod C TYPE BI W F 6467 REGISTERED - A213 z Living Room U2 OPP HND A6.110PWIC tO SIM. 2 W65 io ARCHITECT SIM. �i 1 wsz CPPHND Living Room SIM. Shelf&Rod a A6.14 p v _ OPP HN A6.14 T-10" 2'-6" 2-8" 1 Column per Structural 3 A2,13 DW - II A6.11 U14 N -- — — - ---------- iserR sAT OF WASHI GTON JJ F'6 14 T Y JAM 5 EWETT SIBCUB li1 Kitchen — — U2 u1a T B �' 6.11 I Downspout � .—.—.—.—. A Al 8'-6" - 3'-3" 6'-11" U2 - � G` DW - II • 1� • � J1 6'-10" I 5'-0'~ 3'-z° u11 -------- U,4\p Bathroom 1 waz Q — — W M� Maa Park 77 DW M44 O REF. DW - - Bathroom l �1 Kitchen w� Q Shelf&Rod O �.U,� �o < SIM. Panel Bank W62 - - Kitchen W6 � As2.11 FOR Bathroom Bathroom - - - C� _ _ ___ U2 a WD Arlington W61 U6 Z. o U2 L W61 w REF. Kitchen W61 �IM. Ent Q REF. O Shelf&Rod M44 WIC 3'-5" L W62 �OU11 ry BathrOOmz A6.11 REF. i a 5 3W51 BathrOOm1 WIC Investments, L.L.C. U1 r vU, a --- 3 ::. AT L 20201 77th Avenue NE Bathrooml' — — 2'-6° Wss Q wss U11 U Q Arlington, WA U11 Wss U7 U7 CL U2 U2-- D2 - W61 Landing Overhead O Landing Overhead - W67 - - uz Ent u1 Entry CUT) �•_6 PH Provide SIM. Entry U7 � - - - - - - SheN&Rod _ B --- U2 3 W65 - Shelf&Rod — - B 0 SheN&Rod 5-6 N A6.11 r_, -- - M44 Shelf&Rod - ____ ___ _�'F __ ------ W61 -�--_ ------ 'G i�__---_ _T B3 This drawing rs: 2 SIM.- W65 ---__ 45 I.Copyright 2016 DYREMAN,Inc. t�lk == =add 'di== Bedroom 1 OA611 Stair per Schedule U2 U2 2.The Architect's Instrument ofRofessional Service. C1 U2 U2 'a - au ShelfB Rod iPii -*4i 11 3.For use on this project only.Obtain Architect's Stair per Schedule written permission for any other use or reproduction. Bo U7 - U7 - i II 4'-0" 4'-0'• im�r-------- pl W85 iP' -------- 4I - W65 Bedroom 1 �x,,� u� Bedroom 2 i��-=_-____ =4'-0'l 4'-0" W65 MARK DATE DESCRIPTION 'a 5 8/102018 Issued Building Permit Bench �iek========�e�i Bench i ======== yi li Bedroom 3 Bedroom 2 B3 6 8/10/2016 Permit Revisions T 63 W65 iini-_--=__--CIO i i I IN I B1 Bedroom Bedroom -------- i � -------- —_ 3'-6" � Downspout - GLCL- 3._6 CL W63 m Downspout �i o t^L -------- � EQ B1 EQ � _ -------- I � WORK POINT - PROJECT NUMBER: 12014-052 W64 ________ ___ " GRIDS D-2/D-B APPROVED BY: W64 B1 - - - ------- 163 B1 _ - - - PROJECT DIRECTOR: Michael Stevens c� ___--UP n --d'_8°- - B1 - DA PROJECT MANAGER: Doug Hoflus 3'-4" g� 3-6 CI-IECKED BY: 2' 0" IT-6" O11'-2" W64 W63 1•-6" JOB CAPTAIN: Nathan Sataille 218" 10'-0" 12'-8" 13'-4" 12'-8" 32'-8" 108'-0" �" 1 D-8 Downspout D-7 D-6 Column FLOOR PLAN GENERAL NOTES FLOOR FINISH LEGEND G E N D per Structural D-s D� Column per Structural Da D-2 D-1 A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES, T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET CARPET-BROADLOOM Building D 1st Floor Plan A FRAMING UNLESS OTHERWISE NOTED. STUD TRACKAT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.o2 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED VINYL PLANK — D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ALL FIRST FLOOR UNITS SHALL MEET TYPE B ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. ACCESSIBILITY REQUIREMENTS PER IBC AND E 01 MANIJ I I: E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SHEET VINYL W/WELDED ANSI A117.1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY SEAMS FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, WALL TYPE NOTE: • CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY AT WALLS INDICATED,ON BUILDING 4,PROVIDE 1 HOUR . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. ASSEMBLY. ' FULL HEIGHT TO BOTTOM OF ROOF DECK FLOOR SPECIFIC SIZES AND LOCAT IONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 EM STORAGE FLOOR PLYWOOD W65 1N LIEU OF TYPICAL W63 FRAMING ABOVE UNLESS OTHERWISE NOTED BuildinD. L. REFER TO REFLECTED CEILNG PLAN FOR CEILING UNLESS NOTED OTHERWISE g D 1st Floor Plan W661N LIEU OF TYPICAL W64 G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. 1/q"=1'-0" SEE SD 1.1 FOR 1 HOUR WALL LOCATIONS DECK ABOVE. 1 2 3 4 5 1 2 3 4 5 D-8 D-7 D5 1 D-3 D-2 D-1 A3.12 26'-8" 22'-8" 26'-0" 31•-2" D T-2" 20'-0" T-6" 1Y-8" 12--0" 12'-3" 13'-9" T-6" 27•_8• I)YK ■ MAN A5 10 Column per Strmcurel Column per Structural A2.13 Column per Structural Column per Structural Railing 4 Railing Deck per Structurel Railing Column per Structural f - - - Railing - - - - - - - -3'-T' W63 W64U6W64" W63 W63Bi7•_B'• USStoragT_3,� 2 0 $torag 2._1,.CLWW64 _9. 2W631" Bedroom 1- Living Room Bedroo W62Shelf&Rod W62W65AS.14 SIM. Living Room w62 Shelf&Rod " Livring Room q'_6'• _ Ai 2 U2 3.12 U2 4'/V-0" _ C uz- T-81, 2'-1^ r-a" UNITD8 fiats/ Column per Structural SIM. �C SIM SIM. SIM. Living Room yyg5 ARCHITECT OPP HIND SIM. OPP HND SIM HIND A6i14 2 iv OPP HND 2 1 DW U14 1 A6.11 U11 = A6.14 - - -_- A3 1 3 A2.13 T Y JAM 5 EWETi 11 2'-0" 4'-0" T-2' a A6.14 — — U2 O --- SIM. SIM. SAT OF WASHI GTGN C U12 3 2 e -lit A6.11 71-. Ai8'-6" 3'-3" ALIGN 6'-11" 4 6' Shelf&Rod DWA2.13 2 6'-8" 1/32" M W66 "• 1• • Bathroom 1 REF. Shelf&Rod Ow W42 U12 DW / Park 77 W66 - - --- U11 r - - - - W 6 woo Bathroom ' ' -a - a waz W4z Shelf&Rod r -E--chest _ Kitchen Kitchen ^ .4r .g- TB,_B• W Shelf&Rod M44 W04 Bathroom2 1 _ a B,p, __ a- 6•_0° - Bathroom Bath room1 - FOR _ o o REF. WD Arlington Bathroom WIC 3' 5" T-6" W04 U11 = W61 A6.11 - _ _ __ g REF. 0 O REF. O �- U2 r'.' W61 WIC M � o � , co n o m a - --- - 3'-4" 3, 4, wss us io I ws2 O � — Bathroom L u1 0 U2 — Entry u1 D Investments, L.L.C. AT °-D — — 2'-6" � 2'-6 20201 77th Avenue NE W66 W65 W66 W65 U11 U6 �ry '"0'f H I —U2 u2 - Arlington, WA uz -- sIM. O W65 i, u1 Entry ws1 u2 a_&„ J - 3 Ent A6.11 ry Shelf&Rod W65 Shelf lit B -U7 _ ___ ___ U5 - _ ______ B SIM. Shelf&Rod UP DOWN ___ �' O UP DOWN B3 W66 w iv in I , y This drawing is: C1 6.11 __ ____ __ __ ill 4, 0" _ ____ ___ ;li U2 U2 1.Copyright 2016 DYKEMAN,Inc. iRll Shelf&Rod '� dRl ---- I, 2.The Architect's lnstrumentofProfessional Service. p U2 U2 U7 u6 - Bedroom 1 e 3,For use on this project only.Obtain Architect's W66 _ _______ _ ______ ________ - Bedroom 1 us u7 u � _ ui - written permission for any other use or reproduction. " ------ ------ 65 4'-0" 4'-0" _______ W65 - ------- ------- Bedroom 2 - ------ MARK DATE DESCRIPTION __ ____ - - ------ _________ B3 5 8/102018 Issued Building Permit o. _ _________ " B3 7 v Bedroom 3 Bedroom 2 - ------ erma evasions Bedroom 2 Bedroom 3 W65 " W63 Bi - W65 B1 W63 3'_8„ W65 3 6 m - W63 EQ B1 EQ CLCL v _ ________ - W64 W64 W64 W64 M --------- W63 W63 61 PROJECT NUMBER: 12014-052 ________ D-A - - - - -B1 - + - - APPROVED BY - - - - - - —q'-6"- O ROJECT DIRECTOR: Michael Stevens ________ ________ B1 3_g - - - + - W64 PROJECT NMGR: Doug HoBus 2'-0" 13'-6" 11'-2" 10'-0" 12'-8" 13'-4" 12'-8" 9'-6" 10'-8" CL 11'-0" 1'-6" CHECKED BY: W64 JOB CAPTAIN: Nathan Battelle, D-8 Stair par Schedule 1 Stair per Schedule D-2 D-1 D6 DS D-0 D_3 FLOOR FINISH LEGEND 1 A2.13 FLOOR PLAN GENERAL NOTES CARPET-BROADLOOM A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET Building D 2nd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE.B Plan B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. VINYL PLANK C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR SHEET VINYL W/WELDED UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES.FLOOR-TO- BUT SEAMS E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE ............... LOCATION OF DETAILS FOR TYPICAL NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, STORAGE FLOOR PLYWOOD . • CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCAT IONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 Building D 2nd Floor Plan FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILNG PLAN FOR CEILING UNLESS NOTED OTHERWISE 1/4"=1'-0" G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 1 2 3 4 5 1 2 3 4 5 1 D-7 D-5 A3 12 D 16'-2" 22'-8" 26'-0" 20'-2" 9'-2" T-6" 12'-8" T-6" 10'-8" 12'-0" 12'-3" 13.-1" 3'-6" 16'-8" 1'-2" I)YKEMAN A213 Column per Stlmctera Column per Simctural Railing q Railing Deck per Structural Column per Structural Railing W64 Deck per Structural W64 Deck per Struduml Deck per Strudural — 8'-10" W64 Wfi3 W63 3-2 W:428259.3181 foe 428.259.5242 uww.dykeman.ner D-D 1718 Wd[Marine New DrWe sveren,WA 981A1-2098 W64 W64 �L—T-2" A7 7•_4,. � D3 _ � � U8 W64 61 W63 - W63 W63 B1 7'-6" CL � Storage U8 5'-5" CL E EQ W63 D3 Al 2 0 in D3 O1'- torage 8" W63 W63 CL Bedroom 1 W64 yy62 8'-10. 2'-6" Al D3 M t`�j Bedroom GL C2 wsz UNIT D11 C2 wsz wst Living Room 2 4'-0" U2 A3.12 c UNIT D9 = Shelf&Rod UNIT D10 Uz C 6 Living Room D7 Living Room Shelf&Rod 6467 RIG S11RID W63 REGISTERED OPHND 92 31M. WIC z sM. UNIT DI2 ARCHITECT 2 OPP HND SIM. SIM. W62 A 1.14 A6.11 SIM 1 2 OPP HND HND �2' 3• T-8" 2 OPP HND 5'-4, A6.14 I._SI AS U11 �,PP Living Room C2 T Y JAM 5 EWETi A6.11 SAT OF WASH GTON ------ U12 .—.—W62 U2 2 SIM. v 2 SIM. 4'-0" U12 DW ° A6.11 W66 • 1• • A6.14 C"_ 42 r - - - " A213 2 W64 U7 - Bathroom 1 Bathroo OO DW ° Kitchen Park 77 _ z'_6• 6•_2" 4'_4" 2•_6" � Bathroom U12 -m O W42 3 A2.13 Shelf 8 Rod - _ " w U7 Shelf&Rod Kitchen Kitchen W63 --hw� u1o� a Bathroom 1 FOR m U2 -Shelf&Rod 0 REF. W66 O " Entry - WIC WD Arlington Kitchen W42 O U11�N REF — O—a Bathroom A6111 SIM Ui REF — O W61 Investments, L.L.C. �U7 AT D11 G11 20201 77th Avenue NE 2.-e,. - wsz Ui w W66 U2 W66 W61 U2 U2 — Arlington, WA --- - REF_ 3'-53/4" - En 2,-6. W65 UY65 Shelf&Rod - -- O O O Entry Shelf&Rod U2 10'-61/2" lii U1 O Shelf&Rod H H H H _ 5'-4" � B W63 W64 W65 B o U7 — C1 DEN U2 ____ DOWN U5 __ ______ ___ DOWN_ U2 U2 �tCao Copyright DYKEMANInc. Bedroom 1 an n o 2.The Archited's Instrument of Professional Service. --------- —_-- _--- 8'-101/2" 4'-0"— -- ------ --- ----_ UT _ 3.For use on this tonl.Obtain Architect's io Project y 4'-0"iv ___ ------ Shelf&Rod -- ---- 3'-11" wntten permission for any other use or reproduction. 3-2 0U7 --------- -------_ Bedroom 2 - ------ -- ----- � - � C2 c2 CL W64 Bedroom ------- _______ - -- __ __ _____ Bedroom 2 v U W61 W65 MARK DATE DESCRIPTION --------- 5 6/102018 Issued Building Permit IL ______ __------- 6 8/102016 Permit Revisions W65 W85 B1 T-3„ - 4 OPPHND yV63 T-1' A6.11 � 61 `L W64 W42 s PROJECT NUMBER: 2014-052 EQ EQ 5'-0" Bi - APPROVED BY: Stair per Schedule Stair per Schedule B1 PROJECT DIRECTOR: Michael Stevens — D-A PROJECT MANAGER: Doug Hofius W63 Column per Schedule Column per Schedule CI-)ECKED BY' W63 W JOB CAPTAIN: Nathan Bataille FW64 3' 11.-0.. 10'-0" 12'-8" 13'-4" 12'-8" 17'-0. 11'-1" ''n.13 -'" D-4 D-3 FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET CARPET-BROADLOOM Building D 3 rd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. Plan B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE VINYL PLANK ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. SHEET VINYL W/WELDED E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SEAMS LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, ' CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B'ACCESSIBILITY STORAGE FLOOR PLYWOOD F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEEDESIGN/BUILD DRAWINGS FOR STANDARDS. BUIIdIn D 3rd Floor Plan FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR ALLS ARE TYPE W41 FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE 1/4"=1'-0" G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 1 2 3 4 5 1 2 3 4 3 A3.12 A2.14 D -3 Concrete Patio per Structural4 E-2 E-1 FLOOR PLAN GENERAL NOTES 821 0" A511 Stair per Schedule A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF 29'-1" 24'-10' 28'-1" FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 2'-6" T-0" 20'-1" T-6" 11'-6" 13'-4" T-6" 20'-5" 4'-2" UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES 8'-2314" V-6" 5'-0" 5'-0" 11'-10" V-4" T-0" 1'-81/2" 4'-01/2" 5'-0" V-41/2" 8'-33/4" ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT UNLESS OTHERWISE NOTED. W:I25259.3181 fae4z8.z59.5z<z d ner E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR DOWN Colun per Structural Stair per Schedule Concrete Par o per Structural LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- an per Structural - - 1718 Wd[Marine New DrWe sveren,WA 98201-2098 FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF Concrete Patio per Structural Stair per Schedule Downspout ASSEMBLIES AND HEADER,SILL AND SOFFIT � CONSTRUCTION. �L s-s• F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE Downspout Column per Structural Downspout A4 DA44 C3 F-1 _-- -- FULL HEIGHT TO BOTTOM OF ROOF DECK E FLOOR Till FRAMING ABOVE UNLESS OTHERWISE NOTED. G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO H144 - l E-D DECK ABOVE. H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD DOWN W64 a A3 M44 DOWN _ STUD TRACK AT ALL EXTERIOR STUD WALLS. M44 - W64 - - - I. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING OR BOND BEAM AS -;� W64 g1 REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING Store FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO -Column per Struclurel r ` ARCHITECTURAL INTERIOR ELEVATIONS AND U2 _ U2 COORDINATE WITH MECHANICAL. _ J. CONTRACTOR SHALL SEAL AROUND ALL Storag W64 PENETRATIONSAT FIRE RATED WALLS,INCLUDING W64 UNIT E2 W62 BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., z'-r T-4" 2' 6" TYPE 2 5 CL 7-01 I W63. `t-2'-V WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. O W63 O K. ELECTRICAL AND MECHANICAL EQUIPMENT AND A3 A4 C3 Living ROOM W63 C3 qq .A9:. ACCESSORIES SHOWN FOR CONTRACTOR Bedroom S ECIFIC SIZES AND LOCATIONS.CONVENIENCE.SEE D DRAWINGS FOR SIM. L. REFER TO REFLECTED CEILING PLAN FOR CEILING C U1 OPP HND U7 MOUNTED EQUIPMENT. C IS 2 M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS l� = A6.14 - lit SHOWN ON DRAWINGS. 6467 4 U12 W62 U72 2 REGISTERED N. REFER TO SHEET A6.02 FOR TYPICAL DOOR ARCHITECT g312 A3 A511 CLEARANCES. Shelf 8,Roder W62 A3 O. REFER TO SHEET A6.01 FOR TYPICAL Downspout — — — _ __ MOUNTING HEIGHTS FOR WALL-MOUNTED IES AND EQUIPMENT. T y JpM 5 EWETT W63 5'-2" 2'-8" 7•_3" Z-8" -5'-2" P. REFER TOACCE RTYPICAL UNIT PLANS FOR INTERIOR SAT OF WASHI GTON DIMENSIONS AND NOTES. UNIT E1 She &Rod UNIT E3 p. THE FOLLOWING RESIDENTIAL UNITS ARE TYPE B TYPE B W63 DESIGNED TO MEET"TYPE A"ACCESSIBILITY DW STANDARDS:UNITS B-1,B-2,B-3,AND B4. W61 Living Room U5 - Living ROOM Downspout R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, r �� AND E SHALL MEET"TYPE B"ACCESSIBILITY Sim. Kitchen STANDARDS. e r` RI erRM 2 OPPHND U2 o m A3 S. TYPICAL INTERIOR WALLS ARE TYPEW41 Park 77 �1 US Column per Structural g6.1q < SIM. UNLESS NOTED OTHERWISE SIM. 8'-9" call T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET Uf'N HND 2'-3" 4'-0" 2 gs_1q I A5.11 UNLESS NOTED OTHERWISE. Column per Structural = U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 A214 2 t,V63 U3 A5.11 - o M44 UNLESS NOTED OTHERWISE. FOR M44 - -—-—-—-—- 'Shelf&Rod - REF- - - - - - - - - v A3 V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE a TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED WD Arlington OTHERWISE r Bath oom- ws W61 U DW Q U10 - W61 DW l 1 Shelf&Rod Investments, L.L.C. 0 Shelf&Rod _ I - - 3 A2.14 AT us L 9„ Den N62 Kitchen �I us 20201 77th Avenue NE m Kitchen N n a j Arlington, WA s Bedroom 1 En rY '-s" 4'-D" 3'-D" Bedroom l N Panel Bank W42 (L2-2 W62 _ REF. U14 U2 O O REF. B - - - - -- - - - - - - - E-C B U1, - O This dmwin is: U11 U1 6 W65 U7 - W61 A3 L Copyright 2016 DYKmcnt I Inc. Entry Entry z.The Are itee's lost u nent orP er ssim at se v ce. U2 3.For use on this project only.Obtain Architect's W62 > FLOOR FINISH LEGEND written permission for any other use or reproduction. -—-— Landing Above W66 W66 _ r U2 CARPET-BROADLOOM uz u2 uz—' u2 _ _ _ _ yF * ___ �;� = uz uz _ uz PH Provider �� M44 MARK DATE DESCRIPTION U6 U6 U6 U6 fl - 5 6/102016 Issued Building Permit M44 6 8/102016 Permit Revisions VINYL PLANK _ �R Shelf&Rod 4'-0" 3-4" �'-0'� Shelf&Rod 4'-0" L - 3'-4" 4'-0" SIM. - mm �rL Shelf&Rod Shelf&Rod SIM Afi 11 SHEET VINYL W/WELDED Bedroom 3 S Bench EAMS Bedroom 2 a� ____ II ws1 Bathroom 2 �F ___ - — Bathroom 2 Bedroom 2 W61 i STORAGE FLOOR PLYWOOD i w4z -/� ALL Bedroo 3 � ) -- - 1'-61/2" W42 PROJECT NUMBER: 12014-052 Built-in Shelving 1'-61/2"_/ -- - APPROVED BY: ----------- 9 Built-in Shelving _ __ _ _ PROJECT DIRECMANAGER: Michael Stevens ------ � -12"Depth - - E-B I PROJECT MANAGER: Doug Hofius `v W63 OL Stair rSchedule W63 M44 `v CHECKED BY: a W61 W61 vJOB CAPTAIN: Nathan Ba aille M44 Downspout �L iu - ------ L - �L Downspout W63 B7 W64 W64 B1 W63 W63 81 W63 Downspout 8:. - - ---- 16" Downs ut W63 61 W63 WORK POINT 3'-2" 7•_4• N3:_2• S M. GRIDS E-4,E-B 4 SIM. Column per Structural UP OI.I. E+ A6.11 A6.11 A 6'-4" 1T-11" 10'-7" 12'-4" 10'-7" 17'-11" 6'-4" Building E - 1st Floor Plan E-4 Column per Structural A2.14 ALL FIRST FLOOR UNITS SHALL MEET TYPE B ACCESSIBILITY REQUIREMENTS PER IBC AND t% ANSI A117.1 Building E 1st Floor Plan D 2' 4' 8. Scale:1/4"=1'-0" 1 2 3 4 5 1 2 3 4 3 A2.14 A3.12 E-2 T D Column per Structural q Column per Structural FLOOR PLAN GENERAL NOTES A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF Railing B. NT EING UNLESS SE I RIOR DIMENSIONS A E TO FACE OF FRAMING Deck per Structure) UNLESS OTHERWISE NOTED. 82, 0" 6'-0" 3'-2" C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. 29'-1" 1 -10, 28'-1" D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT T-g„ 64 D3 Al UNLESS OTHERWISE NOTED. W:425259.3181 jae 425.259.5242 uww.dykeman.ner E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR E-D LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- 1716 Wnt Marine View DHve fiveren,WA 961A1-2oea _ FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF Column per Structural Railing W64 Deck per S[rucural Column per Structural ASSEMBLIES AND HEADER,SILL AND SOFFIT W64 CONSTRUCTION. lil F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE W64 Wgq B1 A3 a FRAM NG ABOVEU NLE9S OT ERWISE NO EDFLOOR G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO Deck per Structural US W64 US til DECK ABOVE. Railing H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD Storage torage STUD TRACK AT ALL EXTERIOR STUD WALLS. _ I. CONTRACTOR SHALL PROVIDE CONTINUOUS 6'-3" z'-6^ UNITES W62 2'-6"CL 6'-3" �L HORIZO N BLOCKING OR BOND BEAM AS 2'-1"(L W63 = �L 2' 1" REQUIRED ATALT ALL WALL MOUNTED LAVS,DRINKING A7 D3 Al W64 W62 Living Room W64 A7 D3 W63 Al ARCHITECTFOUN URAL AS NTEROR MIRRORS, ELEVATIONS AND REFER TO Coo RDINATE WITH MECHANICAL. SIM. J. CONTRACTOR SHALL SEAL AROUND ALL OPP HND _ PENETRATIONS AT FIRE RATED WALLS,INCLUDING W61 2 W61 BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., �1 A6.14 �1 WITH FI RESTOPPING PER I.B.C.REQUIREMENTS. 4 1 Bedroom 2 K. ELECTRICAL AND MECHANICAL EQUIPMENT AND A3 12 AS 11 ACCESSORIES SHOWN FOR CONTRACTOR - - CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR -—-—-—- SPECIFIC SIZES AND LOCATIONS. L. REFER TO REFLECTED CEILING PLAN FOR CEILING O MOUNTED EQUIPMENT. C W63 UNIT E4 SIM. T-3 UNIT E6 M. VERIFY ALL ACCESSIBILITY CLEARANCES, 6467 OPP AND REGISTERED 2 ( DW SIM. W63 SHOWN QNHEETA DRAWINGS ARCHITECT Living Room Ag 14 - l� Living Room N. REFER TO SHEET A6.02 FOR TYPICAL DOOR 4"/1'-0' - - A6.14 CLEARANCES. W62 - 0. REFER TO SHEET A6.01 FOR TYPICAL Column per Structural - U5 - Column per Structural MOUNTING HEIGHTS FOR WALL-MOUNTED T Y JAM S EWETT Pe ___. _ __ ACCESSORIES AND EQUIPMENT. SAT OF WASH GTON O - - - - - - U2 a Kitchen p. REFER TO TYPICAL UNIT PLANS FOR INTERIOR 8'-8" A, DIMENSIONS AND NOTES. SIM. Q. THE FOLLOWING RESIDENTIAL UNITS ARE 2 OPP HND W64 DESIGNED TO MEET"TYPE A"ACCESSIBILITY N ° STANDARDS UNITS 8 1 8 2 B 3 AND B-4 e A6.11 ° W64 DW U3 o REF. O DW R. FIRST FLOOR UNITS AT BUILDINGS TYPE TC,D, -- 2'-3„ 2'-10" 6'-8" 3'-4" - Shelf&Rod - AND E SHALL MEET"TYPE B"ACCESSIBILITY _ 3'-0" T-0" g3 STANDARDS. Park 7 C3 Bathroom - S. TYPICAL INTERIOR WALLS ARE TYPE W41 c Kitchen - ,g UNLESS NOTED OTHERWISE S W61 E FQ g'_g" 4 - T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET U10 A6.11 UNLESS NOTED OTHERWISE. Shelf&Rod 61 @o �6 W64 U. TYPICAL UNIT KITCHENS ARE TYPE I ON SHEET A6.15 FOR UNLESS NOTED OTHERWISE. A2 14 2 Don V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE _ _ _ 3 A214 WD Arlington REF. O O W61 O O REF. b m TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED L - OTHERWISE Bedroom 1 u5 a Entry Q - us - W6a - Investments L.L.C. wag U14 W65 W62 W62 O - Bedroom 1 AT r - - O U6 D„ 12 (LIFT D6 20201 77th Avenue NE Arlington, WA W62 - W65 7-2., g'_g. .O s'-s" A3 _ Shelf&Rod - N - Shelf&Rod uj uz e n ry u1 Li Li U1 Entry a U2 W41 STAIR/ - Shelf&Rod ENTRY - _ FLOOR FINISH LEGEND B U2 U3 U2 U3 U3 U3 U2 W66 W66 This drawmg rs. U2 ___ CARPET-BROADLOOM 1.Copyright 2016 DYKEMAN,Inc. UP-- DOWN ii Ug UB r 2.The Architect's Instrument ofProfessicnal Service. 3.For use on this project only.Obtain Architects Shelf&Rod - J --------- L - VINYL PLANK written permission for any other use or reproduction. Bathroom 1 4'-0" 3'-a" 4'-0" - ------ �' a'-o^ 3'-a^ a'-0" ° Shelf&Rod - ------ 'dl W61 Bathroom - --- W64 SHEET VINYL W/WELDED MARK DATE DESCRIPTION W64 ____ 5 .10,1016 Issued Building Permit SEAMS Bedroom Bathroom 6edroom3 _ _____ Bedroom Bathroom W61 s alorzols pemntRevisions W42 W61 W41 Bedroom 2 wa2 1'-6 1/2" V-6 1/2" STORAGE FLOOR PLYWOOD OOD Built-in Shelving 12'.Depth = - Built-in Shelving 12"Depth - - yV64 W61 = W66 W61 W63 W64 W63 W63 Bi B1 W63 I PROJECT NOMBER: 12014-052 SIM. T E-A APPROVED BY: SIM. O w - - - - __ —-—--SIM. 1 OPP HND PROJECT DIRECTOR: Michael Stevens 2 W63 61 W63 3'-2' W64 VW64 3'-2" W63 OPP HND B1 W63 2 PROJECT MANAGER: Doug Hofius A6.11 3'-2" SIM. Stair per Schedule q 4 - ------ � A6.11 3'-2. A8.11 CHECKED BY: AS 11 JOB CAPTAIN: Nathan Bataille g,-4" 10'-7" CL 7,-4„ 101-7„ 12,-4 - ------ 10,-7„ T,-q. ig,-T„ 6,-4. Az.1a A Building E - 2nd Floor A Plan I: Buildin E 2nd Floor Plan 2 3 4 5 1 2 3 4 5 3 A2.14 E-4 E-3 A3.12 IF- E-1 4 D FLOOR PLAN GENERAL NOTES Column per Structural AS F_ _ Structural A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES Railing ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. 29'-1" 24'-10 28'-1" D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT 2'-2" U-9" 16'-8" T-6" 11'-6" 13'-4" 16'-8" 6'-9" 1'-2" UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR W:I25259.3181 fae 4z8.z59.5zaz wuwedykemaaner CL 6--0" CL 3'-2" LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF 1718 Wa[Marine View DHve everen,WA 98201-2098 3 6" W64 D3 A7 ASSEMBLIES AND HEADER,SILL AND SOFFIT CONSTRUCTION. - - - - - - - - - - E-D F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE _ FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR Column per Structural Deck per Slruclurel Railing W64 Deck per Structural Column per Structural FRAMING ABOVE UNLESS OTHERWISE NOTED. W64 G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO W64N DECK ABOVE. H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD - W64 Ew64 B1 - STUD TRACK AT ALL EXTERIOR STUD WALLS. U2 I. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING OR BOND BEAM AS U2 Railing REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING forage _ FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO VJ64 T� i W62 torag ARCHITECTURAL INTERIOR ELEVATIONS AND 6'-3" 2'-6" - 2'-6"�L 6'-3" CL COORDINATE J. CONTRACTOR IHALLL SEALTH NAROUND ALL W63 W62 - W63 PENETRATIONS AT FIRE RATED WALLS,INCLUDING D3 Al W63 UNIT E$ W64 Al D3 BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. K. ELECTRICAL AND MECHANICAL EQUIPMENT AND CL Living Room SIM ACCESSORIES SHOWN FOR CONTRACTOR 2 OPP HND CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR W61 W61 SPECIFIC SIZES AND LOCATIONS. A6.14 L. REFER TO REFLECTED CEILING PLAN FOR CEILING 4 2 C A3 12 (. A5 11 M MOUNTED EQUIPMENT. M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS C SHOWN ON DRAWINGS.BedrOOm W62 UNIT E9 C2 N. REFER TO SHEET A6.02 FOR TYPICAL DOOR 6467 REGISTERED C2 UNIT E7 � CLEARANCES. ARCHITECT 4'-0" l� Living Room 0. REFER TO SHEET A6.01 FOR TYPICAL _ Living Room MOUNTING HEIGHTS FOR WALL-MOUNTED W63 OPP HND Shelf&Rod DW SIM. W63 ACCESSORIES AND EQUIPMENT. 2 - - T Y JAM 6 EWETT 2 P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR SAT OF WASH GTON A614 - A614 DIMENSIONS AND NOTES. Q. THE FOLLOWING RESIDENTIAL UNITS ARE Kitchen DESIGNED TO MEET"TYPE A"ACCESSIBILITY Column per Structural _ _ _ _ _ U2 ¢ Column per SVuctural STANDARDS:UNITS B-1,B-2,B-3,AND B-4. 8'-9" R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, • 1• • m n AND E SHALL MEET"TYPE 6"ACCESSIBILITY 6'-4" liu - til {{ STANDARDS. -9-o-i DW 2 OPPHND € �"� 6 a S. TYPICAL INTERIORWALLSARETWEW41 Park 77 l 1 U3 REF. O DW l - 1 - - - - UNLESS NOTED OTHERWISE L _ A6.11 --- - - - - - T. TYPICAL UNIT BATHROOMS ARE TYPE 62 ON SHEET SIM. W42 _ . W42 �SIM. A6.11 UNLESS NOTED OTHERWISE. 2 OPP HND Kitchen r._, Shelf Rod Kitchen U U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 m A6.11 UNLESS NOTED OTHERWISE. A6.11 ¢ Bathroom W661 U10 - V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE FOR g'_g•• o o 6,-9„ ¢ TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED v W64 W63 - iv W61 W63 - OTHERWISE WD Arlington 0 0 W61 REF. O 0 { - Den 0 O REF. o W� Investments, L.L.C. Bathroom 1 --- - - - --- b n O a 1 Shelf&Ro _ QF throom 1 AT W42 U14 w62 20201 77th Avenue NE W64 o u2 o wic o W6a Arlington, WA us O U2. U6 U1, U11 U2. --.— -- ---—-—- Shelf&Rod Shelf&Rod W65 " U2 _ Entry W62 6'-6" Ent U2 Az.1a z - � �� ry B u, u1 3 Az.1a B U2 Shelf&Rod W65 Shelf&Rod U2 This drawing is: 1.Copyright 2016 DYKEMAN,Inc. W66 - 2.The Architect's Instrument of Professional Service. U2 U2 U2 U2 3.For use on this project only.Obtain Architects DOWN U6 W64 j wntten percussion for any other use or reproduction. ro _______ n T-0" J 4'-0" --------- - ------- MARK DATE DESCRIPTION n _ __ __= ^ 5 8/102016 Issued Building Permit (Ud 6 8/102016 Permit Revisions Bedroom 1 I c2 I -- ------ - ----- - I ws1 Cz I ws1 Li Bedroo 2 Bathroom 2 1 Bathroom 2 Bedro m 2 - - ------- Bedroom I � � Built-in Shelving wss wss 12"Depth Built-in Shelving P -. - - - - - - Depth -2" -- - - -- - - - 1 W64 PROJECT NUMBER: 2014-052 W61 W61 W63 APPROVED BY: W63 PROJECT DIRECTOR: Michael Stevens W63 g, - g1 W63 `L PROJECT MANAGER: I Doug Hoflus E-A - - - - - -a CHECKED BY: W63 61 3'-2" --.--WAR 3'-2" W64 W64 W63—.—. T-2" 81 LI W63 JOB CAPTAIN: Nathan Bataille 10'-7' T-4" 10'-7" Slair per Schedule 3•_2"' 7'-4" 10'-7- 2'-8" 2'-6" 4'_B" ,'-B" ,,._„" 4'_10" 5'-9" ,2'_4" 6'-9" 3'-,D" „_„" 6'-a° FLOOR FINISH LEGEND •.. , SIM. SIM. Column per Structural OPP HND a 1 A6.11 A6, AA214 � CARPET-BROADLOOM Building E - 3rd Floor A E-4 E-3 E-2 E-1 Plan VINYL PLANK SHEET VINYL W/WELDED SEAMS Bulldln E 3rd Floor Plan STORAGE FLOOR PLYWOOD . 1 1/4"=1'-0" 1 2 3 4 5 1 2 3 4 5 1 A2.15 A3.13 Trellis Posts CB-3 CB-2 1 Downspout CB-1 CB-0 D 31'-4" 32'-0" T-3"' FLOOR PLAN GENERAL NOTES 5'-0" 13'-6" 22'-8" 11'-1" 11'-1" 7'-3"' Panel Bank A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING M44 9 UNLESS OTHERWISE NOTED. A6.13 PH Provider C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ��5' 12 _ ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CB-D D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT T-8• CL W64 — 3'-0" i \ _ UNLESS OTHERWISE NOTED. ow pL•I25259.3181 wuw.ykemaaner IN Dnspout Jae 425.259.5242 d / CLR. —T 7 E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR A4 W64 Trellis Posts Downspout / \ / { LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- 1716 Wear Maine View DHve everen,WA ea1At-2oaa FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF M44 I ASSEMBLIES AND HEADER,SILL AND SOFFIT \ c � /// - CONSTRUCTION. m M U - F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE W63 \ 4 — \ / CL 2' 8 - FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR FRAMING ABOVE UNLESS OTHERWISE NOTED. G. DECK ABOVE. WALLS SHALL BE CONTINUOUS TO A2 C1 E7 E7 M44 W85 H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD \ / STUD TRACK AT ALL EXTERIOR STUD WALLS. \ / US I. CONTRACTOR SHALL PROVIDE CONTINUOUS 7Ofrice HORIZONTAL BLOCKING OR BOND BEAM AS -------- '^ REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING Column per ______ 4'-11" IS"MIN. FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO Structural -- — ARCHITECTURAL INTERIOR ELEVATIONS AND - ---- ------- E5 : W61 COORDINATE WITH MECHANICAL. _ J. CONTRACTOR SHALL SEAL AROUND ALL -_ / W63 PENETRATIONS AT FIRE RATED WALLS,INCLUDING Men BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., C4 WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. Women K. ELECTRICAL AND MECHANICAL EQUIPMENT AND W64 ACCESSORIES SHOWN FOR CONTRACTOR _ CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR 110hhy POOI SPECIFIC SIZES AND LOCATIONS. O O -�y L. REFER TO REFLECTED CEILING PLAN FOR CEILING C 'ki = � Storage/Meth MOUNTED EQUIPMENT. C M. VERIFYALL ACCESSIBILITY CLEARANCES,AS 6467 SHOW SHOWN ON DRAWINGS. REGISTERED 61 N. REFER TO SHEET A6.02 FOR TYPICAL DOOR ARCHITECT W66 ® ® CLEARANCES. UP_ Storage — U9 O. REFER TOSHEET IGHTSF FOR FOR --- MOUNTING HEIGHTS FOR WALL-MOUNTED T Y JAM S EWETi 2'Deep Shelving - — ACCESSORIES AND EQUIPMENT. S AT OF WASH GTON M44 - P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR Stair per Schedule C6 DIMENSIONS AND NOTES. Q. RE DESIGNED OI MEETSTYPE A"ACCE SIBILITY STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ''• 1• • R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, AND E SHALL MEET"TYPE B"ACCESSIBILITY STANDARDS. LL 2 A2.15 - S. TYPICALINTERIOR SARETVPEW41 Park 77 6-4- 7'-10" 61� E3 W63 �� UNLESS NOTED OTHERWISE E7 T. TYPICAL UNIT BATHROOMSARE TYPE B2 ON SHEET `N ASA1 UNLESS NOTED OTHERWISE. U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 J T C1 UNLESS NOTED OTHERWISE. FOR E1 ® V. TYPICAL CLOSET TO STUD FACE AT CLOSET LOSE DIMENSIONS TERIOR.UNLESS NOTED F _ � WD Arlington i 04 Dnwns� Investments, L.L.C. - — W61 AT M44 A6,4 �� 20201 77th Avenue NE 00 M44 Arlington, WA W6 FLOOR FINISH LEGEND A2.15 3 00 2._8:. T Communi Exercises Room B Room CARPET-BROADLOOM B This drawing is: -: - 1.Copyright 2016 DYKEMAN,Inc. 2 VINri PLANK 2.The Architect's Instrument of Professional Service. q2.,g ,- 3.For use on this proJcet only.Obtvn Architect s T - (E2 wntten pcmussum for any other use or reproduction. - _ - _ _ - _ W41 �. WALK OFF MATT MARK DATE DESCRIPTION M44 2'-0" 3'Height Wall 5 8/10/2018 Issued Building Permit 6 8/10/2016 Permit Revisions CERAMIC TILE In AS 12 - - w C3) CC3 C3 - W63 C - C2 W63 PROJECT NUMBER: 12014-052 M44 "I 2 0 APPROVED BY: — — — — PROJECT DIRECTOR: Michael Stevens PROJECT MANAGER: Doug Hoflus W63 W63 Column er Stucurdl CHECKED BY. � W83 } P JOB CAPTAIN: Nathan Bataille 10 33/8' 2' 6' - 10'-33/8 11-101/2" p Downspout , 1 EQ '-4 2''..10,-0. 2'-0 < .10'-0" 2'-0" .10 0" . .2'-2 '., A 'Downspout T .- A Community Building 26 4" 38'-9• 6" Enlarged Plans Column per Structural A2.15 1 I. PI14? mmunity Building- 1st Floor Plan 1 2 3 4 5 ©'.. 1 •.' W �® ® • • • - • •• FI)Y ,&,,igo+r i,o,1 o—W1iog �, - i� �� :•• • _ •• CONSULTANT: �� m' �� `� 'S1 � :�� ••� • � • � REGISTRATION STAMPS: pl��l�■fRT..-=1 ARCHITECT ■�■1n`(.Wi . • , • ��,� � �� ■�■��.��_�� PROJECT IDENTIFICATION: � . %■- �� .. W=yip ■�?:EEEAE.�l�J� ^�ME N • .• _•• - • • rk 77 !Joe go FOR WD Arlington Investments, L.L.C. �_—_—� ■ 1��1 ■GIs .I_--��/i \ Arlington, WA NINON FEE— ININ 2 The Architerfa Instrument of Professional Servire. —'1� .� -----■ �--■1`llll•■-<I.111�—■ice � �io--�■R.-1'.T-'■.JT--� 3.For use on this projert only.Obtain Amfutect's wig 9 NONNI . • JOBICAPTAIN: Nathan Bataille � �■��r��u DRAwtNGTrn i 1 • —I •• ® DRAWING NUMBER: Q • • • •• ' A1 .25 1 2 3 4 5 D I)YK ■ MAN GB-D CB-2 A3,13 CB-3 W:428259.3181 foe 428.269.5242 uww.dykeman.ner 1718 Wd[Marine New DrWe everen,WA 981A1-2098 _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF ROOF M.10" O6 1113 CAI 12 061114 I n Living Room Bedroom B Broom Liviffl oom _ — / 2nd FLOOR AL 12' C 031500 C Community Room 6467 Sim REGISTERED Fitness Room B1 ARCHITECT A8.1 a 05 5200 T Y JAM S EWETT Hj, I GROUND FLOOR S AT OF WASH GTON Sim C1 Commlunity Building-Section 2 2247,3 A8.14 I I I 0' 4' 8' 16' Park 77 CB-A CB-B CB-C CB-D FOR WD Arlington Investments, L.L.C. 2 Keynote Legend AT I A3.13 I I Key Value Keynote Text 20201 77th Avenue NE 083117 061113 Arlington, WA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _TOPOF 0" 031116 ARCHITECTURAL CAST-IN PLACE CONCRETE r FORMING + 031500 FOUNDATION PER STRUCTURAL B 055200 METAL RAILINGS B 061101 COLUMN PERSTRUCTURAL Thisdmwingis: o7a1,a 061113 ENGINEERED WOOD PRODUCTS l.Copyrightzol6DYKEMAN,Inc. 061114 OVERFRAMED WOOD CRICKET 2.The Architect's Instrmnent oTProfessional service. 3.For use on this project only.Obtain Architect's 06 1115 BLOCKING-AT TYPE A&B UNITS ONLY writtm permission for my other use or reproduction. A5.12 061500 WOOD DECKING 061101 Bathroom Hallwa 073113 ASPHALT SHINGLES Balcony bedroom Closet y os 1115 07 7123 MANUFACTURED GUTTERS AND MARK DATE DESCRIPTION 07 7123 055200 I Fc1 DOWNSPOUTS 2 12/1012015 CUP 7/2015 DesignRevliwl Submittal _ _ L 2nd FLOOR_ 083117 ATTIC ACCESS PANEL AND FRAME 3 1/14/2016 Pricing Package 061500 12' 224713 DRINKING FOUNTAINS a 2/19/2016 Updated Pricing 5 6/10/2016 Issued Building Permit 6 8/10/2016 Permit Revisions oa,1,s patio Communi Room Lobby I 'GROUNDFLOOR PROJECT NUMBER: 2014-052 APPROVED BY: n _ _ _ n _ _ _ PRO.IECF DIRECTOR: Michael Stevens Community Building S ction 1 031500 PROJECT MANAGER: I Doug Ho6us 1 — CHECKED BY: 1/8"=1'-0" JOB CAPTAIN: Nathan Bataille 0' 4' 8' 16' I I I I •� � A Community Building A Section l: � C 1 2 3 4 5 1 2 3 4 5 D LIVI PAC I)YKEMANWindow Schedule Frame Type Mark Type Material Width Height Comments U value Head Detail Jamb Sill i Al Living 3'-21/2" 6'-4" 0.28 - _ A2 Living 1'-10" 6'-4- 0.28 resers.zss.al■1 4zs.zse.szez m�aeyr�raea.mer \ A3 Living 3'-2 1/2" 5'-4" 0.28 1718 Wd[Marine Vkw DrWe eve en,we sezol-zose A4 Living 4'-6" 6'-4" 0.28 B1 Bedroom 4'-10" 5'-4" 0.28 B3 Bedroom 1'-10" 5'-4" 0.28 A2 A3 A4 C1 Clerestory 1'-10" 1'-4" 0.28 C2 Clerestory 4'-10" T-4" 0.28 C3 I Clerestory 4'-8" 1'-2" 0.28 B OM D3 Sliding Glass Door 6'-0" 8'-0" 0.28 4'-10" 2'-0" 1'-8" Legend: T-Tempered Glass `v C LA INTERIOR STOREFRONT C 12'-0" 6'-0" 23'-21/2' 6467 REGISTERED ARCHITECT 6'-6" T Y JAM 5 EWETT CLERESTORY S AT OF WASH craN 1'-10" 4'-10" N T T T T� T T� T Park 77 Cl C2 C3 SLIDING GLASS DOOR T T T T T T T T T T T FOR ——— ---- ————— E5 E6 E7 E8 WD Arlington Interior Storefront Interior Storefront Interior Storefront Interior Storefront Investments, L.L.C. AT 20201 77th Avenue NE l l Arlington, WA so Interior Relite 6'-6" 10'-0" B B D3 ———— ————_ This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architecfs Instrument of Professional Service. EXTERIOR STOREFRONT 3.For use on this project only.Obtain A hiteces written permission for any other use or reproduction. 17'-5 1/2" _ MARK DATE DESCRIPTION 1 11/20/2015 CUP Submittal 2 12/17/2015 Design Review Submittal 3 1/142016 Pricing Package E9 E10 6 8/10/2016 Permit Revisions Interior Relite Interior Relite 5'-6" 10'-33/8" 5'-0" 12'-0" PROJECT NUMBER: 1 2014-052 APPROVEDBY: PRO.IECP DIRECTOR: Michael Stevens PROJECT MANAGER: 1 Doug Hofius CI-IECKED BY: JOB CAPTAIN: 1 Nathan Battelle, T T A T T T T T T Window Types & A T T T Schedules T T T E1 E2 E3 E4 E11 E12 Exterior Storefront Exterior Storefront Exterior Storefront Exterior Storefront Exterior Storefront Exterior Storefront 1 1: Window Legend ' 1/4"=1-0" 2 3 4 5 1 2 3 4 5 D 2X BLKG.W/(3)1 1/2"VENT HOLES SLOPE PER ROOF PLAN GRID 2X BLKG.W/(3)1 1/2" W/INSECT SCREEN,TYP. 1 8 VENT HOLES W/INSECT RAFTER EXTENSION, ASPHALT SHINGLES OVER#30 1'-6" SCREEN,TYP. NAIL TO TRUSS BLDG.PAPER OVER 1/2"SHTG. ASPHALT SHINGLES OVER 30# TRUSS PER STRUCT. _ BLDG.PAPER ON 1/2"PLYWOOD PRE-FIN 24 GA.MTL.FLASHING SLOPE PER ROOF PLAN �` W:I2525A3181 far 4z8.z59.6z<z unuw.dykeman.aer 1718 Wd[Marine New DrWe Everett,WA 98201-2098 1:p. I I PRE-FIN.MTL.FLASHING PRE-FIN MTL.GUTTER I PRE-FIN.MTL.GUTTER 3/4"X 5-1/2"TRIM BD. I I I R49 F.G.BATT INSULATION PAINT EXPOSED PLYWOOD DECKING, RAFTER EXTENSIONS,8 ADJACENT TRUSS PER STRUCT. WALLS ABOVE TRIM BOARDS 5/8"GWB PAINTED 3-1/2"FIBER CEMENT TRIM VAPOR BARRIER I AIR INFILTRATION BARRIER TO SCHEDULED SIDING LAP MTL.ROOF WALL FLASHING I I PAINT EXPOSED PAINTED 3-1/2"FIBER CEMENT TRIM I PLYWOOD DECKING, R-49 BLOWN-IN INSULATION I RAFTER EXTENSIONS, C I &ADJACENT WALLS C ABOVE TRIM BOARDS 5/8"GWB I 6467 I SCHEDULED SIDING REGISTERED 5/8"GWB I ARCHITECT I PAINTED 3-1/2"FIBER CEMENT TRIM 2X6 FRAMING @ 16"O.C. I I T Y JAM S EWETT VAPORBARRIER I SCHEDULED SIDING SAT OF WASH GTON SCHEDULED SHEATHING R-21 F.G.BATT.INSULATION I WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER , Park 77 �c Detail �Q!Roof Eve Detail FOR v l 1 uz"=r-o^ u 1 1 1/2^=r-o^ WD Arlington Investments, L.L.C. VARIES AT WEATHER RESISTIVE 20201 77th Avenue NE BARRIER Arlington, WA SCHEDULED SHEATHING SCHEDULED SIDING B B This drawing is: STARTER STRIP 1.Copyright 2016 DYKEMAN,Inc. 2.The Architecfs Instrument of Professional Service. 3.For use on this project only.Obtain Architect's PRE-FIN 24 GA.6"X 4"MTL. written permission for any other use or reproduction. ROOF/WALL FLASHING 3 COR-A-VENT X5(1/2 X 11") ROOF/WALL VENT OR EQUAL MARK DATE DESCRIPTION 5/8"GWB SET ON SEALANT BD. 5^i 2XBLKG.W/(3)11/2" 6 8/10/2018 Pertnil Revisions ASPHALT SHINGLES OVER 30# VENT ASPHALT SHINGLES VAPOR BARRIER BLDG.PAPER ON 1/2"PLYWOOD HOLES BTWN.JTS.W/ OVER ROOFING FELT INSECT SCREEN,TYP. 3/4"PLVWOOD R-21 F.G BATT.INSUL. SLOPE PER ROOF PLAN SIMPSON A35 PAINT EXPOSED OR EQUAL PLYWOOD DECKING, METAL EDGE TRIM RAFTER EXTENSIONS,8 2X4 OUTRIGGERS ADJACENT WALLS TYP.) ABOVE TRIM BOARDS BLOCKING W/HOLES, PAINTED 2X6 1"GYPCRETE PROJECT NUMBER: 2014-052 INSECT SCREEN WOOD TRIM 3/4"PLVWOOD JOISTS PER STRUCT. APPROVED BY: BLOCKING PER PROJECT DIRECTOR: Michael Stevens PAINTED 3-10 FIBER CEMENT TRIM T.O.PLYWOOD STRUCT. PRE FIN 24 PROJECT MANAGER: Doug Hofius 1/2"PLYWOOD @ 2ND FLOOR GA.MTL. C__BY: FLASHING JOB CAPTAIN: Nathan Bataille WEATHER RESISTIVE BARRIER FBER CEMENT I S IDING R-49 BATT INSULATION I PRE-FIN MTL. GUTTER A 3/4"TRIM BD. A 1 "FLR. S PAINTED 3-1/2"FIBER CEMENT TRIM Details I R-49 F.G.B TT.INSUL. I I SCHEDULED SIDING B VAPOR BARRIER WEATHER RESISTIVE BARRIER 1 IN ��Roof Edge Detail �� Low Roof Detail C D 1 11/2"=1'0" ,A! 111/2"=V-0" 1 2 3 4 5 2 3 4 5 4" 1'-0 1/2" D 2X2 STAINED FIR ■ MAN STRUCTURAL STANDING 12 SEAM METAL ROOF 114 E MOUNTED PREFABRICATED ry_ 2X6 WOOD STUDS W/R-21 BATT INSULATION MINUM GUARDRAIUHANDRAIL SYSTEM W:428259.3181 fae 428.269.5242 wuvudykeman.ner X DECKING W/3/8"GAP BTWN.BOARDS O O SELF-ADHERED MEMBRANE Ginter I 1718 Wd[Marine New DrWe Lhzretl,WA 981A1-2098 O 1 SCHEDULED SIDING 1/2"DIA. GALVANIZED BOLTS FYP.) I METAL FLASHING j4A 3X70 STAINED FIR 1/2"PLYWOOD SHEATHING- '�, W/5/8"GYPSUM SHEATHING _ - WHERE INDICATED 6X6 STAINED FIR POST 2X10 @ 12"O.C. SLOTTED MASONRY ANCHORS (TREATED) BEAM PER STRUCTURAL(P.T.) WEATHER RESISTIVE BARRIER 1/2"DIA.GALVANIZED BOLTS 1'-6" 5'-61/2". 4"CMU 1 Deck Edge Detail �� Community Room Entry Trellis Detail PLYWOOD 1 1/2"=1'O" 1 L ' I 1 1/2"=1'O" C 5/8"TYPE"X" C GW B W/VAPOR BARRIERPAINT 6467 REGISTERED ARCHITECT JOINT REINFORCING I SLOTTED MASONRY ANCHORS T Y JAM 5 EWETT 2X3 STAINED FIR @ 8"O.C. S AT OF WASH(GTON 1/2"DIA.GALVANIZED BOLTS(TYP.) �Q CMU Cap @ Wall Detail o u 1 Park 77 I I � FOR 11 3X8 STAINED FIR @2'O.C. 3X10 STAINED FIR PAIRED WD Arlington - _______ - Investments, L.L.C. ------ , --- AT 1/2"DIA.GALVANIZED BOLTS(TYP.) 20201 77th Avenue NE I 6X6 STAINED FIR POST ti Arlington, WA SELF-ADHERED MEMBRANE ,I I SIDING I INSIDE CORNER TRIM I AIR BARRIER I - B SCHEDULED SHEATHING B I WEATHER RESISTIVE BARRIER This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architects Instrument of Professional Service. Trellis Detail Inside Corner Detail 3.Poruse permission sionforect my .� rl.� written permission for any other use or reproduction. V ' 1 1/2-1 0 LJ 1 3=1 0 SLOTTED MASONRY ANCHORS, W/JOINT REINFORCING MARK DATE DESCRIPTION WEATHER RESISTIVE BARRIER 6 8/102016 Pernit Revisions 4"CMU 1/2"PLYWOOD 1/2.PLYWOOD WEATHER RESISTIVE BARRIER 5/8"TYPE"X"GWB SILL GASKET FIBER CEMENT SILL GASKET SELF-ADHERED FLASHING SIDING THRU-WALL FLASHING PRESSURE TREATED PRESSURE TREATED SILL PLATE z SILL PLATE IT11D. �..-..- "' E PROJECT NUMBER: 2014-052 6X6 STAINED FIR POST DRIP EDGE APPROVED BY: SILL GASKET PROJECT DIRECTOR: I Michael Stevens SILL GASKET —III—III PROJECT MANAGER: Doug Hofius 2"RIGID FOAM(R-10) 2"RIGID FOAM(R-10) CHECKED BY: - - — JOB CAPTAIN: Nathan Bataille 1/2"DIA.GALVANIZED BOLTS(TYP.) — A O GALVANIZED STEEL SLEAVE III— —III—I 1 —III— III— A _ CONTINUOUS FOOTING DRAIN CONTINUOUS FOOTING DRAIN Details —II GALVANIZED STEEL ANCHOR III—III- FOOTING PER STRUCTURAL - FOOTING PER STRUCTURAL —I —I I- IIIII II I I _III—Ili_ 2._0" al . 2•_6" _r L • Post Detail �112 l-Typical Sill Detail-CMU Wall F 1 1 1/2"=1.-1 Al 11/2"=V-O" 1 2 3 4 5 1 2 3 4 5 D I)YK ■ MAN W:428259.3181 fae 428.269.5242 wwwdykeman.net 1718 Wd[Marine New DrWe Sveretl,WA 981A1-2098 C C 6467 REGISTERED ARCHITECT T Y JAM S EWETT S AT OF_"IGTON Park 77 FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE FACE MOUNTED PREFABRICATED Arlington, WA ALUMINUM GUARDRAIL/HANDRAIL SYSTEM TREX DECKING W/3/8"GAP BTWN.BOARDS B B This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 1/2"DIA.GALVANIZED BOLTS Ct 2.The Architecfs Instrument of Professional Seriro. 3.For use on this project only.Obtain Architect's 2X10 @ 12"O.C. written permission for any other use or reproduction. (TREATED) SEALANT @ TOP BEAM PER STRUCTURAL(P.T.) OFGROUT JOINT SIMPSON US BRACKET,OR APPROVED PRE-CAST CONC.SILL MARK DATE DESCRIPTION 6 8/102016 Pernit Revisions PRE-CAST CONC.SILL 4 d GALVANIZED ANCHOR BOLTS,HOOK SIDE d #3 BAR #3 BAR 6"CMU W/GROUT 8"FULLY GROUTED CMU y _ Z PROJECT NUMBER: 2014-052 APPROVED BY: • - PROJECT DIRECFOR: Michael Stevens PROJECF MANAGER: Doug Hofius CHECKED BY: p JOB CAPTAIN: Nathan Bataille I° a 8"CMU FULLY GROUTED 1 4 d .. Q._ I a a 4 d 4 4 A t d #3 BAR A Details as a as as a d� a 4 _ _ 1 IC C� CMU Column to Deck Connection B� CMU Bench Section A� CMU Column • • 1 2 3 4 5 2 3 4 5 Park 77 Stair Schedule First Fit. Top of 2nd 2nd Fit D Stair Bottom Top Rise First Fit.Risers Fit. Rise 2nd fit.Risers 1A 146.26 156.48 10.22 18 R 6.81" 166.41 9.93 18R 6.62" DYKEMAN 1B 138.8 146.55 7.75 14R 9b 6.64" 156.48 9.93 18R 6.62" 1 C 138.4 146.65 8.25 15 R 6.6" 1 D 138.2 146.55 8.35 15 R a 6.68" 2A 146.88 158.43 11.55 20 R @ 6.93" 168.36 9.93 18R 6.62" 2B 148.02 158.43 10.41 18 R 6.94" 168.36 9.93 18R II.; 3A 151.13 161.43 10.3 18 R 0 6.86" 171.36 9.93 18R 6.62" 4A 153.43 164.93 11.5 20 R Icii 6.9" 174.86 9.93 18R 6.62" 413 154.28 164.93 10.65 19R 0 6.73" 174.86 9.93 18R 6.62" ai:azs.zssatst azs.zsssz�z wvurdykeman.ner 5A 146.3 156.43 10.13 18R 0 6.75" 166.36 9.93 18R 6.62" vts west nla.hre wew>Mre wren,wn sazol-zosa 6A 148.29 158.43 10.14 18 R 6.76" 168.36 9.93 18R Q6.62" 7A 151.54 162.02 10.48 18 R 6.76" 171.95 9.93 18R 6.62" 8A 153.45 163.93 10.48 18 R 6.99" 173.86 9.93 18R 6.62" 813 153.97 163.93 9.96 18 R 0 6.64" 173.86 9.93 18R 6,62" 9A 146 156.68 10.68 19 R ga 6.75" 166.61 9.93 18R 6.62" 98 146.57 156.68 10.11 18 R 6.74" 168.61 9.93 18R 06.621 10A 143.31 153.43 10.12 18 R 9D 6.75" 163.36 9.93 18R 6.62" 11A 146.07 157.43 11.36 20 R 0 6.82" 167.36 9.93 18R 6.62" 11B 147.02 157.43 10.41 18R 0 6.94" 167.36 9.93 18R 6.62" 12A 139.81 151.43 11.62 20 R cO 6.9T' 161.36 9.93 18R 6.62" 12B 141.32 151.43 10.11 18 R 6.74" 161.36 9.93 18R 6.62" 13A 140.75 150.93 10.18 18 R 6.79" 160.86 9.93 18R 6.62" 13B 134.44 140.54 6.1 11 R 6.65" 13C 134.29 140.66 6.37 11 R 6,95" 13D 134.21 140.56 6.35 11 R 0 6.93" 14A 141.59 151.93 10.34 18 R 6.89" 14B 141.83 151.93 10.1 18 R 0 6.73" 14C 1 134.21 141.9 7.7 14 R a 6.6" 14D 134.2 141.9 7.7 14 R A 6.6" C 14E 134.2 141.9 7.7 14 R 0 6.6" C 14F 134.2 141.9 7.7 14 R 6.6" 6as7 REGISTERED 15A 142.96 153.43 10.47 18 R 6.98" 163.36 9.93 18R 6.62" ARCHITECT 15B 143.31 153.43 10.12 18 R 6.75" 163.36 9.93 18R 6.62" 15C 135 143.4 8.4 15 R 6,72" 15D 135 143.4 8.4 15 R 6.72" T Y JAMES EWETT S AT OF WASHI GTON 15E 135 143.4 8.4 15 R 6.72" 15F 135 143.4 8.4 15 R Q 6.72" 16A 144.23 154.43 10.2 18 R 6.8" 164.36 9.93 18R 6.62" 16B 144.4 154.43 10.03 18 R a 6.69" 164.36 9.93 18R 6.62" 0•• p 16C 136.5 144.4 7.9 14 R Q 6.77' 16D 136.5 144.4 7.9 14R 6.7T' Park 77 16E 136.5 144.4 7.9 14 R 6.7T' 16F 136.5 144.4 7.9 14 R OD 6.7T' 17A 146.26 158.61 12.35 22 R 0 6.74" 168.541 9.931 18R 6.6T' FOR NOTE:REFER TO SDI.1 FOR STAIR LOCATIONS W D Arlington NOTE:METAL STAIRS TO BE DESIGN-BUILD Investments, L.L.C. "CONTRACTOR TO PROVIDE AT 1"POSTS @5'D.C. 2"DIA.TOP 20201 77th Avenue NE Arlington, WA 2"DIA.TOP - B B This drawing is: HAND RAIL HAND RAIL 1.Copyright 2016 DYKEMAN,Inc. 2"DIA.GUARD RAIL 2.The Architect's Instrument of Professional Service. 1/2"BALUSTER @ 4 1/2"O.C. 3.For use on this pr ject only.Obtain Architect's 1/2"BALUSTER @ 4 1/2"O.C. written permission for any other use or reproduction. 1 1/2"DIA.HAND RAIL 4 1"POSTS @ 5'O.C. ry1AX MARK DATE DESCRIPTION 6 8/10/2016 Permit Revisions MAX \ \ PREFABR7ALIWAIM GUARDRAIL/HANDRAIL SYSTEM GALVANIZED STEEL STRINGER \ \ PROJECT NUMBER: 1 2014-052 PRECAST CONCRETE STAIR TREAD \ ' \ GALVANIZED STEEL STRINGER PROJECT DIRECTOR: Michael Stevens W/1/2"RADIUS @NOSING �� O O � - PROJECT MANAGER: 1 Doug Hofius - CHECKED BY: I JOB CAPTAIN: Nathan Bataille ° ® ® 112"DIA.GALVANIZED BOLTS(TYP.) PRECAST CONCRETE STAIR TREAD W/1/2"RADIUS @NOSING �•° \ PRESSURE TREATED \ L WOODSTRINGER PER STEEL FLANGE STRUCTURAL GALVANIZED STEEL A )1- ''I@ BEAM PER STRUCTURAL �� a - - .y .Or4 ° - Stair Details - Typical TREXDECKING -III III- g ~° III III-III-I I I I I I I I I I-III-III - ` III-III-III-III- ` 2X1012"O.C. -III-III _ _ III-III III-I _ PRECAST CONCRETE STAIR TREAD III -III-III --a- -=III-III- ,III GALVANIZED STEEL ANGLE -III-III-III-III-III-III-III-III-III-I I I- -III-III-III-III-III-III-III- LAG BOLTS 3 Stair Section Top Connection 2 Stair Section 2 =1 1=III-III-1 =i I'- Stair Section • 1/2"=,�-0„ ,1/2"=,.-0,. 11/2-V-0" 1 2 3 4 5 2 3 4 5 D DYKEMAN m:4u.usalsl �azs.zsssz4z wwurdykeman.ner 1]l6 West Marine View Drive Everett,WA 9e201-2098 C C�� STEEL COLUMN- C EXTEND TO ROOF 646] REGISTERED L-D ARCHITECT C� ETT C PREFABRICATED 5 AT oE3 WASHI G MES WON ALUMINUM C—, GUARDRAIL/HANDRAIL SYSTEM Park 77 W � w FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE Arlington, WA C-1 B �C—� r—� B b This amwing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. 1 PR ABRICATED r—�� 3.For use on this pr ject only.Obtain Architect's C 1 ALL INUM written pemtission f any other use or reproduction. �J GU RAIL/HANDRAIL C� SY TEM rr� C r MARK DATE DESCRIPTION 6 8/10/2016 Permit Revisions 16 j �C 1 2"DIA.TOP w GUARD RAIL I C 1 - "1 1/2 DIA.HAND - C— ST EL COLUMN � 2"DIA.TOP PRO.IF.C"1'NOMBER: i 2014-052 ce RAIL PE STRUCTURAL LLLIII GUARD RAIL APPROVED BY: L�I� V POSTS @ 5' �I� PROJECT DIRECTOR: Michael Stevens BARRIER RAIL u O.C. 1 1/2"DIA.HAND�T=1 PROJEC7'MANAGER: Doug HoW 1/2 C�� LLJJ"BALUSTER @ RAIL CHECKED BY: C—, 41/2"O.C. JOB CAPTAIN: Nathan Bataille I _ GALVANIZED 1"POSTS @ 5' C STEEL STRINGER RRIER RAIL _ O C rrl 1/2"BALUSTER @ • LLII 4 1/2"0 .C. _ GALVANIZED ° 5• �°.' ' 'tl' I'��7''�7 STEEL STRINGER A L u u l l l III III I I I�I II I I�I II I II I�I I II I II I II I II I II III - � III - II III . Stair Details - Section SEE STAIR SCHEDULE PRECAST E STAIR TREAD -- " CONCRET TREADS @ 11 III— —III—III—III—III—III—III—III—III—III III III III III— $ — PRECAST 15' 0 112" CONCRETE STAIR TREAD TREADS @ 11" Typical Apt. Entry Stair Section BL n a ecti • • G 1/2"=V-0" 1 1/2"=V-0" 1 2 3 4 5 ' CITY OF ARLINGTON 4 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20227 77th Avenue NE,Bldg 1 Permit#:1070 Parcel#:00829100000103 Valuation:935515.35 OWNER APPLICANT CONTRACTOR Name:WD ARLINGTON INVESTMENT LLC Name:Dykeman Architects Name:EXXEL PACIFIC INC Address: 1020 WEST CASINO RD Address:1716 W Marine View Drive Address:323A TELEGRAPH RD City,State Zip:EVERETT,WA 98204 City,State Zip:Everett,WA 98201 City,State Zip:BELLINGHAM,WA 98226 Phone: Phone:425-259-3161 Phone:360-734-2872 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 3 CONST.TYPE: V-B DWELLING UNITS: OCC GROUP: R-2 BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NO Sale ax relate g to construction and construction materials in the City . in ton must be reported on your sales tax return form and gilded City of Arli gton 01. 2q-l7 Si na a rint Name Date Released By Date CONDITIONS See plans for additional requirements. Adhere to approved plans. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 6/29/2017 Building Permit Fee $7,387.23 6/29/2017 Building Plan Review Fee $4,801.70 6/29/2017 Park-Community MF $13,473.00 6/29/2017 State Building Code Surcharge Fee $4.50 6/29/2017 State Surcharge per Dwelling $16.00 6/29/2017 Traffic Mitigation $11,779.38 Total Due: $37,461.81 Total Payment: $37,461.81 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon [City of Arlington Washington] Commercial Application Packet Page 1 of 10 AM,PEOPM COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 591h Ave NE•Arlington,WA 98223• Phone(360)403-3551 The following minimum Information is required for your Commercial/Multi-Family Building Permit Application.Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents.Incomplete applications will delay the review. One(1) City of Arlington Comm ercial/Multi-Family Permit Application (One permit application per building or structure is required) ® One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ® Three(3)Architectural Drawings Three(3)Structural Drawings ® Three(2) Structural Calculations m One(1) Project Specification Manuals(if applicable) ® One(1) NREC Code Compliance Forms ® One(1) Special Inspection Requirements Forms ® One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE,architectural, structural and landscape,and then ROLLED TOGETHER INCOMPLETE SETS> An Intake appointment Is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced@arlinMonwa.mv. I acknowledge that all items designated above are Included as part of this application. Page 1 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Commercial Application Packet Page 2 of'10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1.Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2012 International Building Code(IBC) 2. 2012 International Residential Code(IRC) 3. 2012 International Mechanical Code(IMC) 4. 2012 International Fuel Gas Code(IFGC) 5. 2012 International Fire Code(IFC) 6. 2012 Uniform Plumbing Code(UPC) 7. 2012 International Property Maintenance Code(IPMC) 8. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1.WAC 51-50 Washington State Building Code 2.WAC 51-51 Washington State Residential Code 3.WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6.WAC 51-11 Washington State Energy Code 7.WAC 296-466 Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401-4.1) D. PLANS AND DRAWINGS Submit three(3)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24",or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled.Plans are required to be clearly legible, with scaled dimensions,in indelible ink,blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. Page 2 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Commercial Application Packet Page 3 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223" Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ® SITE PLAN-REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building comers(or two identifiable locations for irregular plan shapes). 5. Show building set backs,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. F/71 ARCHITECTURAL DRAWINGS 1. ® Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ® Floor Plan a) Plan view 1/8"minimum scale.Details a minimum %-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows,etc. Page 3 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Commercial Application Packet Page 4 of 10 AMP M1 JAR COMMERCIAL APPLICATION 1W PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE"Arlington,WA 98223• Phone(360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ® Reflected Ceiling Plan a) Plan view 118"minimum scale.Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4 ® Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall,beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 5. ® Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. © SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1.Two completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS).Contact the Arlington Page 4 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Commercial Application Packet Page 5 of 10 ' COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Communffy&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 The building permit does not include any mechanical,electrical,plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical,electrical,plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenter@ci.arlinpton.wa.us. Application by courier or mall will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Page 5 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Commercial Application Packet Page 6 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE 1RC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE Name of Project: Park 77 Valuation: 18.932.505 Project Address: 20201 77th Avenue NE Parcel iD#: Multiple,See Sheet G03 Legal Description Lengthy,See Sheet G03 Owner: WD Arlington Investments, LLC Phone Number: 425 750 7926 x Address: 1020 W.Casino Road City: Everett State: WA Zip Code: 98204 W Engineer:DCI Engineers Phone Number: 206 332 1900 Cell Phone: 206 787 8955 E-mail: tbean@dci-engineers.com Address: 818 Stewart Street,Suiite 1000 * City: Seattle State: WA Zip Code:98101 General Contractor: Exxel Pacific Phone Number: 360 734 2872 Cell Phone: 360 815 5265 E-mail: tims@exxelpacific.com Address: 323 Teleqraph Road * City: Bellinqham, State: Zip Code: 98229 Contractor's License Number: EXXELP1073KN Expiration: Jan.2,2017 Contact Person: Doug Hofius, Dykeman Architects Phone Number: 425 259 3161 Cell Phone: 206 795 2192 E-mail: dough@dykeman.net Address: 1716 W. Marine View Drive * City: Everett State: WA Zip Code: 98201 Proposed Scope of Work: Apartment complex consisting of 17 residential buildings,amenity spaces, parks,and parking. Page 6 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Commercial Application Packet Page 7 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 Project Name/Tenant Park 77 Site Address_20201 77ty Avenue NE Bldg/Unit/Suite IBC Construction Type V-B IBC Occupancy Type R-2 Description of Use Residential Apartments Building Square Footage 182,510 s.f. Number of Stories 3 Square Footage Per Floor Varies per building. See Sheet G03 Will there be any Installation,modification or removal of the following? (Check all that apply) 8 Automatic fire extinguishing systems 0 Compressed gas systems 0 Fire alarm and detection systems 8 Fire pumps 8 Flammable and combustible liquids(tanks,piping etc...) 8 Hazardous materials I3 High piled/rack storage 0 Industrial ovens/furnace ® Private fire hydrants Spraying or dipping operations 8 Standpipe systems Temporary membrane structure,tents(>200sq it)or canopies(>400 sq ft) Provide details on any of the above checked items: Sprinkler, Fire Alarm will be provided as deferred submittals. Installation,changes,modifications or removal of any of the above may require additional submittals, Information,or permlts during the plan review or construction process. Page 7 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Commercial Application Packet Page 8 of 10 CIA COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 Statement of Special Inspection Name of Project: Park 77 Project Address: 20201 77th Avenue NE Special Inspection Firm: To be determined Address: Contact Person: Phone: Email., Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). Reinforced Concrete (® Bolting in Concrete Pre-stressed Concrete Shotcrete © Structural Masonry 0 Structural Steel and Welding High-Strength Bolling ® Spray-Applied Fireproofing Smoke-Control Systems Other Specify: See Sheet S1.1 of drawings for Special Inspections. All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City.Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed,listing any nonconforming items and resolution of nonconforming Items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. Page 8 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 i PROJECT MANUAL PARK 77 MULTI-FAMILY HOUSING 20201 77TH AVENUE NE ARLINGTON, WA 98223 for WD Arlington Investments L.L.C. 1020 W. Casino Rd. Everett, Washington 98204 1 ISSUED FO R R O BUILDING PERMIT Issued: June 8, 2016 Received ARCHITECT JUN 2 9,2016 Dykeman, Inc. 1716 W. Marine View Drive Everett, WA 98201 (425) 259-3161 TABLE OF CONTENTS TOC-1 TABLE OF CONTENTS VOLUME 1 DIVISION 03 -CONCRETE 03 1000 CONCRETE FORMWORK......................................................................................4 032100 REINFORCING STEEL...........................................................................................4 033000 CAST-IN-PLACE CONCRETE...................................... ..........................................14 034819 PRECAST CONCRETE STAIR TREADS.....................................................................4 035412 GYPSUM CEMENT UNDERLAYMENT......................................................................4 DIVISION 04-MASONRY 042000 UNIT MASONRY................................................................................................11 DIVISION 05-METALS 055000 METAL FABRICATIONS........................................................................................9 052200 METAL RAILINGS................................................................................................4 DIVISION 06 -WOOD, PLASTICS,AND COMPOSITES 060720 PRESERVATIVE TREATED WOOD..........................................................................4 061000 ROUGH CARPENTRY ...........................................................................................5 06 1760 PREFABRICATED WOOD TRUSSES.........................................................................3 06 1850 STRUCTURAL GLUED LAMINATED TIMBER...........................................................3 062023 FINISH CARPENTRY............................................................................................5 DIVISION 07 -THERMAL AND MOISTURE PROTECTION 07 1113 BITUMINOUS DAMPPROOFING.............................................................................. 07 1300 SHEET WATERPROOFING.....................................................................................5 071900 WATER REPELLENTS...........................................................................................4 072100 THERMAL INSULATION.......................................................................................6 072413 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS)................................................7 072707 WEATHER RESISTIVE BARRIER/AIR BARRIER.........................................................7 073113 FIBERGLASS-REINFORCED ASPHALT SHINGLES......................................................5 074646 FIBER CEMENT SIDING.........................................................................................4 076000 FLASHING AND SHEET METAL..............................................................................5 077700 ROOF AND WALL SPECIALTIES AND ACCESSORIES.................................................7 078000 FIR AND SMOKE PROTECTION..............................................................................8 079000 JOINT PROTECTION.............................................................................................6 DIVISION 08 -OPENINGS TOC - 1 2014-008 TABLE OF CONTENTS TOC-2 081100 METAL DOORS AND FRAMES................................................................................7 08 1400 WOOD DOORS.....................................................................................................6 083100 ACCESS DOORS AND PANELS...............................................................................2 083613 SECTIONAL DOORS.............................................................................................5 084313 ALUMINUM-FRAMED STOREFRONTS.....................................................................6 085300 PLASTIC WINDOWS..............................................................................................5 087100 FINISH HARDWARE............................................................................................I O 088000 GLAZING...........................................................................................................5 DIVISION 09 -FINISHES 092900 GYPSUM BOARD................................................................................................9 095100 ACOUSTICAL CEILING.........................................................................................4 096500 RESILIENT FLOORING.........................................................................................4 096800 CARPETING.......................................................................................................5 099000 PAINTING AND COATING.....................................................................................7 DIVISION 10-SPECIALTIES 101100 VISUAL DISPLAY SURFACES................................................................................3 101400 SIGNAGE...........................................................................................................5 102800 TOILET,BATH AND LAUNDRY ACCESSORIES..........................................................4 105000 STORAGE SPECIALTIES........................................................................................2 108000 OTHER SPECIALTIES............................................................................................3 DIVISION I I -EQUIPMENT 113000 RESIDENTIAL EQUIPMENT ..................................................................................3 116800 PLAY FIELD EQUIPMENT AND STRUCTURES..........................................................3 DIVISION 12 -FURNISHINGS 121000 WINDOW BLINDS................................................................................................2 123200 MANUFACTURED WOOD CASEWORK...................................................................10 129300 SITE FURNISHINGS .............................................................................................3 VOLUME 2 DIVISION 21-FIRE SUPPRESSION 210000 FIRE SPRINKLER SYSTEM....................................................................................4 TOC -2 2014-008 TABLE OF CONTENTS TOC-3 DIVISION 22-PLUMBING 220000 GENERAL PLUMBING REQUIREMENTS..................................................................8 DIVISION 26-ELECTRICAL WORK 260500 ELECTRICAL GENERAL CONDITIONS...................................................................12 END OF TABLE OF CONTENTS TOC -3 2014-008 CONCRETE FORMWORK SECTION 031000 SECTION 031000— CONCRETE FORMWORK 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. This Section includes the following: 1. Formwork for cast-in-place concrete. 2. Form ties,joint treatments, and form release agents. 3. Embedded items, inserts, and openings. 4. Formwork erection, shoring, and stripping. 1.3. DESIGN REQUIREMENTS 1. Structural Stability and Sufficiency: Conform to IBC and ACI 347. 1. Design, engineer, and construct formwork, shoring, re-shoring, and bracing to withstand construction loads, continuous loads, and lateral pressure. 2. Design to formwork to withstand pressure resulting from placement and vibration, while maintaining specified tolerances. 2. Tolerances: Conform to ACI 117 and tolerances as specified Section 033000. 3. Exposed to View Concrete: Conform to ACI 301, Chapter 6 for Architectural Concrete, except non-public utility areas. 4. Concrete Exposed Edges: Chamfer to minimize chipping and spalling at corners. 1.4. SUBMITTALS 1. Submit under provisions of Division 01. 2. Shop Drawings: Dimensioned formwork and shoring drawings. 1. Show openings, form joints, control joints, expansion joints, reveal joints, form tie locations, bracing, temporary supports, and concrete embedments. 2. Show sizes, types, and locations of waterstops, piping, conduit, connectors, and other accessories. 3. Product Data: Manufacturers, product descriptions, and manufacturer instructions for form release agents, formwork types, and other products specified for use with formwork. 1.5. REGULATORY REQUIREMENTS 1. Regulatory Requirements: 1. Special Inspections: Comply with requirements of IBC Chapter 17 and Division 01. 2. Formwork Design: Conform to IBC Chapter 19, ACI 301, and ACI 318. 2. PRODUCTS 2.1. WOOD FORMS 1. Exterior and Interior Concealed Work: APA, PS-1 B-B Plyform Structural I, Exterior, 4 by 8 foot panels, minimum 5/8 inch thick. 2. Exterior and Interior Exposed Work: APA, PS-1 High Density Overlay (HDO) Plyform, Structural I, Exterior, 4 foot by 8 foot panels, minimum 3/4 inch thick and required to support concrete at rate poured. Park 77 Page 1 of 4 June 8, 2016 CONCRETE FORMWORK SECTION 031000 2.2. METAL, INSULATED, AND FIBERGLASS FORMS 1. Accepted in lieu of wood forms. 2. Matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished concrete, as accepted by Architect. 3. Metal Forms: Preformed steel, minimum 16 gauge. 4. Where indicated in the Architectural and Structural drawings, provide insulated LOGIX formwork. Install formwork, reinforcing, exterior finish, and accessories per requirements of LOGIX Field Manual (www.logixicf.com). 2.3. FORM TIES 1. Snap Ties: Burke Penta-Tie, specified for type and quality. 2. Concrete Plugs: Based on Burke, BA Architectural Stan 3. dard. 1. Reveal Type: At exposed Architectural Concrete. 2. Flush Type: At concealed concrete. 3. Plug Adhesive: As instructed by manufacturer. 4. Flush Filling and Sacking of Cone Holes: Architectural Concrete surface achieved by filling cone holes with stiff sand/cement mix, accepted in lieu of plugs. 2.4. EMBEDDED ITEMS AND INSERTS 1. Anchor Bolts: ASTM A 307 unless otherwise noted. 2. Inserts, Frames, and Sleeves: Heavy gauge ferrous metal, hot dipped galvanized to ASTM A153, Class B. 3. Expansion Joint Caps:WR Meadows, Sealtight Snap-Cap, specified for type and quality. 1. Removable,form extruded, high impact polystyrene expansion joint cap 2. Minimum 1/2 inch deep by minimum 1/2 inch wide and as applicable at wider joints. 3. Design to prevent joint filler from bonding to joint sealant. 4. Expansion Joint Filler: WR Meadows, Sealtight Fiber Expansion Joint, specified for type and quality. 1. Standard pre-molded bituminous impregnated fiber. 2. Approximately 1/2 inch thick. 5. Exterior Control Joints: Tooled joints. 6. Waterstops:WR Meadows Sealtight, Greenstreak, and JP Specialties PVC Waterstops, specified for type and quality. 1. Ribbed with hollow center bulb, virgin polyvinyl chloride 6 inch or 9 inch wide to suit condition. 2. Factory or field splice for continuous lengths as instructed by manufacturer. 3. Dumbbell shaped waterstops not accepted. 4. Retrofit Waterstops: Greenstreak 609 Series, ribbed PVC with epoxy get and stainless steel anchor bolts, specified for type and quality. 7. Chamfer Strips: Pre-molded plastic chamfer Strips. 1. 3/4 inch by 3/4 inch leg dimensions. 2. 1-1/16 inch dimension across diagonal face. 8. Vinyl Foam Tape: Closed cell PVC foam with pressure sensitive adhesive on one side for butt joints at Architectural Concrete. 9. Sanded Silicone Sealant and Backer Rod: For sealing joints at Architectural Concrete, and as specified Section 079000. Park 77 Page 2 of 4 June 8, 2016 CONCRETE FORMWORK SECTION 031000 2.5. FORM RELEASE AGENT 1. Commercial mineral oil and vegetable oil release formulation that will not stain, bond to, or adversely affect concrete surfaces or coating. 2. Coat wood forms, including HDO Plywood forms, before each pour. 3. Requirements: 1. Must not impair subsequent treatment of concrete surfaces, such as bonding or adhesion. 2. Must not impede curing concrete surfaces by water or curing compounds. 4. Release Agent needs to meet ESDS Criteria 7-18 Water Drainage (specify non-toxic form release for any in-situ concrete form work). 3. EXECUTION 3.1. FORMWORK TOLERANCES 1. Conform to requirements of ACI 301, Chapter 6, and requirements of ACI 117 to achieve tolerances specified by Section 033000. 2. Formwork Surface Irregularities: Comply with ACI 117 Class of Surface for abrupt offsets between adjacent pieces of formwork and gradual surface warping and deviation from surface plane. Do not exceed the following: 1. Architectural Exposed Surfaces: Class A, 1/8 inch. 2. Exposed Surfaces not designated as Architectural Exposed: Class C, 1/2 inch. 3. Concealed Surfaces: Class D, 1 inch. END OF SECTION Park 77 Page 3 of 4 June 8, 2016 THIS PAGE LEFT BLANK REINFORCING STEEL SECTION 032100 SECTION 032100— REINFORCING STEEL 1. GENERAL 1.1. SUMMARY 1. Section Includes: Reinforcing steel and accessories for concrete reinforcement. 1.2. Reinforcing Bar Steel: SUBMITTALS 1. Submit under provisions of Division 01. 2. Shop Placement Drawings: Prepare in accordance with ACI 315. 1. Prepare in sufficient detail to resolve reinforcement intersections. 2. Show Sizes, spacing, locations, quantities, bending and cutting schedules, stirrup spacing, and supporting and spacing devices. 3. Prepare placement details for specific reinforcing intersections and clearances conditions not shown on Structural Drawings. 3. Manufacturer's Certificate: Mill test report of physical and chemical analysis for ASTM A 615 and ASTM A 706 reinforcing steel. Certify that products meet or exceed structural and specification requirements. 4. Test Reports: ICBO Evaluation Report for mechanical splices (couplers)if used showing compliance to specified requirements. 1.3. QUALITY ASSURANCE 1. Supply reinforcing steel in predetermined sizes and bends to eliminate field alterations. 2. Do not make alternations to shop formed steel without prior acceptance for each instance by Arch itect/Structural Engineer. 1.4. REGULATORY REQUIREMENTS 1. Special Inspections: Comply with requirements of IBC Chapter 17 and Section 01400. 2. Reinforcing Steel: Comply with provisions of IBC, CRSI Manual of Standard Practice, ACI 301, ACI 315, and ACI 318. 1.5. DELIVERY, STORAGE, AND HANDLING 1. Deliver, store and handle under provisions of Section 016000. 2. Deliver reinforcement to site bundled, tagged, and marked. Use metal tags indicating bar size, lengths, and other information corresponding to markings shown on placement diagrams. 1.6. Vapor Retarder required as specified in Section 072500 Weather Barriers. 2. PRODUCTS 2.1. REINFORCING STEEL 1. Reinforcing Bar Steel: Deformed bar, free from rust, dirt, and loose scale, uncoated. Factory mark with size and grade. 1. Billet-Steel Reinforcing Bar: ASTM A 615, Grade 60 (60 ksi yield strength). 2. Low Alloy Steel Reinforcing Bar: ASTM A 706, Grade 60 (60 ksi yield strength). 3. Concrete Reinforcing Steel Institute (CRSI) now specifies in soft metric sizes. Park 77 Page 1 of 4 June 8, 2016 REINFORCING STEEL SECTION 032100 SOFT METRIC BAR INCH-POUND BAR SIZE SIZE #10 #3 #13 #4 #16 #5 #19 #6 #22 #7 #25 #8 #29 #9 2. Welded Steel Wire Fabric: ASTM A 185 Plain Type or ASTM A497 Deformed Type, uncoated or galvanized,free from rust, dirt, and loose scale. 2.2. ACCESSORIES 1. Deformed Bar Anchors (DBA): Welded deformed bar stud anchors for concrete connections. Manufacture for automatic stud welding, as instructed by manufacturer. Provide appropriate ferrule for each stud. 1. Steel Bars: ASTM A 108. 2. Cold-rolled Deformed Steel Wire: ASTM A 496. 3. Manually Welded Normal Reinforcing Bars: Not accepted in place of DBA, except as accepted by Structural Engineer. 2. Mechanical Splices: Listed by ICBO Evaluation Report. 3. Tie Wire: No. 16 gage or heavier double annealed iron wire. 4. Chairs, Bolsters, Bar Supports, Spacers: Size and shape for strength and support of reinforcement during placement of concrete placement. Include load bearing pad on bottom to prevent vapor retarder puncture. 5. Special Chairs, Bolsters, Bar Supports, and Spacers Adjacent to Weather Exposed Concrete Surfaces: Plastic-coated steel or stainless steel. 2.3. FABRICATION 1. Fabricate concrete reinforcement in accordance with CRSI Manual of Practice and ACI 318. 2. Reinforcing Bars Bend Dimensions and Fabrication Tolerances: Conform to CRSI Manual of Practice and ACI 315, except as otherwise shown on Structural Drawings. 3. Bend and straighten reinforcing steel in accordance to ACI 318 Chapter 7, except as otherwise shown on Structural Drawings. 4. Field Modifications: Field torch cutting, heating, welding, and bending reinforcing steel in field is not permitted, except as accepted by Arch itect/Structural Engineer. 3. EXECUTION 3.1. STEEL REINFORCEMENT 1. General: Comply with CRSI's "Manual of Standard Practice"for placing reinforcement. Park 77 Page 2 of 4 June 8, 2016 REINFORCING STEEL SECTION 032100 2. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. END OF SECTION Park 77 Page 3 of 4 June 8, 2016 THIS PAGE LEFT BLANK CAST-IN-PLACE CONCRETE SECTION 033000 SECTION 033000- CAST-IN-PLACE CONCRETE 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes: 1. Cast-in-place concrete for building slabs, footings,foundations, walls, and structural components. 2. Related Sections: 1. Section 014500 - Inspections and Tests 2. Section 321313-Concrete Paving 3. Section 031000 - Concrete Formwork 4. Section 032100- Reinforcing Steel 5. Section 072500-Weather Barrier 1.3. SUBMITTALS 1. Submit under provisions of Section 013323. 2. Shop Drawings: Submit concrete placement procedures and plan drawings showing locations of isolation joints, contraction (control)joints, and construction joints for slab-on-grade concrete. 3. Mix Designs: Sign by batch plant quality control engineer or responsible agent for each design. Include for each mix design: 1. Method and test data used to establish mix proportions. 1. Include supporting test records for field experience method or trial batch method for each mix design. 2. Include date of test and batch plant location. 2. Concrete compressive strengths. 3. Water/cement ratios and corresponding cement content and water content. 4. Admixtures and additives. 5. Slump or slump flow. 6. Hot and cold weather designs. 7. Air entrainment for each design. 8. Ingredients, proportions, and source of materials. 9. Location and intended use. 4. Product Data: Submit manufacturer's printed data and instructions for proprietary products and equipment, including for: 1. Admixtures and additives. 2. Bonding agents. 3. Screeding products and equipment. 4. Hardener densifiers, dry shake. 5. Curing materials and methods. 6. Joint systems. 5. Procedures:Written procedures and drawings describing work, including for: 1. Concrete curing. 2. Saw cutting of contraction joints and construction joints. Park 77 Page 1 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 3. Crack repair. 6. Samples: Joint filler materials. 1.4. QUALITY ASSURANCE 1. Exposed Concrete: Conform to ACI 301, Section 6 and ACI 303R for Architectural Concrete at exterior and interior exposed to view concrete surfaces. 2. Concrete Slabs: 1. After review and approval of shop drawings, and prior to the placement of concrete, confirm locations of construction and control joints in the field with Owner's Representative. 2. Control water content, placement, curing, and other procedures as necessary to achieve acceptable moisture emissions within period scheduled for installation of finish flooring systems. 3. Concrete Mix Design: 1. Do not change brands and sources of cement, aggregates, admixtures, and additives during course of construction, except as accepted by Architect/Structural Engineer. 2. Supply mix design from same batch plant, using same source for mix ingredients, as submitted for supporting test data. 3. As basis for acceptance, submit new mix design from batch plant indicating that cracking, strength, and other properties are compatible with original mix design. 1.5. REGULATORY REQUIREMENTS 1. Conform to Regulatory Requirements specified by Section 014500. 2. Testing and Special Inspections: 1. Conduct testing under provisions of Section 014500. 2. Conform to IBC Chapter 17, IBC Chapter 19, ACI 301, and ACI 318. 3. Conduct testing during placement of concrete conforming to ASTM C 31, ASTM C 39, and ASTM C 143 at the frequency specified by IBC Section 1905.6.2.1. Each set of samples shall consist of four(4)field cured cylinders. Test one (1) cylinder at 7 days and two (2) cylinders at 28 days. Hold fourth cylinder for future testing as required. 1.6. MOCK-UPS 1. Slab Finishes: Mock-up for texture and finish appearance. Make two 4 foot square mock-ups for each surface treatment before placement. 1. Light Broomed Slab Finish: Mock-up for texture and finish appearance. 2. Include other slab finishes as directed by Architect. 2. Do not incorporate mock-ups into Work, except as accepted by Architect. 3. Protect Architect accepted mock-up as standard of quality for work of this Section. 1.7. PRE-INSTALLATION MEETING 1. Arrange, in accordance with Section 013100 and 013119. 2. Attendance: Contractor, concrete installer, Owner, and Architect. Include manufacturer's representatives, affected trades, and others as directed by Architect and Contractor. 3. Convene minimum 2 weeks before beginning work of this Section. Park 77 Page 2 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 1.8. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Section 016000 and manufacturer's instructions. 2. Mixing and Delivery: Conform to ASTM C 94. 3. Sampling at Delivery: Conform to ASTM C 172. Cure 4 inch by 8 inch cylinders to provisions of ASTM C 31 and compression test compressive strength of cylinders to ASTM C 39 and as specified Section 014500. 4. Batch Tickets: Conform to ASTM C 94 Option A or C. Accompany with each load, fully executed, and signed. Log in with inspector at time of entry. Conform to Source Quality Control requirements specified by this Section. 1. Include water content and water withheld at batch plant. 2. Indicate time to nearest minute that batch was dispatched from plant, when it arrived at site, and when unloading began and was finished. 3. Indicate ambient air temperature and concrete internal temperature of at time of arrival. 5. Reject concrete that has reached internal temperature of 89 degree F or above and when temperature has risen 5 degrees in 10 minutes, indicating that concrete is setting up prior to discharge. 6. Store products in accordance to ACI 301. Do not use admixtures that have been in storage at project site for more than 6 months or which have subject to freezing. 1.9. PROJECT CONDITIONS 1. Environmental Conditions: Conform to ACI 301, 5.3.2 for placement of concrete weather considerations. Do not place concrete during falling rain, sleet, or snow. 2. PRODUCTS 2.1. CONCRETE MATERIALS 1. Portland Cement: ASTM C 150.13Iended cement conforming to ASTM C 595 or ASTM C 1157. 1. Interior: Type I and Type II. Do not use air entrained concrete at interior slabs. 2. Exterior: Type IA-Air entrained Type 1. Type I I IA accepted for cold weather construction. 3. Other: Type I, or as specified by Structural Notes. 2. Aggregates: 1. Fine and Coarse Aggregate Grading and Quality: ASTM C 33. 1. Coarse Aggregate Class Designation:As indicated by Table 3 for Type or Location of concrete for Moderate Weathering Region, including 5M for exterior Architectural Concrete. 2. Size: Do not exceed 3/4 distance between reinforcing steel or 1/3 thickness of concrete slabs and toppings. 3. Free of deleterious substances that may cause expansion of concrete or react with alkalis in concrete. 2. Free of deleterious substances that may cause expansion of concrete or react with alkalis in concrete. 3. Fly Ash: ASTM C 618, Class F or Class C Pozzolan, loss on ignition not exceeding 3 percent of concrete with entrained air. Concrete mix design shall contain minimum 30% Fly Ash. 4. Sand: ASTM C 33. 5. Water: Conform and test to ASTM C 94. 1. Use drinkable water. Park 77 Page 3 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 2. Site water, water from truck exterior, and undocumented water is not permitted to enter containment system. 2.2. ADMIXTURES,AGENTS, AND COMPOUNDS 1. Admixtures: 1. Provide products from single manufacture, or supply manufacturer certification that admixtures are compatible in combination with cement and aggregates. 2. Free of calcium chloride and thiocyanate. Containing no more than 0.05 percent chloride ions. 3. Air-Entraining Agent:ASTM C 260 for exterior concrete slabs. 1. Master Builders, AE 90 or Micro-Air. 2. WR Grace, Daravair. 3. Euclid, Air Mix. 4. Superplasticisers: 1. High range water-reducing admixture,ASTM C 494, Type F. 2. Master Builders, Rheobuild7 3000FC. 2. Grace, Advaflow. 2. Euclid, Eucon 37. 2. Mid-range water-reducing admixture, ASTM C 494, Type A or F. 2. Master Builders, Polyheed. 2. Grace, Daracem. 2. Euclid, Eucon MR 3. Low Range water-reducing admixture, ASTM C 494, Type A. 2. Master Builders, Pozzolith. 2. Grace WRDA 64. 2. Euclid A+. 2.3. WATER CURING MATERIALS 1. Conform to ACI 308, 2.2 -Water Curing methods. Use water or sheet curing procedures except as otherwise accepted by Architect. 2. Sheet Curing Materials: 1. Kraft Curing Paper: ASTM C 171, Type 1.1.1.2, two sheets of reinforced kraft paper cemented together with bituminous adhesive with one white reflective surface, non-staining, moisture retentive. 2. Polyethylene Curing Film: ASTM C 171 Type 1.1.2.2, 10 mil thick, opaque white on one side. 3. White Burlap-Polyethylene Sheeting: ASM C 171 Type1.1.3, burlap with 10 mil opaque white polyethylene coating. 2.4. FLOOR HARDENER DENSIFIER 1. For use to seal exposed slabs not receiving finish flooring. 2. Hardener Densifier System: 100 percent silicate or siliconate sealer, hardener, densifier. VOC compliant, odorless, water-white, non-yellowing. 2.5. WATER-REPELLENT ADMIXTURE 1. For use in all concrete slabs (SOG, elevated or topping slabs)to receive adhered floor finishes 2. Master Builders Technologies"RheoMix 235". Park 77 Page 4 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 2.6. JOINT FILLERS AND SEALERS 1. Recessed Joint Fillers: ASTM D 1751, preformed asphalt impregnated joint filler. 2. Interior Joint Sealant: ASTM D 2240 Shore A 75-85, industrial quality, two component, semi-rigid epoxy or polyurea, USDA approved, matching approximate color of concrete finish. Specified for type and quality: 1. Epoxy Sealant: Vexcon, Power Coat Epoxy Flexible Joint Sealant,Web Site http://www.vexcon.com 2. Polyurea Sealant: VersaFlex, SL/75, Web Site http://www.versaFlex.com . 3. Exterior Joint Sealant: As specified Section 079000. 4. Backer Rod: As instructed by manufacturer. 2.7. BONDING AGENTS 1. Bonding Agents: ASTM C 1059 Type II and ASTM C 1042 Type II acrylic emulsion designed to bond new concrete and Portland cement sand mixes to horizontal and vertical in-place concrete at interior and exterior conditions. 1. Chemrex, Concresive Liquid LPL 2. W.R. Grace, Daraweld C. 3. Larsen Products Corp., Weldcrete. 4. Sonneborn, Sonocrete. 5. L&M Construction Chemicals, Inc, Everbond. 6. Euclid, Flex-Con. 7. Vexcon, Envirostong. 2. Epoxy Bonding Agent for Below Grade Applications: WR Meadows, Intralock. 2.8. WATERSTOPS/DAMS 1. See Section 031000. 2.9. GROUTS 1. Adhesive Epoxy Grout: In accordance with general Structural Notes. 2. Non-Shrink Grout under Structural Base Plates and General Use: Master Builders, Masterflow 928 Grout, specified for type and quality. 1. Natural aggregate, ASTM C 1107 Grade C, tested 25 to 30 seconds per ASTM C 939 at temperature extremes of minimum 45 degrees F and maximum 90 degrees F. 2. Compressive Strength at Fluid Consistency: 6,000 psi minimum at 28 days, tested to ASTM C 109 as modified by ASTM C 1107. 3. Working Time: 30 minutes. 3. Masonry Grout: As specified Section 04065. 2.10. SAW CUT CONTROL JOINTS EQUIPMENT 1. Soff-Cut International, Tel 1-800-776-3328, Email info@soffcut.com , Web Site http://www.soffcut.com , specified for type and quality. 2. Saw Blades for Cutting Green Concrete: 1. Model: As instructed by manufacturer for saw model and concrete composition and hardness. 2. Depth of Cut: Minimum 1 inch deep and 1/4 depth of concrete slab. 3. Width of Cut: Approximately 0.120 inch (1/8 inch). 2.11. SCREEDS 1. Laser Screeding: Preferred and accepted in lieu of base screeds specified by this Section. Park 77 Page 5 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 2. Ground Set Screed Stakes: Not accepted for interior slabs. 3. Base Set Screed Posts: Non-stake screeds accepted. Following specified for type and quality and as accepted by Architect. 1. Removable,fabricated 1/4 inch by 12 inch by 12 inch steel base plate with welded steel or all-thread steel screed post. 2. Base Set Screed Posts: Threaded steel post with flat bar hook and removable threaded aluminum pad or galvanized wire pad. 1. Atlas Construction Specialties, Tel. (206)283-2000. 2. Masons Supply Tel. 1-800-537-6216. 4. Leave-In-Place Screed Rail: Floor Leveling Systems Ltd., CombiForm Floor Leveling System,Web Site http://www.combiform.com . 2.12. CONCRETE MIX DESIGN 1. Performance Mix Design: 1. Prepare mix design for each type and strength of concrete by either laboratory trial batch, verified by independent testing laboratory, or field experience methods as prescribed by ACI 301. 2. Submit mix design to Architect for Engineer review, as specified this Section, minimum 2 weeks prior to use. 3. Prepare mix design information for concrete batch weights with bulk-specific gravity determinations for aggregates based on saturated surface dry (SSD) condition. Include mix information sufficient to verify through absolute volume calculations: 1. Concrete Yield. 2. Cement Factor. 3. Water/Cement Ratio. 4. Mortar to Voids Ratio. 4. When adjustment to mix design becomes necessary due to job conditions, weather, test results, changes in material properties, or other circumstances, resubmit new mix design for acceptance by Architect/Structural Engineer. 2. Proportioning and Mixing: Conform to requirements of International Building Code. 3. Strength: 1. Concrete Slabs: Minimum 3,000 psi 28 day strength. 2. Other Than Slabs: As specified by Structural Notes, except not less than 3,000 psi 28 day strength. 4. Water/Cement Ratio for Slabs: 0.50 maximum. 1. Water Content for Slabs: Maximum 270 pounds per cubic yard. 2. Total Combined Cement and Fly Ash Content for Slabs: Minimum 475 pounds per cubic yard. 5. Fly Ash: Add to batch plant concrete mix as Portland cement replacement. Submit back-up data for mix design. 1. Concrete Slabs: Minimum 30 percent. 2. Other than Slabs: Minimum 30 percent. 6. Superplasticisers: Add high range, mid-range, and low range water-reducing admixtures to batch plant mix as means to develop sufficient slump and workability, as instructed by manufacturer. 7. Water Repellent Admixtures: Add to batch plant mix as required to meet concrete slab moisture emission requirements. 8. Air-Entraining Agent at Exterior Concrete: Conform with ASTM C 260 Park 77 Page 6 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 1. Achieve 5 percent entrained air, plus or minus 1-1/2 percent to batch plant concrete mix, for exterior concrete slabs exposed to earth, weather, or freezing temperatures after curing. 2. Do not add to interior slabs, except as accepted by Architect. 9. Concrete Slump: Maximum 5 inch. Optimize through performance mix design by batch plant to suite placement conditions, as accepted for each mix design by Architect/ Structural Engineer. 2.13. SOURCE QUALITY CONTROL 1. Batching and Mixing: Conform to ASTM C 94 for exact proportioning of mix design. 2. Elapsed Time From Start of Batching at Plant to Discharge at Project Site: 1. Maximum 90 minutes and maximum 300 revolutions,whichever comes first after introducing mix water. 2. Air Temperatures: 1. Reduce mixing and delivery time to maximum 75 minutes for between 85 degrees F and 90 degrees F. 2. Reduce mixing and delivery time to 60 minutes for temperature above 90 Degrees F. 3. Monitor concrete in truck and reject if temperature rises to 89 degrees or 5 degrees F in 10 minutes, indicating that concrete is setting up prior to discharge. 3. Admixtures:Add to within accuracy of 3 percent. 1. Add separately and verify compatibility in design mix, conforming to manufacturer's instructions. 2. Reject concrete that shows signs of segregation due to use of admixtures. 4. Accelerating and Set Retarding Admixtures:Accepted for cold weather and hot weather conditions conforming to hot and cold weather placement requirements. 5. Mixing Water 1. Do not add water to batch plant mix design. 2. Do not exceed design water/cement ratio. 6. Do not use calcium chloride containing products. 3. EXECUTION 3.1. EXAMINATION 1. Verify undamaged vapor barrier conforming to Section 072500. Sand and granular fill over vapor barrier not accepted. 2. Verify that anchors, seats, plates, reinforcement, and other items cast into concrete are accurately located and are securely in place. 3.2. PREPARATION 1. New Concrete Cast Against Existing: Clean concrete with steel brush and apply bonding agent as instructed by manufacturer prior to placement of new concrete. 2. Reinforcement Doweled into Existing Concrete: Drill holes into existing concrete, place adhesive grout, and insert steel dowels. 3.3. CONCRETE PLACEMENT 1. Conform to IBC Chapter 19, ACI 301, ACI 304R, ACI 304.2R, and provisions of Contract Documents. 2. Place monolithically and deposit concrete as close to final position as practical. Park 77 Page 7 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 3. Consolidate concrete, except slabs on grade, by mechanical vibration as specified and in accordance with ACI 309. 4. Exposed Concrete Walls: Conform to ACI 301 for Architectural Concrete. 1. Deposit in 2 foot maximum lifts. 2. Vibrate areas 18 inch apart maximum. 3. Extend vibrator vertically at least 6 inch to 12 inch into previous pour to ensure a good blend and avoid pour lines. 4. Strike unformed surfaces at top of walls and horizontal offsets smooth after concrete is placed and float to texture finish consistent with adjacent formed surfaces. 5. Option: For highest quality concrete surface. 1. Design watertight formwork and closure gates to contain complete liquid head. 2. Pump concrete from bottom to full height of formwork using flowable mix design to eliminate pour lines and construction joints. 5. Edge Forms and Screeds: Use specified screed systems that will not penetrate underlying vapor barrier at interior slab-on-grade. 1. Set edge forms and intermediate screed strips accurately to produce designed elevations and contours in finished surfaces. 2. Build sufficiently strong to support vibrating bridge screeds or roller pipe screeds required for specified finish. 3. Align concrete surface to contours of screed strips by use of strike-off templates or approved compacting type screeds. 4. Protect concrete from rain and snow during finishing operations. 6. Exterior Concrete Paved Surfaces: Slope away from building to freely drain without ponding at minimum 3/16 inch per foot. 3.4. CONCRETE TOPPING SLABS 3.5. COLD WEATHER CONDITIONS 1. Conform to 306R and ACI 306.1. 2. Do not place concrete on ice, snow, frost, or frozen substrates including subgrades, formwork, reinforcement, and embedded items. 3. Temperature of Concrete: Maintain 3 days between 50 degrees F and 90 degrees F curing temperature. 4. Take measures to protect concrete from freezing when mean daily temperature is below 40 degrees F during first 5 days after placement. 5. In severe weather, at end of 5 days, gradually decrease temperature to ambient over 24 hour period. 6. Use of Heaters: 1. Do not use propane or other moisture and carbon-dioxide producing heaters 2. Maintain uniform temperature throughout heated areas. 3. Prevent rapid drying of new concrete. Elevate heaters and protect floor slabs around heaters with damp sand. 7. Insulation: 1. Accepted to retain heat in newly placed concrete. 2. Conform to ACI 306R and ACI 306.1 for type and amount satisfactory forgiven conditions. 3. Protect corners and edges of concrete placement. 3.6. HOT WEATHER CONDITIONS Park 77 Page 8 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 1. Conform to ACI 305R, Recommended Practice for Hot Weather Concreting. 1. Temperature of Fresh Concrete: 80 degrees F maximum at time of placing. 2. Following placement, moist cure for 24 hours whenever ambient temperature exceeds 85 degrees F. After 24 hours, concrete may be cured by conventional method. 3. During finishing, whenever ambient temperature exceeds 85 degrees F, fog water spray to prevent plastic shrinkage. 1. Wet placing equipment,forms, reinforcing and subgrade prior to placing concrete. 2. Under conditions of wind, low relative humidity, temperatures exceeding 85 degrees F, and conditions resulting in insufficient bleed water at concrete surface, spray- apply monomolecular surface evaporation retarder immediately before, during, and after finishing as required to prevent plastic shrinkage cracking. 3.7. CONCRETE SLAB FINISHING 1. Finish concrete slabs to ACI 301, ACI 302.1 R, and as accepted from accepted mock-ups specified by this Section. 1. Do not use dry cement to absorb free water. 2. Build in and maintain expansion and control joints. 2. Screeding: Screed to specified floor levelness and flatness tolerances 1. Tool salient edges of concrete. 2. Make sharp arise at wall to floor conditions. 3. Scratch Finish: Provide for bonded cementitious underlayments and toppings. Screed leaving rough surface. 4. Float Finish: 1. Provide before other finishes to embed aggregates below concrete surface, to make level and flat, and to compact and consolidate slab in preparation for other finishing operations. 2. Accepted as final finish for slabs receiving roofing, waterproofing, insulation, ceramic tile, carpet with secondary backing, and as base to other systems not requiring smooth steel trowel finish. 3. Allow concrete time to bleed naturally before beginning work. 4. Bull float followed by power floating to compact plastic mass using motor driven metal disc type float. Do not overwork. 5. Light Broom Finish: 1. Provide at exterior paved surfaces and as shown on Drawings. 2. Float finish slab and promptly after initial set, broom finish surface uniformly and perpendicularly to traffic in accepted texture. 6. Steel Troweled Finish: Provide at exposed interior slabs and slabs receiving resilient flooring systems, except where broom finish or other finish is shown on Drawings. 1. Float finish slab. 2. Steel trowel finish after surface is hard enough to ring under trowel. 3. Retain moisture in slab surface during finishing. 4. Provide fog spray in dry or windy weather. 5. Finish to specified tolerances. 7. Self-Leveling Cementitious Underlayment: Accepted over screeded scratch or float finish as substrate to finish flooring systems as option to steel trowel finish. 3.8. CONSTRUCTION, ISOLATION,AND CONTRACTION JOINTS 1. Conform to ACI 302.IR. Locate where shown on Drawings and accepted shop drawings. Verify locations with Architect before proceeding. 2. Construction Joints Between Successive Placements of Concrete: Locate to least Park 77 Page 9 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 impair structural integrity. Locate joints perpendicular to primary reinforcing steel. 1. Extend reinforcing steel through joints. 2. Form true straight slab edges with top surfaces in alignment. 3. Form keyways or dowel between slabs as shown by Structural Drawings 4. Remove laitance and defective concrete.Wash surface. 5. Apply bonding agent against hardened concrete. 6. Dampen concrete surface. Remove excess water from formwork. 7. Saw cut contraction joints over construction joints between individual slab placements. 3. Isolation Joints: 1. Establish complete separation through floor slabs at junctions with other building elements and points of restraint including walls, columns, equipment foundations, and stairways, except elements requiring lateral restraint from slab. 2. Fill to complete depth of joint with preformed asphalt impregnated joint filler, leaving 1 inch clearance at top for joint sealant and backer rod at interior slabs. 4. Saw Cut Contraction Joints: Saw cut interior and exterior slabs using soft cut method over green concrete as soon as slab will support foot traffic and before slab begins to experience shrinkage cracking. 1. Space saw-cuts 10' o.c. for 4" slab on-grade and as accepted by Architect. 2. Saw-cut joints minimum 1 inch deep and not less than 1/4 depth of concrete slab. 3. Saw-cut joints at 45 degree angle from corner of diamond shaped slab panels. 4. Maximum length to width ratio of panels in floor slabs is 1.5 to 1, although 1 to 1 is preferred. 5. Do not form T-shaped or L-shaped saw-cut joints in panels. 6. Make joints continuous. Do not offset or stagger. 7. Space contraction joints equal distance between contraction joints at column lines, over construction joints, and change of substrate. 8. Burnish edges of joints while concrete is still green. 3.9. CURING CONCRETE WALLS 1. Conform to ACI 301 Section 5.3.6 and ACI 308. 2. At temperatures below 40 degrees F, protect concrete from freezing in accordance to ACI 306.1 3. Cure concrete for minimum 7 days, maintaining concrete surface temperature of not less than 50 degrees F, and as accepted by Structural Engineer for high early strength concrete. 4. Water cure to maintain minimal moisture loss, and protect from excessive heat and cold during 7 day curing period or until concrete has reached 70 percent of average compressive strength (f=c). 3.10. CURING CONCRETE SLABS 1. Conform to ACI 301 Section 5.3.6 and ACI 308. 2. Water Curing: Conform to ACI 308 2.2, as necessary to maintain suitable moisture content and temperature of concrete for 7 day curing period 3. Fog spray or sprinkle and take other measures to maintain continuous layer of water over concrete surface. 1. Cover interior and exterior concrete slabs with polyethylene curing film with burlap backing or kraft paper and secure edges and corners to maintain in place over concrete. 2. Leave curing film in place during curing period. 3. Keep concrete moist. Add water as needed to maintain wet surface. Park 77 Page 10 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 4. At exterior slabs not subject to drying, curing film may be omitted when accepted by Architect. 3.11. FLOOR HARDENER DENSIFIERS 1. Preparation: Thoroughly clean and remove, dirt, oil, laitance, and other bond breaker substances. Conform to manufacturer's instructions to obtain surface that when dry will absorb water without beading. 1. Water, Sheet, or Film Cured Concrete: 1. Apply light muriatic acid wash as necessary to open pores. 2. Flush surface with baking soda or ammonia solution to neutralize acid wash. 2. Concrete Cured with Curing Compound: 1. Apply concrete stripper to completely remove curing compound. 2. Flush surface to remove salts and residual stripper. 3. Apply light muriatic acid wash as necessary to open pores. 4. Flush surface with baking soda or ammonia solution to neutralize acid wash. 3. Remove dirt and debris from slab before application. 2. Apply hardener densifier to interior exposed concrete slab following 7 day curing period as instructed by manufacturer. Match Architect accepted mock-up for colored hardener densifiers. 3.12. JOINT SEALANTS 1. Exposed Interior Joints: 1. Install polyurea or epoxy joint sealant approximately matching color of finish floor slab. 2. Install backer rod at joint sealant exceeding 1 inch deep. 3. Overfill and shave sealant flush with floor surface. 2. Exposed Exterior Joints: 1. Install joint sealers and backer rod specified Section 079000 at joints separated by joint filler. 2. Tool to concave configuration,flush to paving surface. 3. Do not install sealant at 1/8 inch wide saw cut joints. 3.13. GROUTING 1. Solid Grouting under Structural Base Plates, Mechanical Equipment and Obstructed Voids and Joints. 1. Mix grout to fluid consistency. 2. Construct liquid tight formwork and pour grout in place. 3. To prevent voids, pour grout from only one side so that flow exits from opposite side. Work poured grout firmly in place. 4. Dry packing not permitted. 2. General Use: Include anchoring,filling cracks, and repairs such as filling rock pockets and pipe penetrations: 1. Mix non-shrink, aggregate grout to optimal fluid, flowable, or plastic consistency as necessary for solid grouting and repair. 2. Trowel grout at plastic consistency at voids and around pipe penetrations to fill voids and to match adjacent surfaces. 3. Pipes and Ducts Passing Through Concrete Floors and Walls: Grout solid with non-shrink Portland cement grout, unless otherwise indicated or directed by Architect 4. Penetrations Through Exterior Walls Exposed to Drainage and Weather Exposures: Refer to work of other sections for waterproofing and joint sealers required to prevent water intrusion. Park 77 Page 11 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 3.14. TOLERANCES 1. General Tolerances: Conform to ACI 117 and ACI 302.1 R for tolerances of construction and materials. 2. Vertical Lateral, and Relative Alignment and Cross Sectional Dimensions: Conform to ACI 117 and as specified for offset between adjacent formwork facing material. 3. Floor Slab Tolerances: Conform to ACI 302.1 R and ACI 117 for Floor Flatness and Floor Levelness tolerance. Measure and test to ASTM E 1155 within 72 hours after placing concrete slab and prior to removal of forms. Where not otherwise specified or shown, conform to following: 1. Typical Flat Tolerances: Equivalent to 1/8 inch in 10 foot. 1. Floor Flatness: FF 50. 2. Floor Levelness: FL 30. 2. Mechanical/Electrical/Utility Rooms: Equivalent to 3/16 inch in 10 foot. 1. Floor Flatness: FF 30. 2. Floor Levelness: FL 20. 4. Slab Thickness Tolerances: 1. Cast and finish concrete slabs inconstant thickness above steel framing members, conforming to ACI 117. 2. Compensate thickness of concrete slabs over steel decking between beams, accounting for steel deck deflection, as needed to achieve level slab. 3.15. REPAIRING FLOOR SLAB FLATNESS AND LEVELNESS 1. Correct floor flatness and floor levelness not meeting specified tolerances conforming to ACI 301 and to make suitable substrate for finish floor systems. 2. Correct high areas by wet grinding after concrete has cured at least 14 days. Make test on trial area and obtain acceptance from Architect before proceeding. 3. Correct low areas and swales at floors receiving finished flooring systems by cutting out and replacing with fresh concrete or by using Self-Leveling Cementitious Underlayment. 3.16. REPAIR AND FINISHING FORMED SURFACES 1. Formwork Surfaces: Refer to provision specified by Section 031000. 2. Surface Defects: Patched and repair to specified tolerances and specifications. 1. Make smooth and free of fins, bulges, ridges, bug holes, offsets, honeycombing, and unacceptable roughness. 2. Cut out concrete to make patches not less than 1 inch deep. 3. Chip out concrete to 3/4 inch clearance behind and around exposed reinforcing steel. 3. Gravel Pockets and other Voids: Patch and repair to match adjacent surfaces. 1. Saturate cavities and adjacent areas with clean water for 24 hours immediately before patching and repair. 2. Apply commercial bonding agent as instructed by manufacturer 3. Parge surface with commercial repair cement mortar compound to match adjacent areas. Use as little water in mix as possible. 4. Fill voids and finish off to match adjacent surfaces in exposed work. 5. Damp cure patch for 7 days. 4. Finishing Exposed Surfaces: Conform to ACI 301 for Architectural Concrete at exposed concrete. 1. Knock fins off and patch imperfections for a smooth surface to match adjacent surfaces in appearance. 2. Rub rough surfaces with carborundum stone as directed by Architect/Structural Engineer. Park 77 Page 12 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 3. Leave surfaces clean and smooth. 5. Sacking: 1. Patch spalls, and other surface voids and blemishes at exposed to view concrete not conforming ACI 301 for Architectural Concrete while concrete is still green. 1. Saturate wall surfaces with clean water for 24 hours prior to patching and repair. 2. Trowel coat cement mix containing 1-1/2 parts fine aggregate passing No. 30 mesh by volume, over saturated wall. Use only enough water in mix to produce cement consistency of thick paste. 3. Use white Portland cement on work to be painted or opaquely coated. 4. Force cementitious mix into small air holes not filled by previous filling operations. When hardened sufficiently, remove excess with steel trowel and rub dry burlap over surface to completely remove excess dried material and film. 5. Point around joints. 6. Complete cleaning and finishing on same day. 7. During hot weather, keep concrete moist during sacking and curing period by periodically wetting down with fine fog spray. 8. Grind down high areas after cleaning and patching. 9. Acid etch, sandblast, and perform other work as necessary to match adjacent concrete surfaces. 2. Where sacking does not meet acceptable standards, paint wall under provisions of Section 099000, as directed by Architect at no additional cost to Contract Sum and Contract Time. 3.17. STRUCTURAL CONCRETE REPAIR 1. Prior to Substantial Completion, repair: 1. Cracks exceeding 0.005 inch width extending full depth through slabs and walls. 2. Cracks that impair structural integrity. 3. Cracks that are subject to water leakage. 2. Inject cracks with epoxy or methal methacrylate resin. 1. Use pressure or vacuum injection methods to monolithically bond and seal cracks without expanding cracks. 2. Submit and follow procedures acceptable to Architect. 3.18. FIELD QUALITY CONTROL 1. Testing and Special Inspections: Conform to requirements specified Section 014500. 2. Coordinate with manufacturer's of finish flooring materials for maximum acceptable moisture emissions from concrete slabs. 3.19. ADJUSTING 1. Correct defective work not conforming to specified tolerances and referenced ACI Standards 2. Correct as necessary for smooth finished surface ready for installation of resilient flooring finishes specified under Division 9. 3. Remove and replace slabs that show excessive shrinkage cracks and slabs that do not freely drain. 3.20. PROTECTION 1. Protect in-place concrete in accordance with ACI 301, Section 1.8. 2. Cover to protect interior exposed concrete slabs subject to foot traffic or other damage with clean, unwrinkled kraft curing paper. 3. Lay down plywood or OSB cover board over concrete slabs in pathways subject to Park 77 Page 13 of 14 June 8, 2016 CAST-IN-PLACE CONCRETE SECTION 033000 heavy foot traffic or rolling loads over uncured concrete. 4. Stack and stockpile materials and equipment in manner to prevent mechanical and chemical damage to concrete surfaces. Maintain stacking and stockpiling loading within structural tolerances. 5. Contain and promptly clean spills to maintain concrete suitable for bonding of finish flooring and final finishing of exposed concrete slabs. END OF SECTION Park 77 Page 14 of 14 June 8, 2016 PRECAST CONCRETE STAIR TREADS SECTION 034819 SECTION 034819- PRECAST CONCRETE STAIR TREADS 1. GENERAL 1.1. SUMMARY 1. Section Includes but is not limited to: 1. Precast concrete closed riser stair treads. 2. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000 - Cast-In-Place Concrete 3. Section 051200 - Structural Steel 4. Section 055000 - Metal Fabrications 5. Section 055200 - Metal Railings 6. Section 060720 - Preservative Treated Wood 7. Section 061000 - Rough Carpentry 8. Section 061000 - Rough Carpentry 9. Section 062000 - Finish Carpentry 10. Section 079000 -Joint Protection 11. Section 099000 - Painting and Coating 12. Division 21 Fire Suppression 13. Division 31 Earthwork 14. Division 32 Exterior Improvements 1.2. REFERENCES - in addition to all pertinent codes and regulations: 1. IBC- International Building Code, current edition. 2. ICC/ANSI A117.1 - International Code Council /American National Standard, Accessible and Usable Buildings and Facilities, current edition. 3. ASTM -American Society for Testing and Materials. 4. OSHA-Occupational Safety and Health Administration. 5. ADA-Americans with Disabilities Act 1.3. PERFORMANCE REQUIREMENTS 1. The precast concrete closed riser stair treads and landings shall be manufactured as shown in the Drawings. 2. The precast concrete closed riser treads shall meet the International Building Code 1009.3 Stair Treads and Risers. 3. All concrete shall have a minimum 28 day compressive strength of 4,000 p.s.i. and with a total air content of not less than 4 percent or greater than 6 percent. 4. Reinforcing bars shall be American Grade 60 meeting ASTM 615. 5. All precast concrete closed riser stair treads and landings shall be designed to have minimum loads as required by the IBC. 6. Dimensional tolerances shall be +/- 3/16". 7. All precast concrete closed riser stair treads and landings shall have a non-skid surface with a coefficient of friction that meets or exceeds OSHA and ADA recommendations. Manufacturer shall provide certification that the precast concrete closed riser stair treads and landings meet ADA (American Disabilities Act) recommendations in regard to surface coefficient of friction. Park 77 Page 1 of 4 June 8, 2016 PRECAST CONCRETE STAIR TREADS SECTION 034819 8. Manufacturer must batch/mix their own concrete. No redi-mix concrete shall be acceptable. 1.4. QUALITY ASSURANCE 1. Installer Qualifications: Company specializing in work of this Section with minimum of five (5) years continuous documented experience for work comparable to Project scope. 2. Manufacturer Qualifications: The manufacturer shall submit verification that it has been actively involved in the manufacture of precast concrete stair treads and landings for a minimum of five (5) years with positive results. 3. The manufacturer's facility shall be certified by the National Precast Concrete Association or an approved equal. All supervisors of production shall be ACI (American Concrete Institute) certified. 1.5. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Contractor shall provide product submittals for the precast concrete closed riser stair and tread and landings for approval by the architect, engineer, or owner before manufacturing commences. The submittal shall include drawings, cement mill tests, aggregate gradation reports, steel reinforcement mill tests, admixtures, storage, and installation instructions. 3. Contractor shall submit shop drawings of the precast concrete closed riser stair treads. At a minimum, the shop drawings shall include a full cross section view of the stair treads, a frontal view of the stair treads, and detail drawings of the anchor bolts and chip angle assembly. The shop drawings should also indicate weights of the individual stair treads, loading specifications and any other applicable information. 4. Contractor shall submit calculations stamped and signed by a Professional Engineer showing that stair treads have been designed to the requirements of the IBC. 5. At the request of the Architect, Engineers or Owners, Contractor shall submit a copy of the Manufacturer's Quality Assurance/ Quality Control Procedures Manual. The Manufacturer's QA/QC Manual shall include training, product tracking, shipping, handling, standards, certification, etc. 6. Color Samples: Submit color samples for selection from Manufacturer's full range (concrete and aluminum nosing). 1.6. DELIVERY, STORAGE AND HANDLING 1. General Requirements: 1. Conform to provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Materials shall be delivered in their original, unopened packages, and protected from exposure to the elements. 3. Damaged or deteriorated materials shall be removed from the premises. 1.7. WARRANTIES 1. Conform to Warranty provisions of Division 01 Warranties and Bonds. 2. PRODUCTS 2.1. MANUFACTURERS Park 77 Page 2 of 4 June 8, 2016 PRECAST CONCRETE STAIR TREADS SECTION 034819 1. Century Group Inc. (www.centurygrp.com). 2. Diamond Concrete Products LLC (www.diamondconcreteproducts.com). 3. Or approved equal. 2.2. MATERIALS 1. Precast concrete closed riser stair treads are to be accessible at all locations of the project and shall comply with IBC and ICC/ANSI A117.1. 2. Century Group Inc. has been selected to establish a standard of quality and features desired: 1. Tread Width: 36" standard width and as shown on Drawings. 2. Tread Depth: 11-1/2" standard depth and as shown on Drawings (min. 11"). 3. Tread Thickness: 3-1/4" standard thickness and as shown on Drawings. 4. Closed Riser Height: 7-3/4" standard height and as shown on Drawings. Contractor to adjust in field to achieve riser heights shown in Drawings (max. 7" 5. Closed Riser Thickness: 1-1/2" min. standard thickness and as shown on Drawings. 6. Tread Nosing: 2" deep x '/z" projection beyond face of closed riser, and as shown on Drawings. 7. Tread Finish: Broomed concrete finish with custom 2" aluminum nosing in contrasting color of precast concrete. Per ICC/ANSI A117.1 the leading 2" of the tread shall have visual contrast of dark-on-light or light-on-dark from the remainder of the tread. 8. Angle Support Clip: unless shown larger on Drawings, 3 x 2 x 9 angle (2-1/2" leg attached to tread, 2" leg attached to stringer) at each end of precast concrete closed riser stair tread, slots to receive (2) bolts per each leg of each angle. 9. Fasteners: Provide fasteners as recommended by manufacturer to properly secure angle support clip to PT wood stair stringer or steel channel stringer and precast concrete tread, as well as to properly support the design strength of the precast concrete tread. 10. Finish of angle support clip and fasteners shall be compatible and approved by the IBC to be in contact with pressure-treated wood stringer where attaching to wood stringers. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions ready to receive work of this Section in accordance with manufacturer's instructions. Do no work until unsatisfactory conditions are corrected. 2. Verify surfaces clean and dry before proceeding. 3. Verify that anchors, seats, plates, reinforcement, and other items cast into concrete are accurately located and are securely in place. 3.2. INSTALLATION 1. Precast concrete closed riser stair treads are to be accessible at all locations of the project. Contractor shall install to comply with IBC and ICC/ANSI A117.1. 2. The walking surface of treads shall not be sloped steeper than 1:48 in any direction per IBC. Park 77 Page 3 of 4 June 8, 2016 PRECAST CONCRETE STAIR TREADS SECTION 034819 3. The walking surface of treads shall be designed and installed so that water will not accumulate on walking surfaces per IBC. 4. Install precast concrete closed riser stair treads so that the riser heights of each step are uniform for all runs of the entire stairway. 5. Install precast concrete closed riser stair treads and landings per manufacturer's recommendations. 1.2. ADJUSTING 1. Remove and replace precast concrete tread and accessories where determined by Architect to be non-conforming or otherwise defective. 1.3. CLEANING 1. Leave installations clean and free from residue and debris from work of this Section. 2. Upon completion of this Section remove all surplus materials and debris from the job-site. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 GYPSUM CEMENT UNDERLAYMENT SECTION 035412 SECTION 035412- GYPSUM CEMENT UNDERLAYMENT 1. GENERAL 1.1. SUMMARY 1. Specification for Gyp-Crete 2000/3.2K Floor Underlayment over Acousti-Mat II sound deadening pad in hard surface areas. 1.2. SECTION INCLUDES (but is not limited to): 1. Gyp-Crete 2000/3.2K gypsum cement 2. Acousti-Mat II 3. Maxxon Floor Primer 4. Maxxon Overspray 5. All associated attachments and accessories necessary to provide a complete installation of the systems / equipment included in this section. 1.3. RELATED WORK: 1. Division 01 General Requirements 2. Section 055000- Metal Fabrications 3. Section 061000- Rough Carpentry 4. Section 072500-Weather Barriers 5. Section 078000 - Fire and Smoke Protection 6. Section 079000 -Joint Protection 7. Section 081100 - Metal Doors and Frames 8. Section 081400 -Wood Doors 9. Section 084200 - Entrances 10. Section 084313 -Aluminum-Framed Storefronts 11. Section 087100 - Door Hardware 12. Section 092900 - Gypsum Board 13. Section 095600 - Resilient Flooring 14. Section 096800 - Carpeting 15. Section 099000- Painting and Coating 16. Section 123200- Manufactured Wood Casework 17. Division 21 Fire Suppression 18. Division 22 Plumbing 19. Division 23 Heating, Ventilating, and Air Conditioning 20. Division 26 Electrical 21. Division 27 Communications 22. Division 28 Electronic Safety and Security 1.4. QUALITY ASSURANCE 1. Gyp-Crete 2000/3.2K Installer's Qualifications: Installation of Gyp-Crete 2000/3.2K shall be by an applicator authorized by the Maxxon Corporation using Maxxon approved mixing and pumping equipment. 2. Acousti-Mat II Installer's Qualifications: Installation of Acousti-Mat II shall be by an applicator authorized by the Maxxon Corporation. 1.5. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. Park 77 Page 1 of 4 June 8, 2016 GYPSUM CEMENT UNDERLAYMENT SECTION 035412 2. Product Data: Manufacturer's published descriptive literature for components of gypsum cement underlayment system, including material composition, thickness, sizes, fire resistance, and accessories pertinent to this Section. 1.6. DELIVERY, STORAGE AND HANDLING 1. General Requirements: Materials shall be delivered in their original, unopened packages, and protected from exposure to the elements. Damaged or deteriorated materials shall be removed from the premises. 1.7. SITE CONDITIONS 1. Environmental Requirements: Before, during and after installation of Gyp-Crete 2000/3.2K and Acousti-Mat II, building interior shall be enclosed and maintained at a temperature above 50 degrees F (10 degrees C). 1.8. WARRANTY 1. Conform to Warranty provisions specified Division 01 Warranties and Bonds. 2. Manufacturer's standard Warranty against manufacturing defects. 2. PRODUCTS 2.1. MATERIALS 1. Manufacturers: 1. Maxxon®Corporation, 920 Hamel Road, Hamel, MN 55340 2. Tel: (801)972-2738; FAX: (801)972-7075 3. Web: http://www.maxxon.com 2. Products: 1. Gypsum Cement Floor Underlayment: Gyp-Crete 2000/3.21K gypsum cement as manufactured by the Maxxon Corporation, Hamel, MN. 2. Sound Deadening Pad: Acousti-Mat II as manufactured by the Maxxon Corporation, Hamel, MN. 3. Sand Aggregate: Sand shall be 1/8 inch (3 mm) or less, washed masonry or plaster sand, meeting requirements of Maxxon Corporation Sand Specifications 101. 4. Mix Water: Potable, free from impurities 5. Subfloor Primer: Maxxon Floor Primer 6. Sealer: Maxxon Overspray 2.2. MIX DESIGNS 1. General Requirements: Mix proportions and methods shall be in strict accordance with product manufacturer recommendations. 3. EXECUTION 3.1. PREPARATION 1. Condition and Cleaning of Subfloor: Subfloor shall be structurally sound. General Contractor shall clean subfloor to remove mud, oil, grease, and other contaminating factors before the arrival of the Gyp-Crete 2000/3.2K crew. 2. Leak Prevention: Fill cracks and voids with a quick setting patching or caulking material where leakage of Gyp-Crete 2000/3.21K could occur. Park 77 Page 2 of 4 June 8, 2016 GYPSUM CEMENT UNDERLAYMENT SECTION 035412 3. Expansion Joints: Allow joints to continue through the Gyp-Crete 2000/3.2K at the same width. 3.2. APPLICATION OF ACOUSTI-MAT II 1. Acousti-Mat II Installations: Install Acousti-Mat II following manufacturer's recommendations and specifications. 3.3. APPLICATION OF CEMENTITIOUS FLOORING 1. Scheduling: Application of Gyp-Crete 2000/3.2K shall not begin until the building is enclosed, including roof, windows, doors and other fenestration. Install after drywall installation unless tenant finish requirements identify partitioning after the pour. If Acousti-Mat II is to be installed before drywall, then 3.4 lb. sq. yd. galvanized metal lath must be loose laid over the entire Acousti-Mat II surface. Schedule the Acousti- Mat II sound control system as late as possible in the construction cycle. 2. Priming Acousti-Mat II: Prime Acousti-Mat II using the Maxxon Floor Primer to bond the Gyp-Crete 2000/3.2K to the pad.. 3. Application: Place Gyp-Crete 2000/3.2K a minimum 1.25 inch thick, over loosely laid Acousti-Mat II. Spread and screed Gyp-Crete 2000/3.2K to a smooth surface. 4. Drying: General Contractor shall provide continuous ventilation and adequate heat to rapidly remove moisture from the area until the Gyp-Crete 2000/3.2K is dry. General Contractor shall provide mechanical ventilation if necessary. Under the above conditions, for 1 inch thick Gyp-Crete 2000/3.2K, 7-10 days is usually adequate drying time. To test for dryness, tape a 24 inch by 24 inch (609 mm by 609 mm) section of plastic or a high density rubber mat to the surface of the underlayment. After 48-72 hours, if no condensation occurs, the underlayment shall be considered dry. Perform dryness test 5-7 days after pour. 3.4. PREPARATION FOR INSTALLATION OF GLUE DOWN FLOOR GOODS 1. Sealing: Seal all areas that receive glue down floor goods with Maxxon Overspray according to the Maxxon Corporation's specifications. Any floor areas where the surface has been damaged shall be cleaned and sealed regardless of floor covering to be used. Where floor goods manufacturers require special adhesive or installation systems, their requirements supersede these recommendations. 2. Floor Goods Procedures: See the Maxxon Corporation's "Procedures for Attaching Finished Floor Goods to Maxxon Underlayments" brochure for guidelines for installing finished floor goods. This procedure is not a warranty and is to be used as a guideline only. 3.5. FIELD QUALITY CONTROL 1. Slump Test: Gyp-Crete 2000/3.2K mix shall be tested for slump as it's being pumped using a 2 inch by 4 inch (50 mm by 101 mm) cylinder resulting in a patty size of 8 inches (203 mm) plus or minus 1 inch (25 mm) diameter. 2. Field Samples: At least one set of 3 molded cube samples shall be taken from each day's pour during the Gyp-Crete 2000/3.2K application. Cubes shall be tested as recommended by the Maxxon Corporation in accordance with modified ASTM C 472. Test results shall be available to architect and/or contractor upon request from applicator. 3.6. PROTECTION Park 77 Page 3 of 4 June 8, 2016 GYPSUM CEMENT UNDERLAYMENT SECTION 035412 1. Protection From Heavy Loads: During construction, place temporary wood planking over Gyp-Crete 2000/3.21K wherever it will be subject to heavy wheeled or concentrated loads. 3.7. CLEANING 1. Upon completion of this Section remove all surplus materials and debris from the job-site. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 UNIT MASONRY 04 2000 - 1 SECTION 04 2000 - UNIT MASONRY PART 1 GENERAL 1.01 RELATED DOCUMENTS 1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY 1. Section Includes: 1. Concrete masonry units. 2. Decorative concrete masonry units. 3. Brick. 4. Mortar and grout. 5. Masonry joint reinforcement. 6. Ties and anchors. 7. Embedded flashing. 8. Miscellaneous masonry accessories. 2. Related Sections: 1. Division 07 Section "Water Repellents" for water repellents applied to brick masonry. 2. Division 07 Section "Sheet Metal Flashing and Trim" for exposed sheet metal flashing. 3. Hollow metal frames in unit masonry openings specified in Division 08 Section "Hollow Metal Doors and Frames." 4. Division 05 Section "Metal Fabrications"for shelf angles. 5. Division 09 Section "Painting" for concrete masonry units. 1.03 DEFINITIONS 1. CMU(s): Concrete masonry unit(s). 1.04 PERFORMANCE REQUIREMENTS 1. Provide unit masonry that develops indicated net-area compressive strengths at 28 days. 1. For Concrete Unit Masonry: As follows, based on net area: a. fm = 1,500 psi. 1.05 SUBMITTALS 1. Product Data: For each type of product indicated. 2. Samples for Initial Selection: 1. Face brick, in the form of straps of five or more bricks. 2. Colored mortar. 3. Samples for Verification: For each type and color of the following: 1. Accessories embedded in masonry. 4. Material Certificates: For each type and size of the following: 1. Masonry units. a. Include data on material properties. b. For brick, include size-variation data verifying that actual range of sizes falls within specified tolerances. c. For masonry units, include data and calculations establishing average net-area compressive strength of units. Park 77 Page 1 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 2 2. Cementitious materials. Include brand, type, and name of manufacturer. 3. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. 4. Grout mixes. Include description of type and proportions of ingredients. 5. Joint reinforcement. 6. Anchors, ties, and metal accessories. 5. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients. 1. Include test reports for mortar mixes required to comply with property specification. Test according to ASTM C 109/C 109M for compressive strength, ASTM C 1506 for water retention, and ASTM C 91 for air content. 2. Include test reports, according to ASTM C 1019, for grout mixes required to comply with compressive strength requirement. 6. Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. 1.06 QUALITY ASSURANCE 1. Testing Agency Qualifications: Qualified according to ASTM C 1093 for testing indicated. 2. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from single source from single manufacturer for each product required. 3. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate. 4. Masonry Standard: Comply with ACI 530.1/ASCE 6/TMS 602 unless modified by requirements in the Contract Documents. 5. Sample Panels: Build sample panels to verify selections made under sample submittals and to demonstrate aesthetic effects. 1. Build sample panels for each type of exposed unit masonry construction in sizes approximately 48 inches long by 36 inches high. 2. Where masonry is to match existing, erect panels adjacent and parallel to existing surface. 3. Clean one-half of exposed faces of panels with masonry cleaner indicated. 4. Protect approved sample panels from the elements with weather-resistant membrane. 5. Approval of sample panels is for color, texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of workmanship; and other material and construction qualities specifically approved by Architect in writing. a. Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels unless such deviations are specifically approved by Architect in writing. 1.07 DELIVERY, STORAGE. AND HANDLING 1. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry. 2. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. Park 77 Page 2 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 3 3. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. 4. Deliver preblended, dry mortar mix in moisture-resistant containers designed for use with dispensing silos. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in covered weatherproof dispensing silos. 5. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.08 PROJECT CONDITIONS 1. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches down both sides of walls and hold cover securely in place. 2. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. 3. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F and higher and will remain so until masonry has dried, but not less than seven days after completing cleaning. 4. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. PART2 PRODUCTS 2.01 MASONRY UNITS, GENERAL 1. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not use units where such defects will be exposed in the completed Work. 2.02 CONCRETE MASONRY UNITS 1. Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of adjacent units unless otherwise indicated. 1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions. 2. Provide square-edged units for outside corners unless otherwise indicated. 2. Integral Water Repellent: Provide units made with integral water repellent for exposed units. 1. Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, Park 77 Page 3 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 4 when tested according to ASTM E 514 as a wall assembly made with mortar containing integral water-repellent manufacturer's mortar additive, with test period extended to 24 hours, shall show no visible water or leaks on the back of test specimen. a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1) ACM Chemistries; RainBloc. 2) BASF Aktiengesellschaft; Rheopel Plus. 3) Grace Construction Products, W. R. Grace & Co. - Conn.; Dry-Block. 3. CMUs: ASTM C 90. 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 3,750 psi. 2. Density Classification: Normal weight. 3. Provide Type I, moisture-controlled units. 4. Size (Width): Manufactured to the following dimensions: a. 8 inch nominal: 7-5/8 inch actual unless noted otherwise on the drawings. 5. Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated. a. Where units are to be left exposed, provide texture from manufacturer's standard textures. Standard face units shall be used. 4. Decorative Veneer CMUs: ASTM C 90. 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 3700 psi. 2. Density classification in first subparagraph below affects appearance and water absorption. 3. Density Classification: Normal weight. 4. Size (Width): 3 1/2". 5. Pattern and Texture: a. Standard pattern, smooth-face finish.. 2.03 MORTAR AND GROUT MATERIALS 1. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold- weather construction. Provide natural color or white cement as required to produce mortar color indicated. 2. Hydrated Lime: ASTM C 207, Type S. 3. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients. 4. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes and complying with ASTM C 979. Use only pigments with a record of satisfactory performance in masonry mortar. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Davis Colors; True Tone Mortar Colors. b. Lanxess Corporation; Bayferrox Iron Oxide Pigments. c. Solomon Colors, Inc.; SGS Mortar Colors. 5. Aggregate for Mortar: ASTM C 144. 1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone. 2. For joints less than 1/4 inch thick, use aggregate graded with 100 percent passing the No. 16 sieve. 6. Aggregate for Grout: ASTM C 404. Park 77 Page 4 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 5 7. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Euclid Chemical Company (The); Accelguard 80. b. Grace Construction Products, W. R. Grace & Co. - Conn.; Morset. c. Sonneborn Products, BASF Aktiengesellschaft; Trimix-NCA. 8. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs containing integral water repellent by same manufacturer. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. ACM Chemistries; RainBloc for Mortar. b. BASF Aktiengesellschaft; Rheopel Mortar Admixture. c. Grace Construction Products, W. R. Grace & Co. - Conn.; Dry-Block Mortar Admixture. 9. Water: Potable. 2.04 REINFORCEMENT 1. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60 (Grade 420). 2. Masonry Joint Reinforcement, General: ASTM A 951/A 951 M. 1. Exterior Walls: Hot-dip galvanized, carbon steel. 2. Wire Size for Side Rods: 0.187-inch diameter. 3. Wire Size for Cross Rods: 0.148-inch diameter. 4. Wire Size for Veneer Ties: 0.187-inch diameter. 5. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c. 6. Provide in lengths of not less than 10 feet. 3. Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or truss type with single pair of side rods. 4. Masonry Joint Reinforcement for Veneers Anchored with Seismic Masonry-Veneer Anchors: Single 0.187-inch diameter, hot-dip galvanized, carbon-steel continuous wire. 2.05 TIES AND ANCHORS 1. Materials: Provide ties and anchors specified in this article that are made from materials that comply with the following unless otherwise indicated. 1. Mill-Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M; with ASTM A 641/A 641M, Class 1 coating. 2. Wire Ties, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8-inch cover on outside face. Outer ends of wires are bent 90 degrees and extend 2 inches parallel to face of veneer unless noted otherwise on the drawings. 3. Adjustable Masonry-Veneer Anchors: 1. General: Provide anchors that allow vertical adjustment but resist tension and compression forces perpendicular to plane of wall, for attachment over sheathing to wood or metal studs, and as follows: a. Structural Performance Characteristics: Capable of withstanding a 100-lbf load in both tension and compression without deforming or developing play in excess of 0.05 inch. 2. Screw-Attached, Masonry-Veneer Anchors: Units consisting of a wire tie and a metal anchor section. a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: Park 77 Page 5 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 6 1) Hohmann & Barnard, Inc.; DW-10HS with 3/16" Galvanized Byna-tie. 2.06 MISCELLANEOUS ANCHORS 1. Anchor Bolts: L-shaped steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153/A 153M, Class C; of dimensions indicated. 2.07 EMBEDDED FLASHING MATERIALS 1. Flexible Flashing: Use the following unless otherwise indicated: 1. Factory Assembled Flashing System: Composite flashing product consisting of a pliable, polymeric reinforced UV stable membrane to produce an overall thickness of not less than 40-mil. a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1) Mortar Net Inc.; Total Flash Cavity Wall System. b. Accessories: Provide preformed corners, end dams, other special shapes, and seaming materials produced by flashing manufacturer. 2. Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by flashing manufacturer for bonding flashing sheets to each other and to substrates. 2.08 MISCELLANEOUS MASONRY ACCESSORIES 1. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene. 2. Weep/Vent Products: Use the following unless otherwise indicated: 1. Mesh Weep/Vent: Free-draining mesh; made from polyethylene strands, full height and width of head joint and depth 1/8 inch less than depth of outer wythe; in color selected from manufacturer's standard. a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1) Mortar Net USA, Ltd.; Mortar Net Weep Vents. 3. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Mortar Net USA, Ltd.; Mortar Net, 2. Provide one of the following configurations: a. Strips, full-depth of cavity and 10 inches high, with dovetail shaped notches 7 inches deep that prevent clogging with mortar droppings. 2.09 MASONRY CLEANERS 1. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Diedrich Technologies, Inc. b. EaCo Chem, Inc. c. ProSoCo, Inc. Park 77 Page 6 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 7 2.10 MORTAR AND GROUT MIXES 1. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. 2. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent. 2. Mortar for Unit Masonry: Comply with ASTM C 270. Provide the following types of mortar for applications stated unless another type is indicated on the drawings. 1. For masonry below grade or in contact with earth, use Type S. 2. For reinforced masonry, use Type S. 3. For exterior, above-grade, load-bearing and non-load-bearing walls and parapet walls; for interior load-bearing walls; for interior non-load-bearing partitions; and for other applications where another type is not indicated, use Type N. 3. Grout for Unit Masonry: Comply with ASTM C 476. 1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with Table 1.15.1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height. PART 3 EXECUTION 3.01 EXAMINATION 1. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of work. 2. Verify that foundations are within tolerances specified. 3. Verify that reinforcing dowels are properly placed. 2. Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION, GENERAL 1. Thickness: Build cavity and composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units, using units of widths indicated. 2. Build chases and recesses to accommodate items specified in this and other Sections. 3. Leave openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match the construction immediately adjacent to opening. 4. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. 5. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. 6. Mix units from several pallets or cubes as they are placed. 7. Wetting of Brick: Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in. (30 g/194 sq. cm) per minute when tested per ASTM C 67. Allow units to absorb water so they are damp but not wet at time of laying. Park 77 Page 7 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 8 3.03 TOLERANCES 1. Dimensions and Locations of Elements: 1. For dimensions in cross section or elevation do not vary by more than plus 1/2 inch (12 mm) or minus 1/4 inch. 2. For location of elements in plan do not vary from that indicated by more than plus or minus 1/2 inch. 3. For location of elements in elevation do not vary from that indicated by more than plus or minus 1/4 inch in a story height or 1/2 inch total. 2. Lines and Levels: 1. For bed joints and top surfaces of bearing walls do not vary from level by more than 1/4 inch in 10 feet, or 1/2 inch maximum. 2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum. 3. For vertical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch maximum. 4. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum. 5. For lines and surfaces do not vary from straight by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch maximum. 6. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet, or 1/2 inch maximum. 3. Joints: 1. For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch. 2. For exposed bed joints, do not vary from bed-joint thickness of adjacent courses by more than 1/8 inch. 3. For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch or minus 1/4 inch. 4. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch. 5. For exposed bed joints and head joints of stacked bond, do not vary from a straight line by more than 1/16 inch from one masonry unit to the next. 3.04 LAYING MASONRY WALLS 1. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations. 2. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. 3. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 4-inches. Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. 4. Stopping and Resuming Work: Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh masonry. Park 77 Page 8 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 9 5. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. 6. Fill cores in hollow CMUs with grout 24 inches under bearing plates, beams, lintels, posts, and similar items unless otherwise indicated. 3.05 MORTAR BEDDING AND JOINTING 1. Lay hollow brick and CMU as follows: 1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints. 2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters. 3. With webs fully bedded in mortar in grouted masonry, including starting course on footings. 4. With entire units, including areas under cells, fully bedded in mortar at starting course on footings where cells are not grouted. 2. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated. 3.06 MASONRY JOINT REINFORCEMENT 1. General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches. 1. Space reinforcement not more than 16 inches o.c. 2. Space reinforcement not more than 8 inches o.c. in foundation walls and parapet walls. 3. Provide reinforcement not more than 8 inches above and below wall openings and extending 12 inches beyond openings. 2. Interrupt joint reinforcement at control and expansion joints unless otherwise indicated. 3. Provide continuity at wall intersections by using prefabricated T-shaped units. 4. Provide continuity at corners by using prefabricated L-shaped units. 5. Cut and bend reinforcing units as directed by manufacturer for continuity at corners, returns, offsets, column fireproofing, pipe enclosures, and other special conditions. 3.07 ANCHORING MASONRY VENEERS 1. Anchor masonry veneers to wall framing and concrete and masonry backup with masonry-veneer anchors to comply with the following requirements: 1. Fasten screw-attached anchors through sheathing to wall framing and to concrete and masonry backup with metal fasteners of type indicated. Use two fasteners unless anchor design only uses one fastener. 2. Embed connector sections and continuous wire in masonry joints. Provide not less than 2 inches of air space between back of masonry veneer and face of sheathing. 3. Locate anchor sections to allow maximum vertical differential movement of ties up and down. 4. Space anchors as indicated, but not more than 16 inches o.c. vertically and 24 inches o.c. horizontally, with not less than 1 anchor for each 2 sq. ft. of wall area. Install additional anchors within 12 inches of openings and at intervals, not exceeding 8 inches, around perimeter. 3.08 CONTROL AND EXPANSION JOINTS 1. General: Install control and expansion joint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for in-plane wall or partition movement. 2. Form control joints in concrete masonry using one of the following methods: Park 77 Page 9 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 10 1. Fit bond-breaker strips into hollow contour in ends of CMUs on one side of control joint. Fill resultant core with grout and rake out joints in exposed faces for application of sealant. 2. Install preformed control-joint gaskets designed to fit standard sash block. 3. Form expansion joints in brick as follows: 1. Build in compressible joint fillers where indicated. 2. Form open joint full depth of brick wythe and of width indicated, but not less than 3/8 inch for installation of sealant and backer rod specified in Division 07 Section "Joint Sealants." 4. Provide horizontal, pressure-relieving joints by either leaving an air space or inserting a compressible filler of width required for installing sealant and backer rod specified in Division 07 Section "Joint Sealants," but not less than 3/8 inch. 1. Locate horizontal, pressure-relieving joints beneath shelf angles supporting masonry. 3.09 FLASHING, WEEP HOLES, CAVITY DRAINAGE, AND VENTS 1. General: Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated. 2. Install flashing as follows unless otherwise indicated: 1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as recommended by flashing manufacturer. 2. At masonry-veneer walls, extend flashing through veneer, across air space behind veneer, and up face of sheathing at least 8 inches; with upper edge tucked under building paper or building wrap, lapping at least 4 inches. 3. Cut flexible flashing off flush with face of wall after masonry wall construction is completed. 3. Install single-wythe CMU flashing system in bed joints of CMU walls where indicated to comply with manufacturer's written instructions. Install CMU cell pans with upturned edges located below face shells and webs of CMUs above and with weep spouts aligned with face of wall. 4. Install reglets and nailers for flashing and other related construction where they are shown to be built into masonry. 5. Place cavity drainage material in cavities to comply with configuration requirements for cavity drainage material in "Miscellaneous Masonry Accessories" Article. 3.10 FIELD QUALITY CONTROL 1. Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform tests and inspections. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense. 3.11 REPAIRING, POINTING, AND CLEANING 1. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement. 2. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated. Park 77 Page 10 of 11 June 8, 2016 UNIT MASONRY 04 2000 - 11 3. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. 4. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape. 4. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water. 5. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical Notes 20. 6. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions. 7. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces. 3.12 MASONRY WASTE DISPOSAL 1. Salvageable Materials: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site. 2. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above, and other masonry waste, and legally dispose of off Owner's property. END OF SECTION 04 2000 Park 77 Page 11 of 11 June 8, 2016 METAL FABRICATIONS SECTION 055000 SECTION 055000- METAL FABRICATIONS 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes: 1. Shop fabricated metal fabrications. 2. Manufactured metal fabrications. 3. Shop preparation, priming, and galvanizing. 4. Steel countertop support bracket, shelf and relieving angles. 5. Steel framing and supports for mechanical and electrical equipment. 6. Steel pipe bollards. 7. Metal angle support for pony walls. 8. Miscellaneous embedments and attachments related to the work of this project. 9. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 2. Related Work: 1. Division 01 General Requirements 2. Section 033000-Cast-In-Place Concrete 3. Section 034819- Precast Concrete Stair Treads 4. Section 035412-Gypsum Cement Underlayment 5. Section 051200- Structural Steel 6. Section 055200- Metal Railings 7. Section 060720- Preservative Treated Wood 8. Section 061000- Rough Carpentry 9. Section 061760- Prefabricated Wood Trusses 10. Section 061850- Structural Glued-Laminated Timber 11. Section 062000- Finish Carpentry 12. Section 071300-Sheet Waterproofing 13. Section 072500-Weather Barriers 14. Section 076000- Flashing and Sheet Metal 15. Section 078000- Fire and Smoke Protection 16. Section 079000-Joint Protection 17. Section 099000- Painting and Coating 18. Division 21 Fire Suppression 19. Division 22 Plumbing 20. Division 23 Heating, Ventilating, and Air Conditioning 21. Division 26 Electrical 22. Division 27 Communications 23. Division 28 Electronic Safety and Security 24. Division 31 Earthwork 25. Division 32 Exterior Improvements 1.3. QUALIFICATIONS / QUALITY ASSURACNE 1. Welders on Project: AWS qualified, WABO Certified within last 12 months. 2. Work to be performed only by workers thoroughly skilled and specially trained in the techniques of metal fabrications, and who are completely familiar with the published recommendations of the metal material being used. Park 77 Page 1 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 3. Mill tests shall be prepared for specified ASTM material. 4. The Engineer/Architect reserve the right to inspect the manufacture or fabrication. The Engineer/Architect inspection of the work does not relieve the Contractor of the responsibility of the work. Errors or faults that are discovered during fabrication shall be corrected by the Contractor prior to installation. 1.4. REGULATORY REQUIREMENTS / REFERENCES 1. Comply with requirements of Division 01 Quality Control. 2. Shop Applied Coatings: Comply with State of Washington and US Environmental Protection Agency for maximum volatile organic compound (VOC) emissions. 3. Ladders: Comply with Washington Industrial Safety and Health Act (WISHA) and OSHA/ANSI A14.3 Standards. 4. In addition to complying with all pertinent codes and regulations: 1. Applicable or referenced sections of AISC Manual of steel construction, current edition. 2. Applicable or referenced sections of AWS standards. 1.5. PROJECT CONDITIONS / COORDIANTION 1. Field Measurements: Where metal fabrications are indicated to fit walls and other construction, verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 2. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating metal fabrications without field measurements. Coordinate construction to ensure that actual dimensions correspond to established dimensions. Allow for trimming and fitting. 3. Store fabricated metal items above ground on platforms, skids or other approved supports in a weathertight and dry location until ready for installation. 4. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts and items with integral anchors that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 5. Protection: Use all means necessary to protect the materials and manufactured items of this Section before, during and after installation and to protect the work and materials of all other trades. 1.6. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 1. Shop Drawings: 1. Placing Drawings: Show layout of components. Include size and gauge designations, number, type, location, and spacing. 2. Details: Include component details, anchorage, accessory items, type and location of fasteners. 3. Special Components and Installations: Include where not fully dimensioned or detailed in manufacturer's product data. 4. Accessories: Include backing, splices, slip channels, and anchoring devices. 5. Provide templates for anchors and bolt specified for installation. 2. Product Data: Provide data on standard components. Describe materials, finish, product criteria, limitations, and accessories. Park 77 Page 2 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 3. Manufacturers Instructions: Include installation instructions, special procedures, and conditions requiring special attention. 4. Samples: Submit physical samples of specified materials for color or texture selection by the Engineer, when so requested. 5. Certificates: Submit certification that specified surface preparation and primer or galvanized coatings as specified have been applied to steel items and are in accordance with the Specifications. 6. Welder's certificates signed by the Contractor certifying that welders comply with requirements specified under"Quality Assurance" article. 7. Operations and Maintenance Manuals— under the provisions of Section 01730. 1.7. WARRANTY 1. Under the provisions of Division 01 Warranties and Bonds. 2. PRODUCTS 2.1. METALS, GENERAL 1. Metal Surfaces, General: For metal fabrications exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names or roughness. 2. Metal materials that are in direct contact with any pressure-treated wood material shall be stainless steel, Simpson Strong-Tie Z-Max treated finish, or constructed of metal /finish that is acceptable to come in contact with the particular type of pressure-treated material used in the Work. 2.2. MATERIALS AND COMPONENTS 1. General: 1. All material shall conform to the following requirements and shall be of new stock of the highest grade available, free from defects and imperfections, of recent manufacture and unused. Where two or more identical articles or pieces of equipment are required, they shall be of the same manufacture. 2. All metal surfaces shall be free from any defects which would impair the strength, durability, appearance, and shall be of the best commercial quality, for the purposes intended and adequate to withstand the strains and stresses to which they will be subject. Metals shall be protected from injury at the job, in transit, and until erected in place, reviewed, and approved. 3. New tested and fabricated stock complying with applicable grades and standards hereinafter referenced. No dual rated steel shall be allowed in this project. 4. All metal fabrications shall have a minimum of post consumer or industrial recycled content of 85% to meet the requirements set forth in 2. Miscellaneous Metals (as applicable): 1. Iron and Steel (General): International Building Code. 2. Structural Steel: ASTM A992 for wide flange shapes and ASTM A36 for all other shapes. 3. Steel Plates, Shapes and Bars: Mild or structural grade conforming to applicable ASTM A36 Specifications. 4. Steel Plates (Bent or Cold Formed): ASTM A283 Grade "C. 5. Gray Cast Iron: ASTM A48, Class 10 or as specified. Park 77 Page 3 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 6. Malleable Iron Castings: ASTM A47. 7. Steel Tubing: AISI MT1010, electric welded, minimum 14-gage, shapes and size as indicated on the Contract Drawings. 8. Steel Pipe: ASTM A53, Grade A, Schedule 40 black finish or ASTM A120, galvanized when used on building exterior. 9. Steel Bars and Bar-size Shapes: ASTM A306 Grade 65 or ASTM A36. 10. Cold Finished Steel Bars: ASTM A108. 11. Galvanized Carbon Steel Sheets: ASTM A526 with G90 zinc coating in accordance with ASTM A525. 12. Aluminum Castings: 214 aluminum alloy. 13. Aluminum Extrusions: 6053 aluminum alloy temper to suit. 14. Stainless Steel: 18-8 alloy, type 302, No. 4 finish except as otherwise specified. 15. Diamond or checker Pattern Plate: U.S. multigrip floor plate; U.S. Steel Corp. or equal. 3. Miscellaneous Related Materials (as applicable): 1. Welding Electrodes: Conform to AISC and ASTM A233 and the Code for Arc and Gas Welding in Building Construction, A.W.S. Publication D1.1 use E-70XX Series Electrodes. 2. Paint Primer (for uncoated ferrous metal): Rust-Oleum Corp. "X-60 Bare Metal Red Primer". See Specification Section 099000 Painting and Coatings. 3. Hot-Dip Galvanizing: ASTM A-123 or as applicable after fabrication. 4. Galvanizing Repair Material: 90% zinc rich cold process repair material. 5. Non-Shrink Grout: "Por-Rok" by Hallemite Mfg. Co. Cleveland, Ohio (Los Angeles, Phone (213) 583-4184). 6. Fasteners: Same material and finish of work to be fastened together; screws to be countersunk oval head type, unless otherwise indicated on the Drawings. 7. Mechanical Anchors: For securing miscellaneous metal items to concrete to be self-drilling concrete anchors, not less than 3/8-inch size, Phillips Redhead, or as otherwise indicated on the Drawings. 8. Bolts and Nuts: Low-carbon hexagon-head type, ASTM A-307, Grade "A" or "B". Lag bolts shall be square-head Type FS FF-B-561. 9. Miscellaneous: All items of miscellaneous metal indicated on drawings, including clip angles, ties, straps, anchors, bolts, angles, rods, and other appurtenances required by details or necessary for proper installations. 10. Dry Pack: A cement-sand mix of 1 part Portland cement to 2-1/2 parts sand by volume with necessary water added to provide for solid compaction. 11. Chains: 3/16-inch size, galvanized proof chain complete with suitable size harness snaps and two eyebolts, length to suit job conditions. 12. Gasket Material: Soft compressible neoprene rubber strip, thickness and width as indicated on the drawings. 13. Filler Material for Welding Aluminum: Type 53. 14. Concrete inserts: 1. Threaded or wedge type galvanized ferrous castings of malleable iron complying with ASTM A27; 2. Provide required bolts, shims, and washers, hot-dip galvanized in accordance with ASTM A153. 15. Brackets, Flanges and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated. 16. Welding Rods and Bare Electrodes: Select in accordance with AWS Specifications for the metal alloy to be welded. Park 77 Page 4 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 2.3. SHOP GALVANIZED FINISHES 1. Exterior Carbon Steel Structural Steel Members, Plate, Tube, and Pipe: Hot-dip zinc-coat galvanize after fabrication to ASTM A 123. 1. Include steel embeds, steel in contact with masonry and concrete, weldements, connectors, and miscellaneous steel framing exposed to weather. 2. Exception: Stainless steel and steel receiving zinc-rich primer and special coating systems. 3. Thickness: 1. Up to 3/16 Inch Thick Steel: 2.0 oz average and 1.8 oz minimum. 2. 1/4 Inch & Thicker Steel: 2.3 oz average and 2.0 oz minimum. 2. Galvanized and Galvannealed Sheet Steel: As specified by applicable Sections. Where galvanized sheet steel is shown but not specified, conform to ASTM A 653. Galvanneal surfaces to receive other coating systems. 1. Exterior Exposed Steel: G90 galvanized or A 90 galvannealed. 2. Exterior Steel Protected From Weather: G60 galvanized or A60 galvannealed 3. Interior Steel: G40 galvanized or A40 galvannealed. 3. Bolts and Threaded Fasteners: Hot-dip galvanize, ASTM A 153, Class C or D. 2.4. SURFACE PREPARATION FOR SHOP PRIMED FINISHES 1. Surface Preparation for Ungalvanized Ferrous Metal to be Shop Primed: Conform to The Society for Protective Coatings (SSPC) - Volume 1, Good Painting Practice, and Volume 2, Systems and Specifications 1. Exterior: Comply with SSPC-SP-6, Commercial Blast Cleaning. 2. Interior: Comply with SSPC-SP-3, Power Tool Cleaning. 2. Galvanized and Galvannealed Steel: 1. Shop Primer: Not required. 2. Touch-Up for Damaged Galvanized Surfaces: 1. To Receive Special Coating Systems: Zinc-rich primer. Compatible to special coating system. 2. To Remain Unfinished: ZRC Products Co., Galvilite, 95 percent, zinc cold galvanizing compound, specified for type and quality. 2.5. SHOP PRIMED FINISHES 1. Shop Primer for Exterior, Ungalvanized Ferrous Metal: Tnemec, Tneme-Zinc, Zinc Rich Urethane Primer, Series 90-97, specified for type and quality. 1. Organic zinc-rich moisture cured urethane or epoxy primer, 83 percent solids. 2. Slip-Critical Connections: Conform to AISC - Specification for Structural Joints Using ASTM A325 or A490 Bolts, Class B (Slip Coefficient of not less than 0.50). 2. Shop Primer for Interior Ferrous Metal: 1. Tnemec Co., Azeron Primer, Fast Dry Modified Alkyd Rust-Inhibitive, Non-Toxic Primer, Series FD88-559. 2. Other Manufacturers: As published by Master Painters Institute (MPI), Approved Product List, MPI #107 Rust Inhibitive Primer, Water Based. 3. Color: Gray. Red primers not accepted. 3. Surface Preparation for Aluminum: ASTM D 1730, as applicable for coating system. 1. Type A-Solvent Cleaning. 2. Type B-Chemical Treatments. 3. Type C-Anodic Treatments. 4. Type D-Mechanical Treatments Park 77 Page 5 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 5. ASTM D 1730 Type C, Anodic Treatment, Method 1 or Method 2 acceptable. 6. Primer: As indicated on manufacturer's published data sheets in accordance to manufacturer's instructions, and as accepted by Architect. 2.6. FABRICATION 1. Field Measurements: Secure all field measurements required for proper and adequate fabrication and installation of all work of this Section. Exact measurements are the responsibility of the Contractor. 2. Work Quality: (As Applicable): 1. Except as otherwise shown on the Contract Drawings or the approved Shop Drawings use materials of size, thickness, and type required to produce reasonable strength and durability in the work of this Section. 2. Fabricate with accurate angles and surfaces which are true to the required lines and levels, grinding exposed welds smooth and flush, forming exposed connections with hairline joints, and using concealed fasteners wherever possible. Do not fabricate components which require fitting to structural elements or into finished spaces until dimensions are verified at the job-site. 3. Prior to shop painting or priming, properly clean metal surfaces as required for the applied finish and for the proposed use of the item. 4. On surfaces inaccessible after assembly or erection, apply two coats of the specified primer. Change color of second coat to distinguish it from the first. 5. Work to dimensions shown or accepted on the Shop Drawings, using proven details of fabrication and support. 6. Conform to applicable provisions of the International Building Code. 7. Form exposed work true to line and level, with accurate angles and surfaces and with straight sharp edges. 8. Ease the exposed edges to a radius of approximately 1/32-inch unless otherwise shown. 9. Form bent-metal corners to smallest radius possible without impairing the work. 10. Welding: Electric arc welding, International Building Code. 11. Bolting: Bolts to be drawn tight and threads set to secure nuts. 12. Assembly: Assemble all items with parts in true alignment and accurately fitted, joints well made, adequately fastened with butts and sharp edges ground smooth. 13. Conceal all fastenings where practicable and make exposed joints hairline. 14. Nonferrous metal items shall comply with best practice of the trade. Form all sections true to detail and free from defects impairing appearance, strength, and durability. 15. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items. 16. On surfaces inaccessible after assembly or erection, apply two (2) coats of the specified primer. Change color of second coat to distinguish it from the first coat. 3. Galvanizing: Provide a zinc coating for those items shown or specified to be galvanized as follows and as applicable: 1. ASTM A153 for galvanized iron or steel hardware. 2. ASTM A123 for galvanized rolled, pressed or forged steel shapes, plates, bars and strip 1/8-inch thick and heavier. 4. Field Galvanizing: Park 77 Page 6 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 1. Required: For repair of protective coating of damaged galvanized surfaces resulting from welding or other construction operations in the shop or at the job- site at no added cost to the Owner. 2. Method: By "galvalloy" methods, in accordance with manufacturer's directions. 5. Shop Painting: 1. Required: On all uncoated ferrous metals; galvanized ferrous metal not to be shop coated. 2. Paint: Specified paint primer. 3. Painting: Full prime coating, completely covering the metal surfaces; at least 1 coat on all surfaces which will be accessible after fabrication and erection; at least 2 coats on all surfaces which will be inaccessible after fabrication and erection. 4. Remove scale, rust and other deleterious materials before application of Shop Coating. 5. Clean off heavy rust and loose mill scale in accordance with SSPC-SP-2 or SSPC-SP-3 before coating. 6. Remove oil, grease and similar contaminants in accordance with SSPC-SP-1. 6. Carpenter's Iron Work: Furnish all bent or otherwise fabricated bolts, plates, anchors, hangers and other miscellaneous steel items not readily obtainable "OFF- THE-SHELF" and required for anchoring work to concrete, masonry and interior partitions. Fasteners shall be of the same material as the item being fastened. Items to be built into masonry or cast into concrete shall be delivered to the job-site in time to avoid any delay of other trade operations. Anchor, for mechanical anchoring of items to concrete shall be self-drilling type and minimum 3/8-inch size. 7. Rough Hardware: 1. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division 06 sections 2. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable- iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers. 2.7. PREFINISHED STEEL ENTRY CANOPY SYSTEM AND SUPPORT BRACKETS 1. Required: At locations indicated on the Drawings. 2. Materials: Material, size and length as indicated on the Drawings. 2.8. STEEL COUNTERTOP SUPPORT BRACKET, SHELF AND RELIEVING ANGLES 1. Required: At locations indicated on the Drawings. 2. Materials: Material, size and length as indicated on the Drawings. 2.9. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT 1. Required: At locations indicated on the Drawings and as referenced in the Mechanical and Electrical equipment specification sections. 2. Materials: Material, size and length as indicated on the Drawings and as referenced in the Mechanical and Electrical equipment specification sections. 2.10. STEEL PIPE BOLLARDS 1. Required: At locations indicated on the Drawings. Park 77 Page 7 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 2. Materials: Galvanized steel pipe, size and length as indicated on the Drawings. 2.11. METAL ANGEL SUPPORT FOR PONY WALLS 1. Required: At locations indicated on the Drawings. 2. Materials: Material, size and length as indicated on the Drawings. 2.12. TRELLIS BRACKET ATTACHMENTS TO RETAINING / EXPOSED VAULT CONCRETE WALL 1. Required: At locations indicated on the Drawings. 2. Materials: Material, size and length as indicated on the Drawings. 3. EXECUTION 3.1. SURFACE CONDITIONS 1. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until such detrimental conditions are corrected. 3.2. COORDINATION 1. Coordinate work of this Section as required with other trades to assure proper and adequate provisions in the work of those trades for interface with the work of this Section. 3.3. INSTALLATION 1. General: (As Applicable): 1. Set work accurately into position, plumb, level, true, and free from rack. 2. Anchor firmly into position. 3. Where field welding is required, comply with AWS recommended procedures of manual-shielded metal-arc welding for appearance and quality of weld and for methods to be used in correcting welding work. 4. Grind exposed welds smooth, and touchup shop prime coats. 5. Do not cut, weld, or abrade surfaces which have been hot-dip galvanized after fabrication and which are intended for bolted or screwed field connections. 6. Dissimilar Materials: Where metals are in contact with plaster, concrete or other type metals, paint contact faces of the metal before installation, with a heavy bituminous coating. 3.4. STEEL COUNTERTOP SUPPORT BRACKET, SHELF AND RELIEVING ANGLES 1. Install per manufacturer's recommendation. 3.5. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT 1. As shown on Drawings, as referenced in the Mechanical and Electrical equipment specification sections, and install per manufacturer's recommendation. 3.6. STEEL PIPE BOLLARDS 1. Installation: Set plumb in concrete footings of size indicated on the Drawings, to indicated height; pipe post to be filled with concrete to top and top to be tooled to shed water (where applicable). Top of exposed portion of footing to be tooled to shed water (where applicable). Park 77 Page 8 of 9 June 8, 2016 METAL FABRICATIONS SECTION 055000 2. As shown on the Drawings and provide all components necessary to provide a complete system. Refer to specification Section 033000 for concrete footing requirements. 3.7. METAL ANGEL SUPPORT FOR PONY WALLS 1. As shown on Drawings. 3.8. TOUCH-UP AFTER INSTALLATION 1. After installation and erection, remove weld spatter, and clean steel of oil and grease in accordance with SSPC-SP-1. Clean abraded, bolted and welded areas. 2. Damaged Shop Primed Ferrous Metal Surfaces: Reapply specified shop primer to make free of scratches and stains. 3. Damaged Galvanized Surfaces to Receive Finish Coating: Touch up with specified zinc rich primer. 4. Damaged Galvanized Surfaces to remain Unfinished: Touch up with specified cold galvanizing compound. 5. Site Welding: Clean and strip primed steel to bare metal where site welding is required and apply touch-up primer or cold galvanizing compound as specified in Section 055000 or Section 099000. 3.9. CLEAN-UP AND ADJUSTMENT 1. Clean-up: 1. During the progress of the work, conform to provisions of Section 01710, keep the premises free from debris and waste resulting from work of this Section. Upon completion of this Section remove all surplus materials and debris from the job-site. 2. Adjustments: Adjust all operating parts and/or assemblies as may be required to provide the necessary function and smooth operation. END OF SECTION Park 77 Page 9 of 9 June 8, 2016 METAL RAILINGS SECTION 055200 SECTION 055200- METAL RAILINGS 1. GENERAL 1.1. SUMMARY 1. Section Includes: 1. Galvanized steel pipe handrails and guardrails / railings. 2. Painted steel pipe handrails. 3. Railing and handrail components, attachments and accessories necessary for a complete installation. 4. All accessories and attachments necessary to provide complete installation of the systems/ equipment included in this section. 2. Related Work: 1. Section 033000 - Cast-In Place Concrete 2. Section 051200 - Structural Steel 3. Section 055000 - Metal Fabrications 4. Section 060720 - Preservative Treated Wood 5. Section 061000 - Rough Carpentry 6. Section 074646 - Fiber-Cement Siding 7. Section 076000 - Flashing and Sheet Metal 8. Section 079000 - Joint Protection 9. Section 092900 - Gypsum Board 10. Section 099000 - Painting and Coating 1.2. DESIGN REQUIREMENTS 1. Railing Assembly, Wall Rails, and Attachments: Resist lateral concentrated force of 200 pounds at each point without damage or permanent set, except where more stringent requirements are required by Contract Documents. Test in accordance with ASTM A1018. 1.3. QUALITY ASSURANCE 1. Supply setting templates for items cast into concrete and embedded in masonry. 1.4. REGULATORY REQUIREMENTS 1. Comply with the requirements of Division 01 Quality Control. 2. ADA Requirements: Comply with WAC 51-30-3100, Chapter 11 Accessibility, for requirements including handrail / guardrail heights, terminations, and opening. 3. Welding: Perform in accordance with referenced regulatory agencies and Section 050610. 1.5. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Shop Drawings: 1. Placing Drawings: Show layout of components. Include number, type, location, and spacing. 2. Details: Include component details, anchorage, and location of fasteners. 3. Accessories: Include backing, splices, and anchoring devices. 3. Product Data: Provide data on standard components. Describe materials, finish, product criteria, limitations, and accessories. 4. Manufacturer's Instructions: Include installation instructions, special procedures, and conditions requiring special attention. Park 77 Page 1 of 4 June 8, 2016 METAL RAILINGS SECTION 055200 1.6. WARRANTY 1. Under the provisions of Division 01 Warranties and Bonds. 2. PRODUCTS 2.1. HANDRAIL AND GUARDRAIL / RAILING MATERIALS 1. Steel Pipe: ASTM A 53, Type E or Type S, Grade A or Grade B, standard weight, Schedule 40. 2. Steel Tubing: ASTM A 500 Grade B, or ASTM A 513, cold formed, welded, seamless, minimum 14 gauge. 3. Plate and Flat Bar Railing Posts and Sections: ASTM A 36, thickness and fabricated as detailed on Drawings. 2.2. HANDRAIL BRACKETS 1. Steel Wall Brackets for Steel Pipe: Stamp formed 3/16 inch steel, 3 inch centerline of railing to wall, one 7/16 inch diameter fastener hole, round top suitable for joining pipe rail, able to accept welded or machine screw connection. 1. R&B Wagner, No. 3426 Type 1-H. 2. Sharp Products, No. 7300. 3. Julius Blum, No. 626. 2.3. STEEL PIPE AND TUBE HANDRAIL AND GUARDRAIL / RAILING SYSTEM COMPONENTS 1. Inside Radius Ells: Seamless steel with radius ell wall return fittings at railing ends and railing corners. 2. Flanges: 10 gauge steel. 3. End Caps for Steel Pipe Railings: Weld-On, round tube end, connector, 1-1/2 inch diameter with 1-1/8 inch head height, except as otherwise as required for pipe diameter. 1. R&B Wagner, Type C. 2. Sharp Products, No. 9104. 3. Julius Blum No. 938. 4. Connectors: Coped, drive-on type, welded to suit conditions. 5. Wedge-lock Welding Connectors: Types to suit conditions and as recommended by manufacturer. 6. Other Components: Fabricate of steel to match pipe material, shapes and components, including railings, inserts, and sleeves as necessary to suit installation. 2.4. ACCESSORIES 1. Expandable Grout for Pipe Rails: Conforming to ASTM C 827. 1. Master Builder's, Masterflow 713 2. Sonneborn, Sonogrout. 2. Fasteners and Anchors: Stainless steel, designed for intended use and function, and as instructed by manufacturer. 3. Connections: Weld steel to steel, including railing and bracket connections, unless otherwise indicated. 4. Auto-Body Joint Fillers: Bondo, or other accepted auto-body filler, as needed to make welded and other permanent connections smooth and uniform after grinding smooth. Park 77 Page 2 of 4 June 8, 2016 METAL RAILINGS SECTION 055200 5. Miscellaneous Items: Provide all other steel and iron items indicated or required to complete the work. 2.5. FABRICATION 1. Fit and shop assemble components in largest practical size for delivery to site. 2. Provide anchors, plates, and other components needed to make secure, structural connections. 3. Provide spigots, sleeves and other components to accommodate site assembly and installation. 4. Fabricate components of same material and finish as fabrications, except where otherwise specified. Fit with matching pipe fittings, pipe ells, end plugs, and radiused returns. 5. Construct welded structural steel assemblies conforming to provisions of Section 050610. 1. Continuously seal joined pieces by continuous welds or intermittent welds and filler. 2. Grind exposed joints flush and smooth with adjacent finish surfaces. 3. Butt-weld pipe members together. For long runs (40 feet maximum), fabricate with smaller diameter slip joint inserts, to accommodate movement. 6. Make exposed joints butt tight, flush and hairline. 7. Ease exposed edges with small uniform radius. 8. Drill and tap holes before applying shop primer coating. Countersink and drill at unobtrusive locations. 2.6. FINISHES 1. Exterior Handrails and Railings Galvanized as Final Finish: Galvanized ASTM A 123, 2.0 once per square foot. Touch up as specified Section 055000. 2. Interior Handrails Painted as Final Finish: See Section 099000. 3. Surface Preparation and Shop Primer: Conform to provisions of Section 055000. 1. Interior Railings: SSPC-SP-3, Power Tool Cleaning. 2. Exterior: SSPC-SP-6, Commercial Blast Cleaning. 4. Bolts and Other Threaded Fasteners at Exterior Assemblies: Galvanized. Conform to provisions of Section 055000. 3. EXECUTION 3.1. INSTALLATION 1. Wall Mounted Handrails: Install on specified brackets. 1. Space brackets maximum 4 foot on center, except as otherwise shown. 2. Return ends of wall handrails to wall. 3. Mount brackets to maintain clearances from handrail to wall. 4. Make provisions for expansion and contraction. 2. Separate dissimilar metals using isolation tape or coatings acceptable to Architect. Do not use bituminous coatings. 3.2. ADJUSTING 1. Touch up damage shop primer and galvanized finishes conforming to Section 055000. Park 77 Page 3 of 4 June 8, 2016 METAL RAILINGS SECTION 055200 3.3. CLEAN-UP 1. During the progress of the work, conform to provisions of Division 01, keep the premises free from debris and waste resulting from work of this Section. Upon completion of this Section remove all surplus materials and debris from the job-site. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 PRESERVATIVE TREATED WOOD SECTION 060720 SECTION 060720— PRESERVATIVE TREATED WOOD 1. GENERAL 1.1. SUMMARY 1. Section Includes: 1. Factory preservative pressure treatment for wood contacting concrete, masonry, and conditions of moisture. 2. Field preservative touch-up at cuts in preservative treated wood. 2. Related Section: Section 061000 - Rough Carpentry. 1.2. REFERENCE STANDARDS 1. Reference Standards: Current edition at date of Bid. 2. American Wood Preservers Association (AWPA)- Standard Specifications. 1. AWPA C1 B: All Timber Products B Preservative Treatment by Pressure Processes. 2. AWPA C2 - Lumber, Timber, Bridge Ties and Mine Ties - Preservative Treatment by Pressure Processes. 3. AWPA C9 B: Plywood - Preservative Treatment by Pressure Processes. 4. AWPA C15 -Wood for Commercial-Residential Construction- Preservative Treatment by Pressure Processes. 5. AWPA C17 - Playground equipment treated with Inorganic Preservatives- Preservative Treatment by Pressure Processes. 6. AWPA P5 B: Waterborne Preservatives. 7. AWPA M4 B: Standard for the Care of Preservative Treated Wood Products. 3. Council of American Building Officials, National Evaluation Service Committee(NER) — Report No. 240. 1.3. SUBMITTALS 1. Submit under provisions of Section 013323. 2. Product Data: Manufacturer's descriptive published product literature. 3. Evaluation Report: ICBO Evaluation Report with National Evaluation Service Report Number for treatment type and use. 1.4. QUALITY ASSURANCE 1. Plant Treatment Applicator Qualifications: Company specializing in work of this Section with minimum 3 years documented experience. Licensed by treatment manufacturer. 2. Stamp or label preservative treated wood with manufacturer's trademark, National Evaluation Report (NER) designation and AWPA Standard for treatment type and use. 1.5. REGULATORY REQUIREMENTS 1. Comply with requirements of Section 014500 including IBC Section 23 for preservative Park 77 Page 1 of 4 June 8, 2016 PRESERVATIVE TREATED WOOD SECTION 060720 1.6. COORDINATION 1. Comply with Section 013100 for coordination with work of other Sections. 2. Coordinate with work of other Sections to reduce corrosive effects on metal fasteners. Use hot-dipped zinc galvanized or stainless steel fasteners in preservative pressure treated wood. 3. Coordinate with plant to reduce field cutting preservative pressure treated wood. 2. PRODUCTS 2.1. MANUFACTURERS 1. Chemical Specialties, Inc (CSI), Tel. 1-800-421-8661, Fax (704) 527-8232, Email productinfo@chemspec.com (Home Office), Web Site http://www.treatedwood.com , specified for type and quality. 1. Concealed Wood: ACQ Preserve. 2. Wood Exposed to Weather: ACQ Preserve Plus. 2. Substitution Requests: Comply with provisions of Section 012513. 2.2. FACTORY PRESERVATIVE TREATED WOOD 1. Preservative Chemical Treatment: Comply with AWPA Standard C1 and P5 for treatment process. 2. Preservative Treatment for Above Ground Use: 1. Alkaline Copper Quat (ACQ) at 0.25 pound per cubic foot retention, conforming to AWPA C2, C9, or C15, as appropriate, and ICBO Evaluation Report 4981. 2. Treat wood in the following locations: 1. In contact with roofing, flashing, and waterproofing. 2. In contact with masonry or concrete. 3. Within 18 inches (450 mm)of grade. 4. Exposed to weather. 5. Other locations indicated. 3. Preservative Treatment for Ground Contact and Fresh Water Contact: 1. Alkaline Copper Quat (ACQ) at 0.40 pound per cubic foot retention, conforming to AWPA C2, C9, or C15 as appropriate and ICBO Evaluation Report 4981. 2. Treat wood in the following locations: 1. In contact with ground. 2. In contact with fresh water. 4. Kiln dry wood after treatment(KDAT): 1. Lumber: Maximum 19 percent moisture content. 2. Plywood: Maximum 18 percent moisture content. 2.3. SURFACE TREATMENT OF FIELD CUTS 1. Comply with AWPA M4 and manufacturer instructions. 2. Lumber: Treat wood with oil-soluble copper naphthenate based wood preservative, or as accepted by Architect. 3. EXECUTION 3.1. INSTALLATION OF PRESERVATIVE TREATED WOOD 1. Treat in accordance with AWPA, manufacturer's instructions, and provisions of Contract Documents. Where in conflict, verify with Architect before beginning work. Park 77 Page 2 of 4 June 8, 2016 PRESERVATIVE TREATED WOOD SECTION 060720 2. Install preservative treated wood wherein contact with concrete, and conditions subject to moisture, including at foundation sill plates, masonry, roofing, and wood in direct and continual contact with moisture and dampness. 3. Install under work of applicable Sections, including work of Section 061000. END OF SECTION 060720 Park 77 Page 3 of 4 June 8, 2016 THIS PAGE LEFT BLANK ROUGH CARPENTRY SECTION 061000 SECTION 061000- ROUGH CARPENTRY 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes: 1. Installation of wood lumber products for rough framing. 2. Hardware, building paper, and other accessories 2. Related Work: 1. Section 060710— Fire Retardant Treated Wood. 2. Section 060720— Preservative Treated Wood. 3. Section 061850— Structural Glued Laminated Timber 4. Section 061920—Wood Trusses. 5. Section 062000— Finish Carpentry 6. Section 064020— Interior Architectural Woodwork. 7. Section 108000—Toilet and Bath Accessories. 8. Section 109000— Miscellaneous Specialties. 9. Section 123000— Factory Built Casework. 1.3. SUBMITTALS 1. Submit under provisions of Section 01340. 2. Certifications: As specified under Quality Assurance,written on official letterhead, signed by officer with legal authority to represent organization or manufacturer offering certification. 1.4. QUALITY ASSURANCE 1. Evidence of Grade: 1. Rough Lumber: Stamp each piece of lumber and plywood with grademark and trademark of Association having jurisdiction. 2. In Lieu of Grade Stamping Exposed to View Lumber: Certify by manufacturer that products meet or exceed specified requirements. 2. Moisture Content: 1.Certify that lumber, surface either dry or surface green, contains no more than 19 percent moisture when delivered to Site. 2.Monitor moisture content of in-place wood and take remedial action to lower unacceptable moisture content under provisions of Division 1. 1.5. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Section 01600. 2. Store wood materials minimum 6 inch above ground on framework or blocking away from dirt and moisture, well ventilated, and covered with waterproof covering. 2. PRODUCTS Park 77 Page 1 of 5 June 8, 2016 ROUGH CARPENTRY SECTION 061000 2.1. LUMBER MATERIALS 1. Lumber, General: Manufacture lumber, S4S and grade-stamped,to comply with PS 20 and WCLIB Book 16. 1. Provide seasoned lumber with 19% moisture content at time of dressing and shipment, for sizes 2" or less in thickness. 2. For exposed lumber, apply grade stamps to ends or back of each piece or omit grade stamps entirely and issue certificate of grade compliance. 3. Dimension Lumber: Provide lumber of the following product classification in grade and species indicated: 1. See Structural Notes on Drawings. Dimensions specified for lumber nominal unless specifically noted otherwise. 2. Construction Panels: 1. Subflooring: APA RATED SHEATHING. See Structural Notes on drawings. 2. Wall Sheathing: 1. APA RATED SHEATHING. See Structural Notes on drawings. 3. Roof Sheathing: APA RATED SHEATHING. See Structural Notes on drawings. 4. Plywood Backing for Electrical and Telephone Equipment: APA C-D PLUGGED INT with exterior glue, fire retardant treated, 1/2" thick except as otherwise indicated. 5. Plywood Underlayment: APA Underlayment, Group 1, Exposure 1, exterior glue, thickness as noted on Drawings. 3. See Section 060720— Preservative Treated Wood. 2.2. GYPSUM SHEATHING: Refer to Section 092900 Gypsum Board for exterior gypsum sheathing. 2.3. AIR BARRIER(Exterior side of wall): Refer to Section 072500 Weather Barriers 2.4. AIR BARRIER TAPE: Refer to Section 072500 Weather Barriers 2.5. VAPOR BARRIER (Interior side of wall): Refer to Section 072100 Thermal Inslation. 2.6. ROUGH HARDWARE 1. Fasteners: Nails, spikes, screws, clips, bolts, and anchors required for installation of carpentry and millwork. 2. Sizes, Spacing, and Quantities: Conform to APA recommendations, IBC, and as indicated on Drawings. 3. FINISHES 1.Steel (Except Stainless): Hot-dip galvanize to ASTM A 123 or ASTM A 153: 1. Where in contact with concrete and masonry, 2. At exterior work, 3. At interior work subject to wetting, and 4. Where in contact with preservative treated wood 2.Electrolysis Protection: Coat hardware in contact with metals of dissimilar galvanic range. Use primer and body coats of asphaltic paint, or isolate with tape. Park 77 Page 2 of 5 June 8, 2016 ROUGH CARPENTRY SECTION 061000 2.7. POWDER DRIVEN FASTENERS: "Ramset", "Drive It" or as equal. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions ready to receive work of this Section. Do no work until correction of unsatisfactory conditions. 3.2. Install rough carpentry work to comply with the IBC, and with recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required levels and lines, members plumb and true and cut to fit. 3.3. Framing: 1. Typical wall stud framing shall be a maximum of 24" o.c. 3. All floor joist framing shall be a maximum of 16" o.c for wood subfloors of W or less in thickness. 4. Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite side will be exposed to view or receive finish materials. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. 5. Furnish and set all rough hardware, anchors, ties, and connections in accordance with drawings, specifications. code requirements and manufacturer's recommendations. 6. Operate powder driven fastenings to concrete or masonry in accordance with factory directions. 7. Fasten structural wood panel products as indicated on Drawings. 8. Space anchor bolts for plates as noted on drawings. 9. Firestop all stud walls at maximum vertical spacing of 10'-0"with nominal 2" solid blocking. 10. Provide firm 2x solid backing in studs and joists for cabinets,fixtures, racks, door stops, etc., supported on framing. Provide solid blocking a top and bottom of upper wall cabinets. 11. Provide full height solid 2x blocking in wall at operable partition and/or folding partition jambs. 12. Corner bracing (when indicated). Cut in between studs tight fit. 13. Use sufficient nails, spikes, screws and bolts to insure rigidity and permanence. Refer to nailing schedule. 14. Drive nails perpendicular to grain in lieu of toenailing, where feasible. 15. Set joist and rafters crown side up. Lap and spike together over bearings. Park 77 Page 3 of 5 June 8, 2016 ROUGH CARPENTRY SECTION 061000 16. Double joists under non-load bearing partitions parallel to joists. Space to provide clearance for pipes in double headers and trimmers. 18. Joist bridging: Solid blocking at supports and 1 x 4 cross bridging at equal spacing of not more than 8'-0" on center or per joist manufacturer, whichever is more stringent. 19. Double studs at wall openings, tripled at corners. Space studs to provide end nailing for sheathing. 20. Double plates at ceilings and heads of openings. 2-2 x 6 header over openings over 3 feet wide in non-load bearing walls. 21. Stagger ends of double plates, splice plates abutting at corners. 22. Rough carpentry, self fitting, nailed and drawn up tight. Cut out defects which render any piece unusable for purpose intended or discard piece. 23. Fur interior surface of exterior masonry and/or concrete walls as shown on drawings. CMU wall: Nail to metal wall plugs. Concrete wall: Secure with powder driven fasteners; or drill cores for molly type mushroom fasteners. Max. spacing, nails or fasteners- 2'-0". Block to true plane when drywall interior finish is to be used. 24. Provide wood grounds, strips and blocking, as indicated on drawings or required by conditions, of thickness and shape required for wood trim, base and to secure roofing and other work or equipment in place. Fasten wood grounds,furring and other engaging woodwork to wood, concrete, and masonry with approved types and sizes of nails, ties, or inserts spaced to provide rigid secure supports. 25. Provide temporary enclosure of doors and exterior openings when necessary to meet conditions specified, maintained in good repair, and removed when no longer needed. Protect door and window frames from traffic. 26. Carefully select all structural members. Select individual pieces so that knots and obvious defects will not interfere with making proper connections. Lumber may be rejected by the Architect, whether or not it has been installed,for excessive warp, twist, bow, or crook or for mildew, fungus, or mold as well as for improper cutting or fitting. 27. Cut out and discard all defects which render a piece unable to serve its intended function. 28. Install plywood sheathing with face grain perpendicular to supports and continuous over at least 1 support. Refer to Drawings for roof sheathing layout pattern, nailing and blocking. Center joints accurately over supports and nail into solid wood per nailing schedule. Protect all plywood from moisture by use of required waterproof covering until the plywood has in turn been covered by the next succeeding component or finish. 1. Inspect roof sheathing for"shiners"and remove same prior to roofing substrate inspection and roofing commencement. 3.4. NAILING SCHEDULE: Nailing typical unless more stringent requirements are shown on Drawings or in IBC Fastening Schedule (Table 2304.91). 1. Joists or rafters to sides of studs: 3-16d Add 1 16d for each 4" of depth over 8". 2. Joists or rafters at all bearings: Toe nails each side: 2-10d 3. Blocking between joists or rafters: Toe nails each side, each end. 1-16d 4. Cross bridging between joists or rafters: Toe nails each end: 2-8d 5. Plywood wall sheathing: As shown on the Drawings 6. Plywood wall sheathing: See Structural 1. At panel ends 6d @ 6" 2. At intermediate supports 6d @12" Park 77 Page 4 of 5 June 8, 2016 ROUGH CARPENTRY SECTION 061000 7. Double top plates: 1. Lower member to studs 2-16d 2. Upper member to lower, staggered 16d@12" 3. At intersection 3-16d 8. Blocking between studs: 1. End nail, each end 2-10d 2. Toenail each end 2-10d 9. Studs to bearings 2-10d 10. Nailing machines using full head nails only may be used 11. Exterior nailing: Galvanized casing nails only. 3.5. AIR BARRIER 1. Install air barrier over exterior sheathing in accordance with manufacturer's instructions. Refer to additional requirements specified by related Sections. 3.6. FIELD QUALITY CONTROL 1. Conform to testing requirements of Section 01400 and Owner requirements for testing moisture content of lumber and for shear wall nailing. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 PRE-FABRICATED WOOD TRUSSES 061760 SECTION 061760— PREFABRICATED WOOD TRUSSES 1. GENERAL 1.1. SUMMARY 1. This Section includes the following: 1. Wood roof trusses. 2. Wood girder trusses. 3. Wood truss bracing. 4. Metal truss accessories. 1.2. PERFORMANCE REQUIREMENTS 1. Structural Performance: Provide metal-plate-connected wood trusses capable of withstanding design loads within limits and under conditions indicated. See Structural Notes on Drawings. 1.3. SUBMITTALS 1. Product Data: For metal-plate connectors, metal truss accessories, and fasteners. 2. Shop Drawings: Show fabrication and installation details for trusses. 3. Show location, pitch, span, camber, configuration, and spacing for each type of truss required, and provide truss reactions. 4. Indicate sizes, stress grades, and species of lumber. 5. Indicate locations of permanent bracing required to prevent buckling of individual truss members due to design loads. 6. Indicate type, size, material, finish, design values, orientation, and location of metal connector plates. 7. Show splice details and bearing details. 8. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.4. QUALITY ASSURANCE 1. Metal Connector-Plate Manufacturer Qualifications: A manufacturer that is a member of TPI and that complies with quality-control procedures in TPI 1 for manufacture of connector plates. 1. Engineering Responsibility: Preparation of Shop Drawings and comprehensive engineering analysis by a qualified professional engineer. 2. Fabricator Qualifications: Shop that participates in a recognized quality-assurance program that complies with quality-control procedures in TPI 1 and that involves third-party inspection by an independent testing and inspecting agency acceptable to Architect, Owner and authorities having jurisdiction. 2. PRODUCTS 2.1. DIMENSION LUMBER 1. Provide dry lumber with 19 percent maximum moisture content at time of dressing. 2. Grade and Species: For truss chord and web members, provide dimension lumber of any species, graded visually or mechanically, and capable of supporting required loads without exceeding allowable design values according to AF&PA's "National Design Specifications for Wood Construction"and its "Supplement." 3. Permanent Bracing: Provide wood bracing that complies with requirements for miscellaneous lumber in Section 061000- Rough Carpentry. Park 77 Page 1 of 3 June 8. 2016 PRE-FABRICATED WOOD TRUSSES 061760 2.2. METAL PRODUCTS 1. Connector Plates: Fabricate connector plates to comply with TPI 1 from hot-dip galvanized steel sheet complying with ASTM A 653/A 653M; Structural Steel (SS), high-strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G60 coating designation; and not less than 0.036 inch thick. 2. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Alpine Engineered Products, Inc. 2. Cherokee Metal Products, Inc.; Masengill Machinery Company. 3. CompuTrus, Inc. 4. Eagle Metal Products. 5. Jager Building Systems, Inc. 6. MiTek Industries, Inc.; a subsidiary of Berkshire Hathaway Inc. 7. Robbins Engineering, Inc. 8. TEE-LOK Corporation; a subsidiary of Berkshire Hathaway Inc. 9. Truswal Systems Corporation. 3. Fasteners: Where trusses are exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. 1. Nails, Brads, and Staples: ASTM F 1667. 2. Power-Driven Fasteners: NES NER-272. 4. Metal Truss Accessories: Provide truss accessories made from hot-dip, zinc- coated steel sheet complying with ASTM A 653/A 653M, G60 (Z180) coating designation. 5. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Cleveland Steel Specialty Co. 2. Harlen Metal Products, Inc. 3. KC Metals Products, Inc. 4. Simpson Strong-Tie Co., Inc. 5. Southeastern Metals Manufacturing Co., Inc. 6. USP Structural Connectors. 2.3. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer,that meet or exceed those of products of manufacturers listed. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. 2.4. FABRICATION 1. Assemble truss members in design configuration indicated; use jigs or other means to ensure uniformity and accuracy of assembly with joints closely fitted to comply with tolerances in TPI 1. Position members to produce design camber indicated. 2. Fabricate wood trusses within manufacturing tolerances in TPI 1. 3. Connect truss members by metal connector plates located and securely embedded simultaneously in both sides of wood members by air or hydraulic press. Park 77 Page 2 of 3 June 8, 2016 PRE-FABRICATED WOOD TRUSSES 061760 3. EXECUTION 3.1. INSTALLATION 1. Install wood trusses only after supporting construction is in place and is braced and secured. 2. If trusses are delivered to Project site in more than one piece, assemble trusses before installing. 3. Hoist trusses in place by lifting equipment suited to sizes and types of trusses required, exercising care not to damage truss members or joints by out-of-plane bending or other causes. 4. Install and brace trusses according to TPI recommendations and as indicated. 5. Anchor trusses securely at bearing points; use metal truss tie-downs or floor truss hangers as applicable. Install fasteners through each fastener hole in truss accessories according to manufacturer's fastening schedules and written instructions. 6. Securely connect each truss ply required for forming built-up girder trusses. 7. Install and fasten permanent bracing during truss erection and before construction loads are applied. Anchor ends of permanent bracing where terminating at walls or beams. 8. Install wood trusses within installation tolerances in TPI 1. 9. Do not cut or remove truss members. 10. Replace wood trusses that are damaged or do not meet requirements. END OF SECTION 061760 Park 77 Page 3 of 3 June 8, 2016 STRUCTURAL GLUED-LAMINATED TIMBER SECTION 061850 SECTION 061850- STRUCTURAL GLUED-LAMINATED TIMBER 1. GENERAL 1.1. RELATED DOCUMENTS 1. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this section. 2. References and standards listed herein are to be the latest edition available, unless specifically stated otherwise. 3. Section 055000 for Rough Hardware 1.2. SUMMARY 1. This section includes the following: 1. Beams and Columns. 1.3. DEFINITIONS 1. Structural Glued-Laminated (Glulam)Timber: An engineered, stress-rated timber product assembled from selected and prepared wood laminations bonded together with adhesives with the grain of the laminations approximately parallel longitudinally. 1.4. PERFORMANCE REQUIREMENTS 1. Structural Performance of Structural Glulam Timber: Engineer,fabricate, and install structural glulam timber to withstand structural loads shown on drawings without exceeding the allowable design working stresses according to AITC 117--DESIGN. 1.5. SUBMITTALS 1. Product Data: For glulam timber and accessories. Include installation instructions and data on lumber, adhesives,fabrication,treatment, and protection. 2. Shop Drawings: Show layout of structural glulam timber system and full dimensions of each member. Indicate species and laminating combination, adhesive type, and other variables in required work. 1. Include large-scale details of connections. 3. Certificates of Conformance: Issued by a Qualified Inspection and Testing Agency indicating that glulam timbers comply with requirements of AITC A190.1. 4. Qualification Data: For firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. 1.6. QUALITY ASSURANCE 1. Manufacturer Qualifications: Provide factory-glued structural units produced by an AITC-licensed firm, with a minimum of 5 years experience. 2. Factory mark each piece of structural glulam timber with AITC Quality Mark. Place mark on surfaces that will not be exposed in completed work. 3. Quality Standard: Comply with AITC A190.1, "Structural Glued-Laminated Timber; "Product Standard PS56, "Structural Glued-Laminated Timber;" and AITC 117, Park 77 Page 1 of 3 June 8, 2016 STRUCTURAL GLUED-LAMINATED TIMBER SECTION 061850 "Standard Specifications for Structural Glued-Laminated Timber of Softwood Species." 1.7. DELIVERY, STORAGE, AND HANDLING 1. General: Comply with provisions of AITC 111, "Recommended Practice for Protection of Structural Glued-Laminated Timber During Transit, Storage, and Erection." 2. Use padded, nonmarring slings when handling architectural grade members. 3. Coordinate deliveries with the General Contractor's erection sequence. 4. Store on level surface. Members shall be supported with blocking so spaced as to provide uniform and adequate support. Members shall be blocked well off the ground at a well-drained location. 5. Do not overload the structure with stored units. 2. PRODUCTS 2.1. STRUCTURAL GLULAM TIMBER FRAMING 1. Species and Grades for Structural Glulam Timber: Provide glulam members that comply with "Performance Requirements" article and are made from the following species: 1. Species and Combination Symbol: As indicated on the Structural Drawings. 2. Adhesive: Wet use-type complying with ASTM D 2559. 3. End Sealer: Manufacturer's standard, transparent, colorless wood sealer that is effective in retarding the transmission of moisture at cross-grain cuts and is compatible with indicated finish. 4. Connectors,Anchors, and Accessories: Fabricate from structural steel shapes, plates, and bars complying with materials listed on the Structural Drawings. 2.2. FABRICATION 1. Shop fabricate for connections to greatest extent possible, including cutting to length and drilling bolt holes. 2. Camber: Fabricate horizontal and inclined members, units of less than 1:1 slope, with either circular or parabolic camber equal to 1/500 of span. 3. End Cut Sealing: Immediately after end cutting each member to final length and after wood treatment(if any), apply a saturation coat of end sealer to ends and other crosscut surfaces, keeping surfaces flood-coated for not less than 10 minutes. 4. Seal Coat: After fabricating and sanding each unit and end coat sealing, apply a heavy saturation coat of penetrating sealer on surfaces of each unit, except for treated wood where treatment included a water repellent. 3. EXECUTION 3.1. INSTALLATION 1. General: Erect structural glulam timber framing true and plumb, with uniform, close- fitting joints. Provide temporary bracing to maintain lines and levels until permanent supporting members are in place. Park 77 Page 2 of 3 June 8, 2016 STRUCTURAL GLUED-LAMINATED TIMBER SECTION 061850 2. Fit structural glulam timber framing by cutting and restoring exposed surfaces to match specified surfacing. Predrill for fasteners and assembly of units. 1. Use connectors as templates for drilling bolt holes. 2. Machine sand exposed surfaces to remove planing or surfacing marks, finishing with No. 120 grit sandpaper. 3. Coat crosscuts with end sealer. 4. Where treated members must be cut during erection, apply a field treatment preservative to comply with AWPA M4. 5. Cutting: Avoid extra cutting after fabrication. Where field fitting is unavoidable, comply with requirements for shop fabrication. 3.2. ADJUSTING AND CLEANING 1. Repair damaged surfaces and finishes after completing erection. Replace damaged structural glulam timber if repairs are not approved by Architect. 3.3. PROTECTION 1. Do not remove wrappings on individually wrapped members until they no longer serve a useful purpose, including protection from weather, soiling, and damage from work of other trades. 2. Coordinate wrapping removal with finishing work specified in Division 9. Retain wrapping where it can serve as a painting shield. END OF SECTION 061850 Park 77 Page 3 of 3 June 8, 2016 FINISH CARPENTRY SECTION 062000 SECTION 062000- FINISH CARPENTRY 1. GENERAL 1.1. SUMMARY 1. Section includes, but is not limited to: 1. Finish carpentry running trim, panels, and accessories (exterior and interior). 2. Medium density fiberboard. 3. Composite wood / plastic decking. 4. All accessories and attachments necessary to provide complete installation of the systems/ equipment included in this section. 2. Related Work includes, but is not limited to, installation of items in the following Sections: 1. Division 01 General Requirements 2. Section 033000 - Cast-In-Place Concrete 3. Section 034819 - Precast Concrete Stair Treads 4. Section 035412 -Gypsum Cement Underlayment 5. Section 055000 - Metal Fabrications 6. Section 055200 - Metal Railings 7. Section 061000 - Rough Carpentry 8. Section 072500 -Weather Barriers 9. Section 074646 - Fiber-Cement Siding 10. Section 076000 - Flashing and Sheet Metal 11. Section 078000 - Fire and Smoke Protection 12. Section 079000 -Joint Protection 13. Section 081100 - Metal Doors and Frames 14. Section 084200 - Entrances 15. Section 084313 -Aluminum-Framed Storefronts 16. Section 085300 - Plastic Windows 17. Section 087100 - Door Hardware 18. Section 092900 - Gypsum Board 19. Section 095600 - Resilient Flooring 20. Section 096800 - Carpeting 21. Section 099000 - Painting and Coating 22. Section 101100 -Visual Display Surfaces 23. Section 121000 -Window Blinds 24. Section 123200 - Manufactured Wood Casework 1.2. REFERENCES 1. AWI -Architectural Woodwork Institute (Architectural Woodwork Standards). SUBMITTALS 1.3. Show materials, profiles, dimensions, fastening methods,jointing details, and 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Shop Drawings: 1. Show materials, profiles, dimensions, fastening methods, jointing details, and adjacent materials. 2. Indicate field finish treatment under work of Section 099000 - Painting. 3. Product Data: Park 77 Page 1 of 5 June 8, 2016 FINISH CARPENTRY SECTION 062000 1. Include manufacturer's product brochures, specifications, characteristics, and limitations as necessary to show conformance with specified items. 2. Include data on fire retardant treatment on materials, where applicable. 4. Manufacturer's Instructions: Include installation instructions, rough-in dimensions, special procedures, and conditions requiring special attention. 1.4. QUALITY ASSURANCE 1. Quality Standards: Conform to AWI Architectural Woodwork Quality Standards, 7th Edition, for Custom Grade work. 1.5. QUALIFICATIONS 1. Manufacturer/Installer Qualifications: Architectural Woodwork Institute (AWI) Certified, except as otherwise accepted by Architect. 1.6. DELIVERY, STORAGE, AND HANDLING 1. Conform to requirements of Division 01 Product Requirements. 2. Store materials in ventilated, interior locations. Protect from excessive humidity. Maintain relative humidity of 25 percent to 55 percent before, during, and after installation. 3. Store plywood, fiberboard, particleboard, and other sheet products flat. Allow to stabilize before use. 4. Store finish hardware in room under lock and key. 5. Cover to protection against dirt and dust. 1.7. WARRANTY 1. Under the provisions of Division 01 Warranties and Bonds. 2. PRODUCTS 2.1. MATERIALS 1. Woodwork Assemblies, General: 1. Softwood Lumber: Comply with PS 20 and applicable grading rules of respective grading and inspecting agency for species and product indicated. Manufacture to sizes and patterns using kiln seasoned lumber. Use pieces made from solid lumber for transparent finished work, and glued-up or solid, at contractor's option, for painted work. 2. Transparent Finished Woodwork: AWI 100 Grade I material finish. 3. Opaque Finished Woodwork: AWI 100 Grade II material finish. 4. Moisture Content of Finish Woods: AWI 100-S-11. 1. Interior Use: Kiln dried or air dried from 5 to10 percent when delivered to site. 2. Exterior Use: Kiln dried or air dried from 9 to15 percent when delivered to site. 5. Finish Softwood Lumber Trim and Milled Sections for Transparent Finish: Douglas Fir, AWI Section 100 Grade I. Interior exposed surfaces to be smooth-sawn. 6. Finish Softwood and Hardwood Lumber and Milled Sections for Painted Finishes: AWI Grade II. 1. Douglas Fir or Hem Fir, WWPA 10.52 Prime Grade MG [or WWPA 10.12 C Select MG. 2. Idaho White Pine, WWPA 10.12 Choice MG. 3. Yellow Poplar. WWPA 10.12 C Select MG. For interior use only. 4. Interior exposed surfaces to be smooth-sawn. Park 77 Page 2 of 5 June 8, 2016 FINISH CARPENTRY SECTION 062000 7. Hardwood Lumber: Comply with referenced woodworking standard for quality of materials and fabrication and with requirements indicated. 1. Interior Standing and Running Trim for Transparent Finish: AWI Grade II. 2. Plain sawn Red Oak fabricated to pattern and size indicated on the Drawings and in the following grade: Custom. 2.2. MEDIUM DENSITY FIBERBOARD PANELS (MDF) 1. AWI 200, ANSI A208.2 Product Class MD, Industrial Grade, 40 to 50 pound density. 2. Moisture Content: 4 percent to 7 percent. 3. Formaldehyde Content: Manufactured with urea formaldehyde free binders and resin. Labeled by manufacturer as containing less than 0.005 parts per million as found occurring naturally in wood. 4. Manufacturers: Sierra Pine Ltd. (http://www.sierrapine.com), Medite, Formaldehyde Free. 5. Exposed Panels and Panel Cores: Medite, Medite II, Formaldehyde Free. Match exposed panels for color and uniform appearance, free from surface defects. 6. Fire Rated Panels and Panel Cores: Medite FR, Formaldehyde Free. UL 723, Class I Fire Rated, CAN/ULC-S102M Flame Spread of 25 or less and Smoke Developed 160 or less. Provide at fire-resistive assemblies in accordance with Code. 7. Moisture Resistant Countertop Core: Medite, Medex, Formaldehyde Free. ANSI A208.2, Product Class MD-EXTERIOR. Use as core for countertops subject to moisture conditions, such as those with sink cutouts. 2.3. COMPOSITE WOOD / PLASTIC DECKING 1. Manufacturers: 1. Trex Company, Inc., "Trex Composite Lumber", http://www.trex.com 2. Green Tree Composites, http://www.monarchdeck.com 2. Wood and plastic composite lumber product, made primarily from equal parts of reclaimed hardwood sawdust and reclaimed/recycled polyethylene plastic. 3. 5/4 x 6 nominal boards, color as selected from Manufacturer's standard colors. 4. Install per Manufacturer's written Installation Instructions. For installation over preservative pressure-treated wood joists see Section 060720. 2.4. FASTENERS AND ANCHORAGES: Provide nails, screws and other anchoring devices of type, size, material and finish suitable for intended use and required to provide secure attachment, concealed where possible. Hot-dip galvanize fasteners for work exposed to exterior and high humidity to comply with ASTM A 153. 2.5. ACCESSORIES AND HARDWARE 1. Glue for Woodwork: Water resistant, AWI Type I or Type II, designed for intended use. 2. Fasteners for Finish Carpentry: 1. Nails, spikes, screws, and bolts, designed for installation type. 2. Recessed finish head screws, finish nails, and casing nails for exposed work, except as otherwise indicated. 3. Washer Head Exposed Fasteners: Accepted: 1. Stainless steel screw with finish washer. 2. Integral stainless steel washer head screw. 3. Square drive or spanner head. 4. Size, length, and screw threads as suitable for secure penetration into solid bearing. Park 77 Page 3 of 5 June 8, 2016 FINISH CARPENTRY SECTION 062000 2.6. FABRICATION 1. Mill, grade, and fabricate to meet or exceed specified requirements. 2. Finish exposed surfaces to be smooth, free from tool and machine marks. 3. Use concealed fastenings wherever possible. 4. Kerf backs of wood members more than 5 inch wide or more than 3/4 inch thick. 5. Joints: Make tight and form to conceal or reduce exposed shrinkage. 2.7. FINISHES 1. Exposed and Semi-Exposed Hardwood Veneer: Transparent factory finish, AWI 1500, TR-4, Conversion Varnish, or TR-6 Catalyzed Polyurethane, Satin finish. 2. Where UV cured finishes are proposed, submit substitution request under provisions of Section 012513 with complete data showing equivalency to TR-6. 3. For field painted items, provide specified finish per Section 099000. 3. EXECUTION 3.1. EXAMINATION 1. Verify installation conditions as satisfactory to receive work of this Section. 2. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2. PREPARATION 1. Field Measurements: Take dimensions necessary before fabrication and installation. 2. Back prime work scheduled for painting before installation. 3. Protect surrounding areas or surfaces to preclude damage during installation. 3.3. INSTALLATION OF FINISH CARPENTRY 1. Conform to AWI Architectural Woodwork Quality Standards and manufacturer's instructions. 2. Space screws and nails at equal intervals at spacing to fasten permanently and securely in place. Set at least one fastener at each end and at center of each item. 3. Use finish nails or finish head screws at face of finished installations, except at installations specified for washer-head or other exposed fasteners. 1. Use blind fastening where indicated or practical. 2. Countersink nails and screws. 3. Fill recessed heads with wood putty. 4. Cut butt splices at 30 degree angles, and miter casings and moldings with tight joints. 5. Make members and lines level, plumb, and square to line with adjacent construction. 6. Select and cut material to exclude damaged, marked, or defective areas. 7. Ease exposed edges of finish work with minimum 1/8 inch radius. 3.4. FINISHING WOODWORK 1. Remove handling marks or effects of exposure to moisture with a complete, thorough, and final sanding of all surfaces. 1. Deep scratches shall be steamed out before sanding. 2. Ease sharp edges with light sanding as required so that all sanding inconsistencies and defects are removed before the finish is applied. Park 77 Page 4 of 5 June 8, 2016 FINISH CARPENTRY SECTION 062000 2. Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface, always sanding in the direction of the grain; except do not sand wood which is designed or designated to be left rough. 3. No coarse grained sandpaper mark, hammer mark, or other imperfection will be accepted. 4. Sand lightly between coats with an appropriate grit finishing paper to provide a smooth, scratch free finish. 5. Adjacent panels, pair of doors, etc. shall be finished together to achieve maximum uniformity of color. 6. Apply new priming and finish coats to all woodwork. 3.5. INSTALLATION OF WORK FROM OTHER SECTIONS 1. Install finished installations and items provided in other Sections but not normally installed under those Sections. 2. Conform to manufacturer's instructions using manufacturer's templates. 3.6. FIELD QUALITY CONTROL 1. Hardware Representatives: Inspect and adjust door closers and locksets at completion of work and prior to Owner occupancy. 3.7. ADJUSTING 1. Replace finish carpentry that is damaged or does not comply with requirements. 2. Finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence or repair or refinishing. 3. Adjust joinery for uniform appearance. 3.8. CLEANING 1. Leave clean, premises free of residue and debris resulting from of work of this Section. 3.9. PROTECTION 1. Protect exposed finishes and surfaces from construction damage. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 BITUMINOUS DAMPPROOFING SECTION 071113 SECTION 071113 - BITUMINOUS DAMPPROOFING 1. GENERAL 1.1. SUMMARY 1. Description of Work: Extent of work is shown on the Drawings. 2. Section Includes but is not limited to: 1. Dampproofing backsides (backfill side) of concrete or CMU retaining walls. 2. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 3. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000 -Cast-In-Place Concrete 3. Section 055000 - Metal Fabrications 4. Section 061000 - Rough Carpentry 5. Section 071300 - Sheet Waterproofing 6. Section 071900 -Water Repellants 7. Section 078000 - Fire and Smoke Protection 8. Section 079000 -Joint Protection 9. Division 21 Fire Suppression 10. Division 22 Plumbing 11. Division 23 Heating, Ventilating, and Air Conditioning 12. Division 26 Electrical 13. Division 27 Communications 14. Division 28 Electronic Safety and Security 15. Division 31 Earthwork 16. Division 32 Exterior Improvements 17. Division 33 Utilities 1.2. SUBMITTALS: 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Manufacturer's technical product data, installation instructions, and recommendations for each dampproofing material required. Include data substantiating that materials comply with requirements. 1.1. QUALIFICATIONS 1. Installer: Company specializing in work of this Section with minimum 5 years documented experience. 1.2. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Deliver insulation in manufacturer's original labeled packages. 3. Store materials in clean, dry place and handle to prevent tearing material. 1.3. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 1.4. JOB CONDITIONS: 1. Substrate: Proceed with dampproofing work section only after substrate construction and penetrating work has been completed. Park 77 Page 1 of 3 June 8, 2016 BITUMINOUS DAMPPROOFING SECTION 071113 2. Weather: Proceed with dampproofing work only when existing and forecasted weather conditions will permit work to be performed in accordance with manufacturer's recommendations. 3. Ventilation: Provide adequate ventilation to prevent accumulation of hazardous fumes during application of solvent-based components in enclosed spaces, and maintain ventilation until coatings have thoroughly cured. 1.3. WARRANTY 1. Provide in accordance with Division 01 Warranties and Bonds. 2. PRODUCTS 2.1. COLD-APPLIED ASPHALT EMULSION DAMPPROOFING: 1. Asphalt Emulsion: Manufacturer's standard asphalt emulsion, recommended for below-grade exterior and for above- grade interior applications to either damp (green) or dry substrates, compounded to penetrate substrate and build to moisture-resistant but breathing type of firm, elastic coating. 2. Provide semi-fibrated type semi-mastic asbestos-free emulsion; ASTM D 1227, Type II, except containing non-asbestos fibrous reinforcement and filler materials. 3. EXECUTION 3.1. INSTALLATION: Except as otherwise indicated, and whether or not shown on Drawings, apply dampproofing to: 1. Inside (backfill)face, below-grade surfaces of exterior concrete or CMU retaining walls. 2. Extend dampproofing from just below upper finished grade line, down backside of wall to top of footing. Extend 12" onto intersecting walls. Do not extend onto surfaces that will be exposed to view when project is completed. 3.2. Comply with manufacturer's instructions, except where more stringent requirements are shown or specified, and except where project conditions require extra precautions or provisions to ensure satisfactory performance of work. 3.3. Mask or otherwise protect adjoining work to prevent spillage or migration of dampproofing materials onto other surfaces of work. Do not allow dampproofing materials to enter drains or conductors. 3.4. Fill voids, seal joints, and apply bond breakers (if any) as recommended by prime materials manufacturer, with particular attention at construction joints. 3.5. Apply dampproofing compound to comply with indicated below for minimum rate of application and minimum uniform dry film thickness: 1. Brush/spray applied liquid emulsion: 2 gal./100 S.F.; min. 15 mils thick. 1.4. CLEANUP: 1. Clean-up: During the progress of the work, conform to provisions of Division 01 Project Closeout, keep the premises free from debris and waste resulting from work Park 77 Page 2 of 3 June 8, 2016 BITUMINOUS DAMPPROOFING SECTION 071113 of this Section. Upon completion of this Section remove all surplus materials and debris from the job-site. END OF SECTION Park 77 Page 3 of 3 June 8, 2016 SHEET WATERPROOFING SECTION 071300 SECTION 071300- SHEET WATERPROOFING 1. GENERAL 1.1. RELATED DOCUMENTS 1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2. SUMMARY 1. Description of Work: Extent of work is shown on the Drawings. 2. Section Includes but is not limited to: 1. Composite sheet and/or panel waterproofing. 2. All accessories and attachments necessary to provide complete installation of the systems/equipment included in this section. 3. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000- Cast-In-Place Concrete 3. Section 055000- Metal Fabrications 4. Section 061000- Rough Carpentry 5. Section 071113- Bituminous Dampproofing 6. Section 071900-Water Repellants 7. Section 072500-Weather Barriers 8. Section 076000- Flashing and Sheet Metal 9. Section 079000-Joint Protection 10. Division 21 Fire Suppression 11. Division 22 Plumbing 12. Division 23 Heating, Ventilating, and Air Conditioning 13. Division 26 Electrical 14. Division 27 Communications 15. Division 28 Electronic Safety and Security 16. Division 31 Earthwork 17. Division 32 Exterior Improvements 18. Division 33 Utilities 1.3. SUBMITTALS 1. Product Data: For each type of product indicated. Include product specifications and manufacturer's written installation instructions. 2. Shop Drawings: Show installation details for interface with other work. 3. Samples: For each of the following products, in sizes indicated: 1. Waterproofing: 6 inches (150 mm) square. 2. Flexible Flashing Membrane: 6 inches (150 mm) square. 3. Protection Board: 6 inches (150 mm) square. 4. Drainage Mat: 6 inches (150 mm) square. 4. Material Certificates: For each type of bentonite waterproofing, signed by manufacturers. 5. Warranty: Special warranty specified in this Section. Park 77 Page 1 of 5 June 8, 2016 SHEET WATERPROOFING SECTION 071300 1.4. QUALITY ASSURANCE 1. Source Limitations: Obtain waterproofing system through one source from a single manufacturer. Obtain accessory products used with waterproofing membrane from sources acceptable to waterproofing membrane manufacturer. 2. Pre-Installation Conference: Conduct conference at Project site to comply with requirements in Division 01 Project Meetings. 1.5. DELIVERY, STORAGE, AND HANDLING 1. Deliver materials to Project site in manufacturer's original unopened and undamaged containers. 2. Store materials in a dry, well-ventilated space. 3. Remove and replace bentonite materials that have been prematurely exposed to moisture. 1.6. PROJECT CONDITIONS 1. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit waterproofing to be installed according to manufacturers' written instructions and warranty requirements. 1. Do not apply waterproofing materials to surfaces where ice or frost is visible. Do not apply waterproofing materials in areas with standing water. 1.7. WARRANTY 1. Special Warranty: Manufacturer's standard form in which manufacturer and Installer agree to repair or replace components of bentonite waterproofing system that fail in materials or workmanship within specified warranty period. 2. Failures include, but are not limited to, the following: 1. Water penetrating the building or structure resulting from substrate cracking of up to 1/8 inch (3 mm). 2. Deteriorated or displaced waterproofing materials. 3. Warranty Period: Five years from date of Substantial Completion. 2. PRODUCTS 2.1. MANUFACTURERS 1. Products: Subject to compliance with requirements, provide products of one of the following Manufacturers: 1. Tremco (www.tremco.com) 2. Ten Cate Nicolon/MiraDRl 2.2. MATERIALS, GENERAL 1. Granular Bentonite: Sodium bentonite clay containing a minimum of 90 percent montmorillonite (hydrated aluminum silicate), with a minimum of 90 percent passing a No. 20 (0.85-mm) sieve. 2. Bentonite Mastic: Trowelable consistency, bentonite compound, specifically formulated for application at joints and penetrations. 3. Granular Bentonite Tubes: Manufacturer's standard 2-inch- (50-mm-) diameter, water-soluble tube containing approximately 1.5 lb/ft. (2.2 kg/m) of bentonite; hermetically sealed; designed specifically for placing on wall footings at line of joint with exterior base of wall. Park 77 Page 2 of 5 June 8, 2016 SHEET WATERPROOFING SECTION 071300 4. Preformed Waterstop: Flexible strip of bentonite waterproofing compound in cartridge or coil form; designed specifically for vertical and horizontal joints in concrete construction. 2.3. COMPOSITE SHEET 1. Tremco Paraseal "HDPE/Bentonite Sheet Membrane", 150 mils to 200 mils, composite sheet consisting of high density polyethelene (HDPE) and expandable Bentonite. 2.4. DRAINAGE PANELS 1. Molded-Sheet Drainage Panels: Prefabricated, composite drainage panels, manufactured with a permeable geotextile facing laminated to a molded-plastic, three-dimensional sheet drainage core. 1. Products: 1. Tremco TremDrain 1000 PF "Multi-Composite Drainage and Protection Board", polymeric film backing. 2. Ten Cate Nicolon/MiraDRl Moisture Protection Products, "MiraDRAIN 6000." 2.5. INSTALLATION ACCESSORIES 1. Provide accessories as required by Membrane Sheet and Drainage Panel Manufacturers. May include, but are not limited to the following: 2. Termination Bar: Extruded-aluminum or formed-stainless-steel bars with upper flange to receive sealant. 3. Plastic Protection Sheets: Polyethylene sheeting complying with ASTM D 4397; thickness as recommended in writing by waterproofing manufacturer to suit application but at least 6 mils (0.15 mm) thick. 4. Fasteners: Case-hardened nails or hardened-steel, powder-actuated fasteners. Depending on manufacturer's written requirements, provide 1/2- or 1-inch- (13- or 25-mm-) diameter washers under fastener heads. 5. Sealants: As recommended in writing by waterproofing manufacturer. Comply with requirements specified in Division 7 Section "Joint Sealants." 6. Tapes: As recommended in writing by waterproofing manufacturer for joints between sheets or panels. 7. Adhesive: Water-based adhesive used to secure membrane to both vertical and horizontal surfaces. 8. Waterstop: Tremco Superstop Waterstop, install 2" in from outer face of wall. 9. Cant: Tremco 1-1/2" continuous Paragranular Cant. 3. EXECUTION 3.1. EXAMINATION 1. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for substrate preparations affecting performance of bentonite waterproofing. 1. Do not proceed with installation until unsatisfactory conditions have been corrected. 2. Verify that substrate is complete and that all work that will penetrate waterproofing is complete and rigidly installed. Verify locations of waterproofing termination. Park 77 Page 3 of 5 June 8, 2016 SHEET WATERPROOFING SECTION 071300 3.2. PREPARATION 1. Coordinate work in the vicinity of waterproofing to ensure proper conditions for installing the waterproofing system and to prevent damage to waterproofing after installation. 2. Formed Concrete Surfaces: Remove fins and projections. Fill voids, rock pockets, form-tie holes, and other defects with bentonite mastic or cementitious patching material according to manufacturer's written instructions. 3. Horizontal Concrete Surfaces: Remove debris, standing water, oily substances, mud, and similar substances that could impair the bonding ability of concrete or the effectiveness of waterproofing. Fill voids, cracks greater than 1/8 inch (3 mm), honeycomb areas, and other defects with bentonite mastic or cementitious patching material according to manufacturer's written instructions. 4. Excavation Support and Protection or Stable Excavation: If water is seeping, use plastic sheets or other suitable means to prevent wetting the bentonite waterproofing. Fill minor gaps and spaces 1/8 inch (3 mm) wide or wider with wood, metal, concrete, or other appropriate filling material. Cover or fill large voids and crevices with cement mortar according to manufacturer's written instructions. 3.3. INSTALLATION, GENERAL 1. Install waterproofing and accessories according to manufacturer's written instructions, standard details, and recommended practices. 1. Apply linear joint-sealing tubes, bentonite mastic, or both at changes of plane, construction joints in substrate, projections, and penetrations. 2. Apply granular bentonite around penetrations in horizontal surfaces according to manufacturer's written instructions. 3. Static Construction Joints: Protect construction joints with bentonite preformed waterstop flexible strips. Either place concrete directly over flexible strips or press strips into preformed cavities. Comply with manufacturer's written instructions where joint waterproofing is not otherwise indicated. 4. Apply granular bentonite continuously at base of wall waterproofing (on footing, against wall) according to manufacturer's written instructions. 5. Protect waterproofing from damage and wetting before and during subsequent construction operations. Repair punctures, tears, and cuts according to manufacturer's written instructions. 6. Apply sealants to comply with requirements specified in Division 07 Section Joint Protection and with manufacturer's written instructions. 3.4. WATERPROOFING SHEET INSTALLATION 1. General: Install a continuous layer of waterproofing sheets with woven geotextile side directly against concrete to be waterproofed. Lap ends and edges a minimum of 12 inches (100 mm) on horizontal and vertical substrates. Stagger end joints between sheets a minimum of 24 inches (600 mm). Fasten seams by stapling to adjacent sheet or nailing to substrate. 2. CMU or Concrete Walls: Starting at bottom of wall, apply waterproofing sheets horizontally with primary backing side against wall. Secure with powder-actuated fasteners or case-hardened, steel-cap masonry nails; spaced according to manufacturer's written instructions. Extend to bottom of footing, grade beam, or wall and secure as recommended in writing by manufacturer. Park 77 Page 4 of 5 June 8, 2016 SHEET WATERPROOFING SECTION 071300 1. Termination at Grade: Extend waterproofing sheets to within 2 inches (50 mm) of finish grade, unless otherwise indicated. Secure top edge with termination bar. Apply sealant to top edge of termination bar. 2. Termination at bottom of Wall Footing: Extend waterproofing sheets to bottom of footing, unless otherwise indicated. Provide continuous drainage path between the Drainage Panels and the footing drain per drainage panel Manufacturer's recommendations. 1. Encapsulate the collector pipe (footing drain) in a bed of drainage rock surrounded by filter fabric. See Drawings for detail and extent. 3.5. FIELD QUALITY CONTROL 1. Inspection: Arrange for manufacturer's representative to inspect completed installation and provide written report that installation complies with manufacturer's written instructions. 1. Remove and replace applications of bentonite waterproofing where inspection indicates that it does not comply with specified requirements. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 WATER REPELLANTS SECTION 071900 SECTION 071900 —WATER REPELLANTS 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes but is not limited to: 1. Clear water-repellent sealers and anti-graffiti coatings for exterior unpainted masonry and concrete (site features and building components). 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000 —Cast-In-Place Concrete 3. Section 042200 —Concrete Unit Masonry 4. Section 055000 — Metal Fabrications 5. Section 061000 — Rough Carpentry 6. Section 071113 — Bituminous Dampproofing 7. Section 071300 —Sheet Waterproofing 8. Section 072500 —Weather Barriers 9. Section 074646 — Fiber-Cement Siding 10. Section 076000— Flashing and Sheet Metal 11. Section 079000—Joint Protection 12. Section 099000— Painting and Coating 13. Division 31 Earthwork 14. Division 32 Exterior Improvements 1.3. SYSTEM DESCRIPTION 1. Exterior: 1. Water-Repellant Sealers: Apply in areas out of reach of areas vulnerable to graffiti. 2. Anti-Graffiti Coatings: Apply up to 10 foot above grade at exterior areas subject to graffiti. 3. Do not apply anti-graffiti coatings over water-repellant sealers except as approved by Manufacturer. 4. Product Acceptance: No visible difference in appearance between treated wall surfaces where water-repellant sealers and anti-graffiti coatings meet. 1.4. PERFORMANCE REQUIREMENTS 1. Water Repellent Sealers: Vapor permeable, non-yellowing, deep penetrating, water repellant sealers, consisting of silane or siloxane chemical technology, to form hydrophobic structure in pores of concrete and masonry. 1. Resist intrusion of water, chlorine ions and other salts, deicer chemicals, and acids. 2. Permit vapor transmissions through masonry and concrete. 3. Leave no visible residue, surface film, color change, darkening, or sheen on treated concrete and masonry surfaces. 4. Use on all exposed concrete and masonry above 10'-0" above grade. 5. Not Accepted: Silicone, polymer, acrylic, latex, and other film forming water repellant coating technologies. 2. Anti-Graffiti Sealers: Non-yellowing, penetrating, weatherproof, anti-graffiti sealers, consisting of silane/siloxane or polycarbon/polycarbonate chemical technology, to form hydrophobic structure in pores of concrete and masonry. Park 77 Page 1 of 4 June 8, 2016 WATER REPELLANTS SECTION 071900 1. May be sacrificial or non-sacrificial type. Provide with manufacturer's approved graffiti removal agent. 2. Resist intrusion of water, chlorine ions and other salts, deicer chemicals, and acids. 3. Permit vapor transmissions through masonry and concrete. 4. Leave no visible residue, surface film, color change, darkening, or sheen on treated concrete and masonry surfaces. 5. Use on all exposed concrete and masonry (including keystone planters)from 0'-0" to 10'-0" above grade. 3. Volatile Organic Compound (VOC) Emissions: Conform to National Volatile Organic Compound Emission Standards for Architectural Coatings, EPA 40 CFR Part 59. 1. Water Repellant Coatings: Maximum 400 grams per liter. 2. Anti-Graffiti and Other Coatings: Maximum 600 grams per liter. 1.5. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Product description, limitations, cautionary procedures, chemical properties, percent solids, volatile organic compound (VOC) emissions, and flash point. 3. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring special attention. 4. Sample Warranty: Meet or exceed provisions specified by this Section. 1.6. QUALITY ASSURANCE 1. Supply products from single manufacturer or under responsibility and Warranty of single manufacturer. 2. Manufacturers and products are accepted based upon successful testing and mock- ups indicating compliance with provision of this Section including water-repellency, anti-graffiti properties, change in hue, shade, and sheen of coating system upon substrate, and accepted VOC emission levels. 3. Perform tests and inspections by manufacturer's authorized representative as necessary to determines coverage required by water-repellant sealers and anti-graffiti coatings before application, whether applied coverage was sufficient to seal against moisture intrusion, and to obtain specified Warranty. 1.7. QUALIFICATIONS 1. Manufacturer: 1. Company specializing in work of this Section with minimum 5 years documented experience. 2. Maintain locally available trained technical representative to perform tests, make evaluations, certify results, and as necessary to obtain specified Warranty. 2. Applicator: 1. Company specializing in work of this Section. 2. Able to show minimum 3 years documented experience. 3. Trained and certified by manufacturer as qualified to perform work of this Section. 1.8. REGULATORY REQUIREMENTS 1. Comply with Regulatory Requirements specified by Division 01 Quality Control. 2. Volatile Organic Compounds (VOC) Emissions: Federal Environmental Protection Agency (EPA) and State of Washington for maximum VOC emissions. 1.9. WARRANTY 1. Comply with Warranty provisions specified Division 01 Warranties and Bonds. Park 77 Page 2 of 4 June 8, 2016 WATER REPELLANTS SECTION 071900 2. Water-Repellant Coatings: Manufacturer minimum 5 year labor and material water repellent Warranty. No exclusions accepted for wind driven rain. 3. Anti-Graffiti Coatings: Manufacturer minimum 5 year Warranty that graffiti and other paint can be removed without harm to masonry and concrete substrates following manufacturer's instructions. 1.10. CLOSEOUT WARRANTIES 1. Submit under provisions of Division 01 Project Closeout. 2. Manufacturer's Certification: Certify that applications are in'accordance with these specifications. 3. Purchase Invoice: Show that amount of water repellant and anti-graffiti coating applied to wall surfaces conform to required coverage rates as determined from approved mock-up and manufacturer's field tests and instructions. 2. PRODUCTS 2.1. MANUFACTURERS 1. ProSoCo, Inc.: http://www.prosoco.com . 2. L&M Construction Chemicals: http://www.Imcc.com 3. ChemRex, Hydrozo: http://www.chemrex.com . 4. Degussa: http://www.sivento.com . 5. Pro-Seal Products, Inc.: http://www.proseaIproducts.com. 2.2. PRODUCTS 1. To demonstrate the properties and qualities of components requested, the following Pro-Seal products have been specified. Subject to compliance with requirements, products of other manufacturers listed above are approved. 1. Water Repellent Sealers: 1. Masonry: Pro-Seal "DP-36". 2. Concrete: Pro-Seal "Ultra Shield II-A" 2. Anti-Graffiti Sealers: 1. Masonry: Pro-Seal "Anti-Graf'. 2. Concrete: Pro-Seal "Anti-Graf'. 3. EXECUTION 3.1. EXAMINATION 1. Verify joint sealants installed and cured minimum 72 hours before proceeding with work. 2. Verify masonry and concrete surfaces clean, dry, and free of efflorescence, oil, dirt, and other conditions detrimental to application of water-repellant sealer and anti- graffiti coating. 3. Verify re-pointing of loose and disintegrating mortar and cracks repaired. 3.2. PREPARATION 1. Notify Manufacturer's representative at least 48 hours before application. Do not begin application until manufacturer's representative has approved proposed application and equipment. Park 77 Page 3 of 4 June 8, 2016 WATER REPELLANTS SECTION 071900 2. Scrub substrate, rinse with water, and let dry. Test for acceptable moisture content of substrate as instructed by manufacturer. 3. Cover and protect vegetation, glass, painted surfaces, vehicles, and other surfaces not designated to receive water repellant sealer system. Take measures to protect surfaces from spillage, blow-over, and over-spray. 3.3. APPLICATION 1. Mix and apply water repellant coatings and anti-graffiti coating in accordance with manufacturer's instructions and provisions as determined from accepted mock-up. 2. Apply water repellant sealers over exterior above grade unpainted masonry and concrete surfaces and interior unpainted masonry surfaces. 3. Apply at rate of coverage as determined by mock-up and testing for porosity of each substrate. Do not exceed coverage rates, except as determined to have no adverse affect on substrate appearance. 4. Apply water-repellant sealer at wall areas above graffiti and areas not subject to graffiti. 5. Apply anti-graffiti coatings at up to 10 foot above pedestrian areas at walls subject graffiti. 3.4. FIELD QUALITY CONTROL 1. Manufacturer: Perform tests by manufacturer's certified technical representative. 1. Determine coverage to make water-repellent surfaces using field testing and mock-up results. 2. Following application, perform moisture tests to verify water repellent sealer and anti-graffiti coating performance, as necessary to comply with Warranty requirements specified by this Section. 3.5. ADJUSTING 1. Reapply additional coatings where testing, logs, or invoices indicate insufficient coverage. 2. Repair or replace damaged surfaces caused from over-spray, blow-over, and spillage. 3.6. CLEANING 1. Promptly clean spillage, blow-over, and over-spray from glass, vegetation, paint, and other surfaces following manufacturer recommended cleaning methods. 2. Leave premises clean of debris and residue resulting from work of this Section. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 THERMAL INSULATION SECTION 072100 SECTION 072100-THERMAL INSULATION 1. GENERAL 1.1. SUMMARY 1. Section Includes but is not limited to: 1. Batt and blanket insulation. 2. Acoustical batt and blanket insulation. 3. Loose-fill insulation. 4. Rigid foam insulation board below grade and perimeter of underslab. 5. Refer to Section 075400 Thermoplastic Membrane Roofing for low-slope roof rigid insulation. 6. Vapor barrier assembly-continuous at interior side of walls, interior side of exposed floor/ ceiling assemblies and interior side of attics. 7. Accessories including hangers, sealing tape, and fasteners. 8. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 03 Concrete 2. Section 051200 -Structural Steel 3. Section 061000 - Rough Carpentry 4. Section 061760 - Prefabricated Wood Trusses 5. Section 061850 - Structural Glued-Laminated Timber 6. Section 071113 - Bituminous Dampproofing 7. Section 071300 Sheet Waterproofing 8. Section 078000 - Fire and Smoke Protection 9. Section 079000 - Joint Protection 10. Section 092900 - Gypsum Board 11. Division 21 Fire Suppression 12. Division 22 Plumbing 13. Division 23 Heating, Ventilating and Air Conditioning 14. Division 26 Electrical 15. Division 27 Communications 16. Division 28 Electronic Safety and Security 17. Division 31 Earthwork 18. Division 32 Exterior Improvements 19. Division 33 Utilities 1.2. REFERENCES 1. American Society for Testing and Materials (ASTM): 1. ASTM C 203 - Standard Test Methods for Breaking Load and Flexural Properties of Block-Type Thermal Insulation 2. ASTM C 272 - Test Method for Water Absorption of Core Materials for Structural Sandwich Construction. 3. ASTM C 518 - Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. 4. ASTM C 578 - Specifications for Rigid, Cellular Polystyrene Thermal Insulation. 5. ASTM C 665 - Standard Mineral Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. 6. ASTM D 1621 - Test Method for Compressive Properties of Rigid Cellular Plastics. 7. ASTM D 1622 - Test Method for Apparent Density of Rigid Cellular Plastics. 8. ASTM D 2126 - Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging. Park 77 Page 1 of 6 June 8, 2016 THERMAL INSULATION SECTION 072100 9. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. 10. ASTM E 96 - Standard Test Method for Water Vapor Transmission of Materials. 11. ASTM E 136 - Standard Test Method for Behavior of Materials in Vertical Tube Furnace at 750 degree F. 1.3. SYSTEM DESCRIPTION 1. The following product types are approved for use: 1. Thermal Insulation, Exterior Walls: 1. Fiberglass batt and blanket insulation. 2. Natural Cotton Fiber batt/blanket insulation. 2. Thermal Insulation, Roof/Ceiling Assemblies: 1. Fiberglass batt and blanket insulation. 2. Natural Cotton Fiber batt/blanket insulation. 3. Loose-Fill Insulation: 1. Fiberglass Loose-Fill Insulation. 2. Rock Wool Loose-Fill Insulation. 3. Thermal Insulation, Floor/Ceiling Assemblies: 1. Fiberglass batt and blanket insulation. 2. Natural Cotton Fiber batt/blanket insulation. 4. Thermal Insulation, Below Grade/ Perimeter of Underslab 1. Rigid foam insulation board, exterior grade. 5. Acoustical Insulation: 1. Fiberglass batt and blanket insulation used at acoustical interior partition walls and acoustical floor/ceiling assemblies. 2. Natural Cotton fiber batt/blanket insulation used at acoustical interior partition walls and acoustical floor/ceiling assemblies. 6. Fire-Safing Insulation: 1. Fire-rated rock wool mineral fiber insulation for use as fire-safing at voids and spaces not required to be fire stopped. 1.4. PERFORMANCE REQUIREMENTS 1. Thermal Performance: 1. Thermal Performance for Normal Density Fiberglass Batt and Blanket Insulation: 1. R-21 / R-22: 6-1/2 Inch Thick. 2. R-30: 9-1/2 Inch Thick. 3. R-38: 12 Inch Thick. 4. R-49 (achieve through combination of R-30 and R-19): 16-1/4 Inch Thick. 2. Thermal Performance for High Density Fiberglass Batt and Blanket Insulation: 1. R-21: 5-1/2 Inch Thick. 2. R-30: 8-1/4 Inch Thick. 3. R-38: 10-1/4 Inch Thick. 4. R-49 (achieve through combination of R-30 and R-21): 13-3/4 Inch Thick. 3. Thermal Performance for Natural Cotton Fiber Insulation 1. R-21: 5-1/2 Inch Thick. 2. R-30: 8 Inch Thick. 4. Thermal Performance for Loose-Fill Insulation 1. R-49: Manufacturer's tested thickness (19.1 inches thick), plus 4% (for settling). 5. Thermal Performance for Rigid Foam Insulation Board 1. R-10: 2 Inch Thick. 2. The Contractor is responsible for performing a Moisture Test prior to installation of insulation, vapor barrier assembly and gypsum board systems. Should the test result in Park 77 Page 2 of 6 June 8, 2016 THERMAL INSULATION SECTION 072100 unsatisfactory conditions, the Contractor will be required to post-pone installation of these systems and take measures necessary to dry-out the existing systems /facility. The Contractor shall be responsible for all necessary re-tests until satisfactory moisture conditions are met. The Contractor is financially responsible for securing a third party to perform such Moisture Test(s). 1.5. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: 1. Published R-Value for thickness of insulation, product characteristics, performance criteria, and limitations. Show conformance to specified requirements. 2. Sound Absorptive Coefficient for fiberglass sound blanket. 3. Accessories including insulation hangers, tapes, sealants and other specified items. 3. Manufacturer's Instructions: Indicate installation requirements, special procedures, and conditions requiring special attention. 4. Manufacturer's Sample Warranty: Meet or exceed provisions specified by this Section. 1.6. QUALIFICATIONS 1. Installer: Company specializing in work of this Section with minimum 3 years documented experience. 1.7. REGULATORY REQUIREMENTS 1. Conform to requirements of regulatory agencies specified by Section 01400. 1.8. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Deliver insulation in manufacturer's original labeled packages indicating R-Value, thickness, density, and blowing agent indicating no HCFC content. 3. Store materials in clean, dry place and handle to prevent tearing material. 4. Remove Plastic cover packaging from insulation to allow ventilation. Cover to protect from as necessary moisture and damage. 1.9. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 1.10. WARRANTY 1. Provide in accordance with Division 01 Warranties and Bonds. 2. Thermal Insulation Batt and Blanket: Manufacturer standard Warranty that thermal resistance value (R-Value) of installed insulation will not vary from published R-Value. 3. Acoustical Insulation Batt and Blanket: Manufacturer standard Warranty that thermal resistance value (R-Value) of installed insulation will not vary from published R-Value. 4. Thermal Loose-Fill Insulation: Manufacturer standard Warranty that thermal resistance value (R-Value) of installed insulation will not vary from published R-Value. 5. Expanded polystyrene (EPS) Insulation: Manufacturer standard 20-year Warranty that thermal resistance value (R-Value) of installed insulation will not vary from published R- Value. 2. PRODUCTS 2.1. MANUFACTURERS 1. Knauf Insulation (http://www.knauffinsulation.us). 2. Johns Manville (http://www.jm.com). Park 77 Page 3 of 6 June 8, 2016 THERMAL INSULATION SECTION 072100 3. Owens Corning (http://www.owenscorning.com). 4. Guardian Building Products (http://www.guardianfiberglass.com), 5. LAMTEC Corporation (http://www.lamtec.com). 6. Bonded Logic, Inc., "UltraTouch" Natural Cotton Fiber Insulation (http://www.bondedlogic.com). 7. Substitution Requests (or approved equal): Conform to provisions of Section 012513. 2.2. THERMAL INSULATION BATT AND BLANKET 1. Free of phenol, formaldehyde, acrylics and artificial colors. 2. Thermal Resistance Values: Conform to ASTM C 518. 3. Dimensional Stability: Linear shrinkage less than 0.1 percent. 4. Un-faced Fiberglass Insulation: ASTM C 665, Type I, Class A. To establish a standard of quality and features desired, the following has been selected: Knauf EcoBatt. 1. Surface Burning Characteristics: ASTM E 84. 1. Flamespread: Maximum 25. 2. Smoke Developed: Maximum 50. 2. Combustion Characteristics: Passes ASTM E 136, non-combustible. 5. Standard Foil-Faced Fiberglass Insulation: ASTM C 665, Type III, Class B. To establish a standard of quality and features desired, the following has been selected: Knauf EcoBatt. 1. Surface Burning Characteristics: ASTM E 84. 1. Flamespread: Maximum 75. 2. Smoke Developed: Maximum 150. 2. Perm Rating: Maximum 1.0, ASTM E 96. 6. Natural Cotton Fiber Insulation: ASTM C 518. 1. Surface Burning Characteristics: Class 1, ASTM E 84. 1. Flamespread: Maximum 25. 2. Smoke Developed: Maximum 50. 2. Fungi Resistance: Pass- No Growth, ASTM C 739. 3. Moisture Absorption: Pass - Less than 15%, ASTM C 739 2.3. ACOUSTICAL INSULATION BATT AND BLANKET 1. Un-faced, friction fit thermal batt insulation for sound insulation with tested NRC coefficient of 1.0 -1.2. Provide in thickness to fill full width of studs at partitions where otherwise indicated by Wall Type Schedule. 2. Insulation (in combination with framing and gypsum wall board) shall achieve the minimum STC Ratings shown on the Drawings. 2.4. THERMAL LOOSE-FILL INSULATION 1. Formaldeyde-free. 2. Fiberglass: ASTM C 764, Type I. To establish a standard of quality and features desired, the following has been selected: Johns Manville Climate Pro. 1. Surface Burning Characteristics: ASTM E 84. 1. Flamespread: Maximum 25. 2. Smoke Developed: Maximum 50. 2. Combustion Characteristics: Passes ASTM E 136. 3. Rock Wool: 1. Surface Burning Characteristics: ASTM E 84. 1. Flamespread: Zero (0). 2. Smoke Developed: Maximum 10. 2. Combustion Characteristics: Passes ASTM E 136, Type 1-Class A. 2.5. EXPANDED POLYSTYRENE (EPS) RIGID FOAM INSULATION BOARD 1. Insulfoam (http://www.insulfoam.com/), a Carlisle Company (or approved equal). Park 77 Page 4 of 6 June 8, 2016 THERMAL INSULATION SECTION 072100 2. Under-Slab and Below-Grade Insulation Systems: R-Tech Insulation, expanded polystyrene (EPS), closed-cell, conforming to ASTM C 578 HD-60. 1. Free of HCFC, dyes and formaldehyde. 2. Density: Minimum 3.3 pcf, tested to ASTM D 1622. 3. Thermal Resistance (R-Value): Minimum R-4.60 at 75 degree F, tested to ASTM D 518. 4. Compressive Strength: Minimum 60 psi, tested to ASTM D 1621. 5. Flexural Strength: Minimum 75.0 psi, tested to ASTM C 203. 6. Water Absorption: 0.1 percent by volume, tested to ASTM C 272. 7. Surface Burning Characteristics: UL File No. R14313 BRYX. 1. Flame Spread: Less than15. 2. Smoke Developed: less than 450. 2.6. ASPHALT-IMPREGNATED JOINT FILLER ("PREMOLD") 1. ASTM D1751, preformed, asphalt-Impregnated, cellulose fiber joint filler. 2.7. ACCESSORIES 1. Provide miscellaneous and accessory materials, furring strips, fasteners, adhesives, tools, and equipment as needed for completion of insulation work. 2. Construction Tape: 3M or BILD-R-TAPE, nominal 2 inch wide, waterproof, pressure sensitive, UV resistant sealing tape, specified for type and quality. 2.8. ACCESSORIES 1. Nails, and Staples: Electroplated steel wire of type and size to suit installation 2. Screws: Electroplated Type W for wood and Type S for metal, self-drilling or self-taping and as suitable for purpose. Provide neoprene or EPDM washers where indicated. 3. Insulation Holder Assembly: T-Foil, UL tested FS 25, Class I, polypropylene/scrim/kraft facing on exposed face. Provide as complete assembly as required to obtain fire- resistive rated system in accordance with manufacturer=s instructions. 4. Firestopping: Specified Section 078000. 5. Miscellaneous: Accessory materials, methods, tools, and equipment required for completion of insulation and vapor barrier work. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions ready to receive work of this Section. Do not begin work until unsatisfactory conditions are corrected. 2. Verify that substrate, adjacent materials are dry and ready to receive insulation. 3. Contractor to achieve satisfactory Moisture Test results prior to beginning installation of the Work of this Section. 3.2. INSTALLATION 1. Install in accordance with manufacturer's instructions and provisions of Contract Documents. Where in conflict, verify with Architect before beginning work. 2. Install insulation to provide continuity of insulating layer. Completely fill spaces within insulating cavity. Do not compress insulation. 3. Install insulation tightly around electrical outlets, switches, and other wall and ceiling penetrations. Seal joints. 3.3. WALL INSULATION INSTALLATION 1. Exterior Walls - Thermal Insulation: Un-faced batt insulation. Friction fit between stud framing. Park 77 Page 5 of 6 June 8, 2016 THERMAL INSULATION SECTION 072100 2. Interior Walls -Acoustical Insulation: Install friction fit un-faced batt insulation to completely fill width of stud and furring system space, except as otherwise indicated by Wall Type Schedule. 3. Supplementary Supports: When installed at walls in heights over 8 feet, or when recommended by manufacturer, provide supplementary support to hold un-faced friction fit insulation in place. 3.4. RIGID INSULATION BOARD UNDER PERIMETER SLAB-ON-GRADE AND AT INTERIOR SIDE OF FOUNDATION WALLS BELOW GRADE 1. Horizontal Material (Under Slab): Extruded Polystyrene (XPS) insulation. 2. Vertical Material (Between Slab and Foundation Wall): 1/2" Asphalt-impregnated Joint Filler. 3. Lay continuous 24"width of underslab insulation in place over prepared subgrade at perimeter foundations and tape joints prior to placing concrete slabs. See Drawings. 4. Extend interior foundation wall insulation from underside of perimeter slab to top of footing. 5. Adhere insulation to waterproofing using mastic or adhesives as instructed by manufacturer. 3.5. RIGID INSULATION BOARD AT EXTERIOR SIDE OF FOUNDATION WALLS BELOW GRADE 1. Material: Extruded Polystyrene (XPS) insulation. 2. Install over exterior face of below grade footings and foundation walls. 3. Extend from 2 inch below grade to top of footing. 3.6. CLEAN-UP 1. Clean-up: During the progress of the work, conform to provisions of Division 01 Project Closeout, keep the premises free from debris and waste resulting from work of this Section. Upon completion of this Section remove all surplus materials and debris from the job-site. END OF SECTION Park 77 Page 6 of 6 June 8, 2016 WEATHER RESISTIVE BARRIER/AIR BARRIER SECTION 07207 SECTION 072707 WEATHER RESISTIVE BARRIER/AIR BARRIER PART 1 - GENERAL 1.1 SECTION INCLUDES A. This section includes the following: 1. Vapor permeable flexible sheet Weather-resistive barriers intended for mechanical attachment located in the non-accessible part of the exterior wall. a. Weather-resistive barrier shall also perform as part of the building's air barrier system. 2. Materials to bridge and seal the following water and air leakage pathways and gaps: a. Terminations at top of wall. b. Terminations at the foundations. C. Openings and penetrations of window frames, storefront, curtain wall. d. Door frames. e. Piping, conduit, duct and similar penetrations. f. All other water leakage pathways in the exterior wall. g. Transitions to roof and foundation air barriers. B. Related Work in other Sections includes the following: 1. Section 014000 - Quality Requirements; coordination with Owner's independent testing and inspection agency. 2. Section 015000 - Temporary Facilities and Controls; requirement to schedule work to prevent sunlight and weather exposure of materials beyond limits established by manufacturer; requirement to protect materials from damage after installation and prior to installation of enclosing work. 3. Section 042000 — Unit Masonry; requirement that backup masonry joints are flush and completely filled with mortar and that excess mortar on brick ties will be removed; requirement for gap at deflection joints and fillers; coordination with sequencing of through-wall flashing. 4. Section 061600 — Sheathing; requirement that backup sheathing has been installed. 1.2 PERFORMANCE REQUIREMENTS Park 77 Page 1 of 7 June 8, 2016 WEATHER RESISTIVE BARRIER/AIR BARRIER SECTION 07207 A. Weather-Resistive Barrier: Vapor permeable flexible sheet Weather-resistive barriers are materials that are intended to perform as secondary weather barriers installed behind exterior claddings to provide a secondary line of defense to protect the exterior wall from bulk water that penetrates the exterior cladding. The Weather-resistive barrier is a drainage plane that assists in the management of bulk water. The weather- resistive barrier will also serve as a portion of the building's air barrier system, controlling and minimizing air leakage. B. The water vapor permeance shall be determined in accordance with ASTM E96 and shall be declared by the manufacturer. C. Air Permeance: Air permeance not to exceed 0.004 cubic feet per minute per square foot under a pressure differential of 1.57 pounds per square foot (0.004 cfm/ft2 @ 1.57 psf), [0.02 liters per square meter per second under a pressure differential of 75 Pa (0.02 L/(s•m2) @ 75 Pa)] when tested in accordance with ASTM E2178 (unmodified). D. Assembly Performance: Provide a continuous air barrier in the form of an assembly that has an air leakage not to exceed 0.04 cubic feet per minute per square foot under a pressure differential of 1.57 pounds per square foot (0.04 cfm/ft2 @ 1.57 psf) [0.2 liters per square meter per second under a pressure differential of 75 Pa (0.2 L/(s•m2) @ 75 Pa)] when tested in accordance with ASTM E2357. The assembly shall accommodate movements of building materials by providing expansion and control joints as required. Expansion / control joints, changes in substrate and perimeter conditions shall have appropriate accessory materials at such locations. 1. The air barrier assembly shall be capable of withstanding combined design wind, fan and stack pressures, both positive and negative on the envelope without damage or displacement, and shall transfer the load to the structure. 2. Materials of the air barrier assembly shall not displace adjacent materials in the assembly under full load. 3. The air barrier assembly shall be joined in an airtight and flexible manner to the air barrier materials of adjacent assemblies, allowing for the relative movement of assemblies due to thermal and moisture variations, creep, and anticipated seismic movement. E. Connections to Adjacent Materials: Provide connections to prevent water penetration and air leakage at the following locations: 1. Foundation and walls, including penetrations, ties and anchors. 2. Walls, windows, curtain walls, storefronts, louvers and doors. 3. Different wall assemblies and fixed openings within those assemblies. 4. Top of wall. 5. Construction, control and expansion joints. 6. Utility, pipe and duct penetrations. 7. All other potential water and air leakage pathways in the wall assemblies. Park 77 Page 2 of 7 June 8, 2016 WEATHER RESISTIVE BARRIER/AIR BARRIER SECTION 07207 1.3 SUBMITTALS A. Submittals: Submit in accordance with Division 1 requirements. B. Product Data: Submit manufacturer's product data, manufacturer's instructions for evaluating, preparing, and treating substrate, temperature and other limitations of installation conditions, technical data, and tested physical and performance properties. 1. Submit documentation from primary materials manufacturer indicating approval of products not manufactured by primary materials manufacturer. 2. Include statement that materials are compatible with adjacent materials proposed for use. 3. Submit letter from the sealant manufacturer indicating sealant adhesion to the Weather-resistant material meet the requirements of the project. C. Samples: Submit clearly labeled samples, three (3) inch by four (4) inch (75 mm by 100 mm) minimum size of each material specified. D. Compatibility: Submit letter from manufacturer stating that materials proposed for use are permanently chemically compatible and adhesively compatible with adjacent materials proposed for use. Submit letter from Manufacturer stating that cleaning materials used during installation are chemically compatible with adjacent materials proposed for use. E. Manufacturer: Obtain materials from a single Manufacturer regularly engaged in manufacturing specified vapor permeable flexible sheet Weather-resistive barriers. Obtain secondary materials from a source acceptable to the primary materials manufacturer. F. Preconstruction Meeting: Convene a minimum of two weeks prior to commencing Work of this Section. Agenda shall include, at a minimum, sequence of construction, coordination with wall preparation, Weather-resistive barrier materials approved for use, compatibility of materials, coordination with installation of adjacent and covering materials, and details of construction. Attendance is required by representatives of related trades including covering materials, substrate materials and adjacent materials. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original packages with seals unbroken, labeled with manufacturer's name, product, date of manufacture, and directions for storage. B. Store materials in their original undamaged packages in a clean, dry, protected location and within temperature range required by Weather-resistive barrier manufacturer. Protect stored materials from direct sunlight. Park 77 Page 3 of 7 June 8, 2016 WEATHER RESISTIVE BARRIER/AIR BARRIER SECTION 07207 C. Handle materials in accordance with Manufacturer's requirements. 1.5 PROJECT CONDITIONS A. Temperature: Install vapor permeable flexible sheet Weather-resistive barrier within range of ambient and substrate temperatures recommended by the manufacturer. Do not apply material to a damp or wet substrate. B. Field Conditions: Do not install Weather-resistive barrier in snow, rain, fog, or mist or when the temperature of substrate surfaces and surrounding air temperatures are below those recommended by the manufacturer. C. Sequencing. Do not install Weather-resistive barrier before the roof assembly has been sufficiently installed to prevent a buildup of water in the interior of the building. D. Compatibility. Do not allow Weather-resistive barrier to come in contact with chemically incompatible materials. E. Ultra-violet exposure. Do not expose the Weather-resistive barrier material to sunlight and other sources of ultra-violet light longer than recommended by the Manufacturer. 1.6 AIR BARRIER TESTING A. Air Barrier Assembly Testing: Contractor to provide setup, coordination, and sequencing assistance for owner-provided blower door testing, as required by Washington State Energy Code. Assume a single residential unit at each building. 1.7 WARRANTY A. Material Warranty: Provide Manufacturer's standard product warranty, for a minimum three (3) years from date of Substantial Completion. PART 2 - MATERIALS 2.1 FLEXIBLE SHEET WEATHER-RESISTIVE MATERIALS A. Weather-Resistive Barrier/Air Barrier: Subject to compliance with requirements, provide the following: 1. Material: Fortifiber Weather-Smart Commercial Wrap a. WEATHER-RESISTIVE BARRIER/AIR BARRIER MATERIAL PROPERTIES: Park 77 Page 4 of 7 June 8, 2016 WEATHER RESISTIVE BARRIER/AIR BARRIER SECTION 07207 i. Moisture vapor Transmission: 35 Grams minimum, per ASTM F1249. b. WEATHER-RESISTIVE BARRIER ACCESSORY MATERIALS: i. Sealing Tape: Manufacturer's recommended Tape ii. Fasteners: Wood Frame Construction: #4 nails with 1" plastic cap, 1" plastic cap staple with leg length sufficient to achieve 5/8" penetration iii. Self Adhered Membrane Flashing: Fortiflash 40, or approved. iv. Caulks and Sealants: as recommended by manufacturer PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions under which the Weather-resistive barrier will be installed, for compliance with requirements. 1. Verify that surfaces and conditions are suitable prior to commencing work of this section. Do not proceed with installation until unsatisfactory conditions have been corrected. 2. Verify substrate is visibly dry. 3. Ensure that the following conditions are met: a. Surfaces are sound, dry, even, and free of excess mortar or other contaminants b. Inspect concrete surfaces to be smooth without large voids or sharp protrusions. Inform General Contractor if substrates are not acceptable and need to be repaired by the concrete sub-trade. C. Inspect masonry joints to be reasonably flush and completely filled and ensure all excess mortar sitting on masonry ties has been removed. Inform General Contractor if masonry joints are not acceptable and need to be repaired by the mason sub-trade. 4. Notify Architect in writing of anticipated problems using Weather-Resistive Barriers over substrate prior to proceeding. 3.2 INSTALLATION 1. Attachment: Install Weather-resistive barrier to provide continuity throughout the exterior wall. Install materials in accordance with Manufacturer's requirements and the following Park 77 Page 5 of 7 June 8, 2016 WEATHER RESISTIVE BARRIER/AIR BARRIER SECTION 07207 2. Install Weather-Resistive Barrier over structural/non-structural sheathing board per manufacturer's instructions. 3. Ensure Weather-Resistive Barrier is plumb and level with foundation, and unroll, extending over window and door openings. Ensure Weather-Resistive Barrier material is applied over back edge of weep screed for proper water drainage. 4. When installing Weather-Resistive Barrier over structural sheathing, the fasteners must penetrate the sheathing a minimum of 1/2 inch (13 mm). Provide plastic cap nails with a 1 inch (25 mm) diameter cap. 5. Install with drainage plane positioned for proper draining. Install lower level Weather-Resistive Barrier material prior to upper layers of Weather-Resistive Barrier material to ensure proper shingling of layers. 6. Overlap at all corners of building by a minimum of 6 inches (150 mm). 7 Provide fasteners spaced per Manufacturer's installation requirements. 8. Tape all horizontal and vertical seams with manufacturer approved construction tape. 9. Seal all tears and cuts with manufacturer approved construction tape. 10. Prepare each window and door rough opening as recommended by the Barrier Manufacturer. Install window flashing materials as described in manufacturer's literature. 3.3 FIELD QUALITY CONTROL A. Owner's Inspection and Testing: Cooperate with Owner's testing agency. Allow access to work areas and staging. Notify Owner's testing agency in writing of schedule for Work of this Section to allow sufficient time for testing and inspection. Do not cover Work of this Section until testing and inspection is accepted. 3.4 PROTECTING AND CLEANING A. Protect Weather-resistive barriers from damage during installation and the remainder of the construction period, according to manufacturer's written instructions. 1. Coordinate with installation of materials which cover Weather-resistive barrier, to ensure exposure period does not exceed that recommended by the Weather- resistive barrier manufacturer. B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction and acceptable to the primary material manufacturer. Park 77 Page 6 of 7 June 8, 2016 WEATHER RESISTIVE BARRIER/AIR BARRIER SECTION 07207 END OF SECTION Park 77 Page 7 of 7 June 8, 2016 FIBERGLASS-REINFORCED ASPHALT SHINGLES SECTION 073113 SECTION 073113 — FIBERGLASS-REINFORCED ASPHALT SHINGLES 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. This Section includes but is not limited to the following: 1. Tabular fiberglass-reinforced asphalt roof shingles. 2. Fall restraint and fall arrest system (bidder designed fall protection and restraint anchorage system). 3. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Work: 1. Division 01 General Requirements 2. Section 055000 — Metal Fabrications 3. Section 061000 — Rough Carpentry 4. Section 062000 — Finish Carpentry 5. Section 072500 —Weather Barriers 6. Section 074646 — Fiber-Cement Siding 7. Section 076000 — Flashing and Sheet Metal 8. Section 077000 — Roof and Wall Specialties and Accessories 9. Section 078000 — Fire and Smoke Protection 10. Section 079000 —Joint Protection 11. Section 099000 — Painting and Coating 12. Division 22 Plumbing 13. Division 23 Heating, Ventilating, and Air Conditioning 1.3. SUBMITTALS 1. General: Submit the following according to Conditions of Contract and Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Include dimensions of individual components, profiles, textures, and colors. Product data for each type of product specified. Submit manufacturer's detailed technical project data, installation instructions and recommendations, including details of construction relative to materials, dimensions of individual components, profiles and finishes. 3. Shop Drawings: Show fabrication and installation of each roof accessory specified including fully dimensioned plans, elevations, sections, details of components, weatherproofing /waterproofing, and attachments to other units of Work. Also show layout, anchorage details, rough-in requirements and conditions on the roof or for other accessories. 4. Samples: Two full-size shingles showing the full range of variations expected in these characteristics. 1.4. QUALITY ASSURANCE 1. Identify each bundle of shingles with appropriate markings of applicable testing and inspecting agency. Park 77 Page 1 of 5 June 8, 2016 FIBERGLASS-REINFORCED ASPHALT SHINGLES SECTION 073113 2. Fire-Test-Response Classification: Provide shingles classified according to ASTM E 108 or UL 790 and listed by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 3. Wind-Resistance-Test Characteristics: Where wind-resistant shingles are indicated, provide products identical to those that have passed tests according to ASTM D 3161 or UL 997. 4. Comply with the following: NRCA "Roofing and Waterproofing Manual" details for installation of units 5. Pre installation Conference: Conduct conference at Project site. Comply with requirements in Division 01 Sections "Coordination" and "Project Meetings." Review methods and procedures related to roofing system including, but not limited to, the following: 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roof system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing including installers of roof accessories and roof-mounted equipment. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 5. Review structural loading limitations of floor deck during and after roofing. 6. Review base flashings, special flooring details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 7. Review governing regulations and requirements for insurance and certificated is applicable. 8. Review temporary protection requirements for roofing system during and after installation. 9. Review roof observation and repair procedures after roofing installation. 2. PRODUCTS 2.1. MANUFACTURERS: Subject to compliance with requirements, manufacturers offering asphalt shingles that may be incorporated in the Work include, but are not limited to, the following: 1. GAF- Elk "Royal Sovereign" or approved equal. 2. Celotex Corporation. 3. CertainTeed Corporation. 4. Bird, Inc. 5. Georgia-Pacific Corp. 6. Malarkey Roofing Co. 7. Owens-Corning Fiberglas Corp. 8. Pabco Roofing Products. Park 77 Page 2 of 5 June 8, 2016 FIBERGLASS-REINFORCED ASPHALT SHINGLES SECTION 073113 2.2. PRODUCTS: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: 1. Asphalt Shingles: Match colors, textures, and patterns indicated by referencing manufacturer's standard designations for these characteristics. 1. Square-Tab, Fiberglass Strip Shingles: Mineral-surfaced, self-sealing, 3-tab, fiberglass-based, strip shingles, complying with ASTM D 3018, Type I, and meeting the following requirements: 1. Physical Requirements: Meet the physical requirements of ASTM D 3462. 2. Wind Resistance: Passes the test requirements of ASTM D 3161. 3. Fire-Test-Response Classification: Class A. 4. Warranty Period: 25 years 2. Hip and Ridge Shingles: Job-fabricated or factory-precut units to match shingles. 2. Ridge Vents: Minimum 18.0 square-inches (0.125 square-feet) per linear feet of net free ventilating area. 1. Ridge Filter Shinglevent; Air Vent, Inc. 2. Ridge Filtervent; Air Vent, Inc. (for Class A). 3. Cobra Ridge Vent 2; GAF Building Materials Corporation. 4. Roll Vent; Obdyke: Benjamin Obdyke, Inc. 5. Trimline; Trimline Roof Ventilation Systems. 3. Headwall Vents: Minimum 8.5 square-inches (0.059 square-feet) per linear feet of net free ventilating area. 1. Cor-A-Vent (www.cor-a-vent.com, www.roof-2-wall.com), Roof-2-Wall Vent. 4. Sheet Metal Materials: Furnish the following sheet metal materials (and as shown in Drawings): 1. Galvanized-Steel Sheets: ASTM A 526, G 90 (ASTM A 526M, Z 275) hot-dip galvanized steel with coating designation according to ASTM A 525 (ASTM A 525M), mill phosphatized where indicated for painting; 0.0217 inch (0.55 mm) thick, unless otherwise indicated. 2. Metal Drip Edge: Brake-formed sheet metal with at least a 2-inch (50-mm) roof deck flange and a 1-1/2-inch (38-mm) fascia flange with a 3/8-inch (9.6-mm) drip at lower edge-and as shown in Drawings. Furnish in lengths of 8 or 10 feet (2.5 or 3 m). 1. Material: Prefinished galvanized-steel sheets. 3. Metal Flashing: Job-cut to sizes and configurations required. 1. Material: Prefinished galvanized-bonderized steel sheets. 5. Open-Valley Metal Flashing: Preformed, inverted "V" profile at center of valley and extending at least 9 inches (230 mm) in each direction from centerline of valley. 1. Material: Prefinished galvanized-steel sheets. 6. Vent Pipe Flashing: Lead conforming to ASTM B 749, Type L51121, at least 1/16 inch (1.6 mm) thick, unless otherwise indicated. 7. Roofing Underlayment: ASTM D 226 (No. 15) or ASTM D 4869, Type I or II, 36- inch wide, aspalt-satu rated organic felt; per Shingle Manufacturer's written installation instructions. 8. Self-Adhered Underlayment (Ice and Water Sheild): Minimum 40-mil. thick, self- adhering, polymer-modified, bituminous sheet membrane, complying with ASTM D 1970. Provide primer when recommended by underlayment manufacturer. 1. WinterGuard; CertainTeed Corporation. 2. Bituthene Ice and Water Shield; Grace, W.R. Grace & Co. 3. Northshield Ice and WaterGard; Nord Nitumi US, Inc. Park 77 Page 3 of 5 June 8, 2016 FIBERGLASS-REINFORCED ASPHALT SHINGLES SECTION 073113 9. Asphalt Plastic Cement: ASTM D 4586. 10. Roofing Nails: Aluminum or hot-dip galvanized steel conventional / barbed shank roofing nails of sufficient length to penetrate 3/4 inch (19 mm) into solid decking or at least 1/8 inch (3 mm) through plywood sheathing, and as recommended by the Manufacturer. 2.3. FALL RESTRAINT AND FALL ARREST SYSTEM 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Fall Arrest Anchors: 1. Guardian Fall Protections, Inc. (Ridge-It), http://www.guardianfall.com. 2. Or Approved Equal. 2. Bidder designed fall protection and restraint anchorage system that meets or exceeds both fall restraint and fall arrest requirements as set forth by the State of Washington Department of Labor and Industries, Division of Safety and Health and the State of Washington Administrative Code. 3. Anchor Types: 1. At gable roof areas without ridge venting: Model no. 00510 Double D-Ring strap anchors. Coordinate anchor installation with roof framing, roof manufacturer and installer for a weather tight installation. 2. At gable roof areas with ridge venting: Model no. 00500 Single D-Ring strap anchors. Coordinate anchor installation with roof framing, roof manufacturer and installer for a weather tight installation. 3. At roof-to-wall installations: Model no. 00500 Single D-Ring strap anchors. Coordiante anchor installation with roof and wall framing, roof and siding manufacturers, and installer for a weather tight installation. 3. EXECUTION 3.1. Examine substrate for compliance with requirements for conditions affecting performance of asphalt shingles. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2. Clean substrates of projections and cover knotholes or other minor voids in substrate with sheet metal flashing. 3.3. Coordinate installation with flashings and other adjoining work to ensure proper sequencing. 3.4. Installation: Comply with manufacturer's instructions and recommendations but not less than those recommended by ARMA's "Residential Asphalt Roofing Manual" or "The NRCA Steep Roofing Manual." 1. Valleys: Comply with ARMA and NRCA recommendations. Construct the following valleys: 1. Open-Valley Metal Flashing. 2. Flashing: Install metal flashing and trim according to details and recommendations of the "Asphalt Roofing" section of"The NRCA Steep Roofing Manual" and ARMA's "Residential Asphalt Roofing Manual." Park 77 Page 4 of 5 June 8, 2016 FIBERGLASS-REINFORCED ASPHALT SHINGLES SECTION 073113 3. Shingles: Install shingles, beginning at roof's lower edge, with a starter strip. Fasten shingles in the desired weather exposure pattern with number of fasteners per shingle as recommended by manufacturer. Cut and fit shingles at valleys, ridges, and edges to provide maximum weather protection. Provide same weather exposure at ridges as specified for roof. 4. Roof Anchors: Install per Manufacturer's written instructions, with all fasteners penetrating a truss or structural member. Location(s) as noted on the Drawings, or if not noted, no less than 20' o.c. 5. Ridge Vents: Install ridge vents according to manufacturer's instructions. 6. Roofing Underlayment: Apply two (2) layers of felt underlayment horizontally over entire surface to receive asphalt shingles, lapping succeeding courses a minimum of 4 inches, end laps a minimum of 4 inches, and hips and valleys a minimum of 6 inches. Fasten felt with sufficient number of roofing nails or noncorrosive staples to hold underlayment in place until asphalt shingle installation. 1. Application shall be in conformance with IBC Table 1507.2 or manufacturer's requirements, whichever is more restrictive. 2. Omit felt underlayment at areas of self-adhered underlayment (ice and water shield). Lap felt underlayment over self-adhered underlayment as recommneded by manufacturer but not less than 6 inches. 7. Self-Adhered Underlayment (Ice and Water Sheild): Apply self-adhered underlayment at eaves, rakes, valleys, hips and ridges. 1. At eaves apply at least 48 inches self-adhering underlayment from eave edge, or at least 24 inches inside the exterior wall line (whichever is greater). 2. At rakes apply at least 48 inches self-adhering underlayment from rake edge, or at least 24 inches inside the exterior wall line (whichever is greater). 3. At valleys, pitch breaks, hips and ridges, apply at least 36 inches (at each side of the break-in-plane) self-adhering underlayment in place of felt underlayment. 4. At 3:12 roof slopes, extend self-adhering underlayment 36 inches inside interior wall line. 5. At 2:12 roof slopes, provide self-aderhing underlayment over entire roof area, in lieu of roofing underlayment. 3.5. Replace damaged materials installed under this Section with new materials that meet specified requirements. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 FIBER-CEMENT SIDING SECTION 074646 SECTION 074646 - FIBER-CEMENT SIDING 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes but is not limited to: 1. Fiber cement horizontal lap siding. 2. Fiber cement vertical board and batten siding. 3. Fiber cement smooth wall siding. 4. Fiber cement ceiling systems. 5. Fiber cement soffit systems. 6. Fiber cement vented soffit systems. 7. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000 - Cast-In-Place Concrete 3. Section 055000- Metal Fabrications 4. Section 055200 - Metal Railings 5. Section 060720 - Preservative Treated Wood 6. Section 061000- Rough Carpentry 7. Section 062000- Finish Carpentry 8. Section 071113- Bituminous Dampproofing 9. Section 071300- Sheet Waterproofing 10. Section 071900-Water Repellants 11. Section 072500-Weather Barriers 12. Section 073113- Fiberglass-Reinforced Asphalt Shingles 13. Section 075400-Thermoplastic Membrane Roofing 14. Section 076000- Flashing and Sheet Metal 15. Section 077000- Roof and Wall Specialties and Accessories 16. Section 078000- Fire and Smoke Protection 17. Section 079000-Joint Protection 18. Section 092900- Gypsum Board 19. Section 099000- Painting and Coating 20. Section 101400- Signage 21. Division 21 Fire Suppression 22. Division 22 Plumbing 23. Division 23 Heating, Ventilating, and Air Conditioning 24. Division 26 Electrical 25. Division 27 Communications 26. Division 28 Electronic Safety and Security 1.1. Submittals: 1. Product Data: For each type of product specified. Include installation instructions and available profiles, textures, and colors. 2. Samples: Full-size units of each type of siding and trim indicated; for each color, texture, and pattern specified. 1.2. Quality Assurance.- Park 77 Page 1 of 4 June 8, 2016 FIBER-CEMENT SIDING SECTION 074646 1. Pre installation Conference: Conduct conference at Project site. Comply with requirements in Division 01 Sections "Coordination" and "Project Meetings." Review methods and procedures related to siding and flashing system including, but not limited to, the following: 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, siding and flashing Installer(s), weather barrier Installer, and installers whose work interfaces with or affects siding including installers of wall accessories and wall-mounted equipment. 2. Review methods and procedures related to siding and flashing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Examine substrate conditions and finishes for compliance with requirements, including flatness and fastening. 5. Review flashings, weather barrier systems, wall penetrations, and condition of other construction that will affect siding and flashing system. 6. Review governing regulations and requirements for insurance and certificated is applicable. 7. Review temporary protection requirements for siding and flashing system during and after installation. 8. Review siding observation and repair procedures after siding and flashing installation. 9. Warranty. 1.3. Deliver materials to Project site in manufacturer's unopened packages or bundles with labels intact. Store in a dry, well-ventilated, weathertight place. Comply with manufacturer's written instructions for storage, handling, and protection. 2. PRODUCTS 2.1. Fiber-Cement Siding: Siding made from fiber-cement board that does not contain asbestos fibers; complies with ASTM C 1186, Type A, Grade II; classifide as non- combustible when tested according to ASTM E 136; ASTM E 84 Flame Spread of 25 or less. 1. Manufacturers: 1. James Hardie, Inc. 2. Chemplank, Inc. 3. CertainTeed Corp. 4. GAF Materials Corp. 2. Horizontal Pattern: 1. Boards 7.25" wide in smooth style. 2. Texture: Smooth 3. Finish: Factory Primed for painting. 3. Vertical Pattern: 1. 5/16" thick x 48" wide panels with 2 '/2" wide x W thick fiber cement batten board at 12" o.c. 2. Texture: Smooth. 3. Finish: Factory primed for painting. 4. Smooth Walls / Column Wraps: 1. 5/16" thick x 48" wide panels. Park 77 Page 2 of 4 June 8, 2016 FIBER-CEMENT SIDING SECTION 074646 2. Texture: Smooth. 3. Finish: Factory primed for painting. 2.2. Fiber-Cement Soffits and Ceilings: Panels made from fiber-cement board that does not contain asbestos fibers; complies with ASTM C 1186, Type A, Grade II; classified as non-combustible when tested according to ASTM E 136; ASTM E 84 Flame Spread of 25 or less. 1. Manufacturers: Same as siding above. 2. Pattern: Width of sheets as necessary to accommodate location as shown in Drawings. 3. Soffits: Perforated unless otherwise indicated on the Drawings. 4. Ceilings: Unperforated unless otherwise indicated on the Drawings. 5. Texture: Smooth 6. Finish: Factory-primed for painting. 7. Fasteners into Wood: Hot-dip galvanized siding nails of sufficient length to penetrate a minimum of 1" into substrate. 2.3. Fiber Cement Batten Trim: Trim made from fiber-cement board that does not contain asbestos fibers; complies with ASTM C 1186, type A, Grade ll; classified as non- combustible when tested according to ASTM E 136; ASTM E 84 Flame Spread of 25 or less. 2.4. Siding Accessories: Provide starter strips, edge trim, vinyl H-mold at ceiling/soffit transitions, prefinished metal Z-flashing at wall conditions, window head flashing, door head flashing, corner cap, and other items as recommended by Manufacturer for building configuration; and to match type of siding. 3. EXECUTION 3.1. Surface Conditions 1. Inspection 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that siding may be installed in accordance with all pertinent codes and regulations, the original design, and the referenced standards. 2. Discrepancies 1. In the event of discrepancy, immediately notify the architect. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.2. Installation 1. Coordinate installation with flashings and other adjoining construction to ensure proper sequencing. 2. Provide a weathertight seal while allowing for normal expansion and contraction. 3. Building Paper: Lap weather resistive barrier a minimum of 6" horizontally and 6" vertically. Refer to Section 072500. 4. Install fiber-cement soffit, and trim in continuous lengths, minimizing seams. 5. Horizontal Lapped Siding — install per manufacturer's recommendations. 1. Install '/4" thick lath starter strip at the bottom course of a wall and above an opening. Park 77 Page 3 of 4 June 8, 2016 FIBER-CEMENT SIDING SECTION 074646 2. Install horizontally with 1-1/4" wide lap at top nail plank through the top edge of a single plank with 1-1/4" long corrosion-resistant ring-shank roofing nails into each wood framing member. Maintain the recommended lap and clearance dimensions. 3. Locate vertical butt joints over studs only. No off joint metal joiner may be used. Nail on each side of the joint. 6. Vertical Board and Batten Siding — install per manufacturer's recommendations. 1. Install vertically with 1-1/4" long corrosion-resistant ring-shank roofing nails into each wood framing member. Edge and field nail spacing per manufacturer recommendations. Maintain the recommended lap and clearance dimensions. 2. Locate vertical butt joints over studs only. No off joint metal joiner may be used. Nail on each side of the joint. All vertical panel edges / seams to fall under vertical batten board layout as shown on Drawings. 7. Soffits / Ceilings - install per manufacturer's recommendations. 1. Install soffit board with long panel dimension perpendicular to framing member. Fasteners are to be installed with a minimum 3/8" edge clearance and minimum 2" clearance from corners. Install with expressed joint, fully caulk joint. 2. Fastener—4d common 1-1/2" long at 8" O.C. Edge and field nail spacing per manufacturer recommendations. 8. Caulking — Refer to Section 079000. 1. All vertical joints and trim transitions are to be sealed with a paintable caulking material. 9. All fasteners are to be pre-drilled and hand-nailed or power drive fastener may be used with approval by the Architect prior to installation. 10. Cut fiber-cement material with a carbide or diamond saw blade and per manufacturer recommendations. 3.3. Cleaning and Protection 1. General — In addition to all other protection, protect all aluminum frames, glass, and thresholds and prevent their being damaged. Remove all masking products or protective coatings within two (2) weeks of siding completion. 2. Cleaning Up— Upon completion of this portion of the work, promptly inspect all adjacent surfaces and repair any damaged surfaces. 3. Clean finished surfaces according to siding Manufacturer's written instructions. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 FLASHING AND SHEET METAL SECTION 076000 SECTION 076000- FLASHING AND SHEET METAL 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. This Section includes but is not limited to the following: 1. Sheet steel and coil sheet metal flashings, copings, and trim. 2. Reglets and counter-flashings. 3. Continuous gutters and downspouts. 4. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 2. Related Work: 1. Division 01 General Requirements 2. Section 033000 -Cast-In-Place Concrete 3. Section 035412 - Gypsum Cement Underlayment 4. Section 055000- Metal Fabrications 5. Section 055200- Metal Railings 6. Section 060720- Preservative Treated Wood 7. Section 061000- Rough Carpentry 8. Section 062000- Finish Carpentry 9. Section 071113 - Bituminous Dampproofing 10. Section 071300- Sheet Waterproofing 11. Section 071900 -Water Repellants 12. Section 072500 -Weather Barriers 13. Section 073113 - Fiberglass-Reinforced Asphalt Shingles 14. Section 074646 - Fiber-Cement Siding 15. Section 075400 -Thermoplastic Membrane Roofing 16. Section 077000 - Roof and Wall Specialties and Accessories 17. Section 078000- Fire and Smoke Protection 18. Section 079000-Joint Protection 19. Section 081100- Metal Doors and Frames 20. Section 084200- Entrances 21. Section 084313 -Aluminum-Framed Storefronts 22. Section 085300- Plastic Windows 23. Section 087100- Door Hardware 24. Section 092900- Gypsum Board 25. Section 099000- Painting and Coating 26. Division 21 Fire Suppression 27. Division 22 Plumbing 28. Division 23 Heating, Ventilating, and Air Conditioning 29. Division 26 Electrical 30. Division 27 Communications 31. Division 28 Electronic Safety and Security 32. Division 32 Exterior Improvements 1.3. REFERENCES 1. American Architectural Manufacturer's Association (AAMA): AAMA 621 - High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) and Zinc-Aluminum Coated Steel Substrates. Park 77 Page 1 of 5 June 8, 2016 FLASHING AND SHEET METAL SECTION 076000 2. American Society for Testing and Materials (ASTM): 1. ASTM A 53 - Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless. 2. ASTM A 123 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. 3. ASTM A 792 - Specification for Steel Sheet, Aluminum-Zinc Alloy Coated by the Hot-Dip Process, General Requirements 4. ASTM B 32 - Specification for Solder Metal. 5. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos Free. 3. Sheet Metal and Air Conditioning National Association (SMACNA) - Architectural Sheet Metal Manual (current edition), Available Western Washington Sheet Metal Employers Association, Seattle, Washington. Tel. (206) 285-4144. 1.4. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Shop Drawings: Details and fabrications conforming to SMACNA and details shown on Drawings. 3. Sample Gutters: Minimum 8 inch length of specified gutter types including accessories and finishes. 4. Color Samples: Sheet metal samples, 3 by 5 inch, illustrating accepted colors and finishes. 1.5. WARRANTY 1. Comply with Warranty provisions of Division 01 Warranties and Bonds. 2. Fluoropolymer Coating Warranty: Manufacturer's 20 year Warranty against fading, color change, chalking, peeling, cracking, or delaminating. 3. Contractor: Provide 5 year material and labor weathertightness Warranty for work of this Section subject to conditions of ordinary wear and usage. 4. Gutters: 5 year weathertightness Warranty. 2. PRODUCTS 2.1. SHEET METAL 1. Steel Sheet and Coil: 24 gauge, ASTM A 792, Grade 40 (Minimum Fy = 40 ksi yield strength), Hot-Dipped Aluminum-Zinc Alloy Coating Designation AZ50 (55 percent aluminum-zinc alloy) coated both sides. 2. As shown in Drawings. 2.2. REGLETS AND COUNTERFLASHINGS 1. Manufacturers: 1. MM Systems (http://www.mmsystemscorp.com). 2. Fry Reglet (http://www.fryreglet.com), Springlok. 2. As shown in Drawings. 2.3. DOOR, WINDOW AND LOUVER PAN FLASHINGS & DRAIN SCREEN 1. As shown in Drawings. 2. Metal Sill Pan Flashing: Provide one-piece 22 ga. formed aluminum pan flashing, welded seams, and fabricated to provide a sill pan to collect water migration and drain to the exterior. Set in sealant. 3. Drain Screen: 1. Plastic drain screen, 4" min. high, 3/16" nominal thickness by Stuc-O-Flex (Waterway 9714 Rainscreen Drainage Mat). Park 77 Page 2 of 5 June 8, 2016 FLASHING AND SHEET METAL SECTION 076000 2. Plastic drain screen, 4" min. high, 0.39" thick, black "hardware net" by Landware. 2.4. GUTTERS 1. Continuous Gutters: 1. Free floating, 22 gauge pre-finished metal gutter on continuous 24 gauge cleat. 2. Field roll formed in continuous 50 foot lengths. 3. Suspended without penetrating gutter by gutter cleat system. 4. Secure back to roof with support straps at maximum 3 foot on center. 5. Prefinished sheet steel, matching flashing. 6. Elevate back edge at least 1 inch above front gutter rim. 7. Slope gutters a minimum of 1" in 40'-0" and a maximum of 2" in 40'-0". 2. Size & Style: +/- 6" wide x 5" deep, type Style B according to SMACNA's "Architectural Sheet Metal Manual" with separate hemmed eave metal backflange. 3. Color: To be selected by Owner or Architect from manufacturer's full range. 4. Accessories: Removable basket type strainer at each downspout head. 2.5. DOWNSPOUTS 1. Downspouts: 3" diameter round x 22 gauge pre-finished metal downspouts, unless noted otherwise. 2. Color: To be selected by Owner or Architect from manufacturer's full range. 3. Pre-finished sheet steel, matching gutter. 4. Formed elbows, matching gutter. 5. Wall brackets with anchors (same material and finish as downspouts). 6. Cleanouts: Schedule 40 PVC Tee Cleanout with threaded plug. Locate at bottom of each downspout, and as shown in Drawings. 7. Downspout Boots: Neoprene downspout coupler boot with stainless steel clamp. 2.6. FASTENERS 1. Exposed Fasteners: 1. Construction Fasteners, Inc., ZAC, No. 12 to 14 by 7/8 inch, self drilling, self tapping, non-corrosive. 2. Finish heads to match flashing coating. 3. Gasket with EPDM washers. 2. Concealed Sheet Metal Fasteners: No. 12 to 14, panhead, self drilling, self tapping, non-corrosive. 2.7. ACCESSORIES 1. Solder: ASTM B 32. 2. Plastic Cement: ASTM D 4586, Type I. 3. Joint Sealant: 1. Exposed to UV: Silicon, as specified Section 079000 Joint Protection. 2. Concealed from UV: Butyl type. 4. Asphalt Mastic: SSPC-Paint 12, solvent-type asphalt mastic, nominally free of sulfur and containing no asbestos fibers, compounded for 15-mil. dry film thickness per coat. 5. Mastic Sealant: Polyisobutylene; non-hardening, non-skinning, nondrying, non- migrating sealant. 6. Elastomeric Sealant: Generic type recommended by sheet metal manufacturer and fabricator of components being sealed and complying with requirements for joint sealants as specified in Section 079000 Joint Protection. 7. Adhesives: Type recommended by flashing sheet metal manufacturer for waterproof and weather-resistant seaming and adhesive application of flashing sheet metal. Park 77 Page 3 of 5 June 8, 2016 FLASHING AND SHEET METAL SECTION 076000 8. Paper Slip-Sheet: 5-lb/square red rosin, sized building paper conforming to FS UU-B- 790, Type 1, Style 1 b. 9. Polyethylene Underlayment: ASTM D 4397, minimum 6-mil. Thick black polyethylene film, resistant to decay when tested according to ASTM E 154. 2.8. FLASHING AND SHEET METAL FABRICATIONS 1. Conform to SMACNA Manual and provision of Contract Documents. For details not shown by SMACNA or Drawings, verify with Architect before beginning work. 2. Form true to shape, accurate in size, square, and free from distortion or defects. 3. Fabricate cleats and starter strips interlocking with sheet of same material as sheet. 4. Form pieces in longest practical lengths. 5. Do not exceed 40 foot intervals between expansion joints. 6. Hem exposed edges on underside 1/2 inch. Miter and seam corners. 7. Form connections with flat lock seams. 8. Solder and seal metal joints. After soldering, remove flux. Wipe and wash solder joints clean. 9. Fabricate corners from one piece with minimum 18 inch long legs. Seam for rigidity and seal with sealant. 10. Wrap and corners of flashings to maintain weatherseal. Open flashing ends not accepted. 2.9. FINISHES 1. Steel Sheet and Coil: AAMA 621, High Performance Organic Coating (Kynar 500). 2. Color: To be selected by Owner or Architect from manufacturer's full range. 3. EXECUTION 3.1. INSTALLATION 1. Conform to SMACNA and provisions of Contract Documents. 2. Install flashings and sheet metal fabrications as required for watertight installations. 3. Neatly form and finish joints and seams. Make lines, moldings, and edges sharp and true. Reinforce as required for stiffness. 4. Make surfaces free from waves and buckles. Build in expansion joints and make other provisions to allow for thermal expansion and contraction to prevent distortion and oil-canning. 5. End Laps and Side Laps: Minimum 4 inch overlap and as required to make watertight. 6. Use concealed fasteners, except as specifically indicated or accepted by Architect. 7. Slope copings and other horizontal installations for positive drainage to shed water. 8. Install joint sealants and backers as required to make weathertight in accordance with Section 079000. 9. Electrolytic Protection: Prevent galvanic action where dissimilar metals are in galvanic range of each other. Separate with tape, bituminous protective backing, 2 coats of bituminous paint, or other isolation methods. 10. Install continuous gutter cleats allowing free thermal expansion and contraction. 11. Install steel gutter spacer straps and gutter brackets not exceeding 3 foot on center spacing. 12. Insert downspouts into downspout outlets and sweat solder into place. 13. Flash and seal with joint sealer for watertight connections and joints. 14. Install expansion joints and covers at continuous gutters at 50 foot on center. Provide exposed splice plates and expansion joint covers. Park 77 Page 4 of 5 June 8, 2016 FLASHING AND SHEET METAL SECTION 076000 15. Support downspouts with downspout straps 8 to 10 foot on center, maximum, except not less than 2 per downspout. Space at even intervals. 16. Fit downspouts into at bell housing connection to tightline storm sewer system at ground. Hold downspouts clear 1 inch above bottom of bell housing to allow for thermal expansion. Do not connect downspout to foundation drainage system. 3.2. CLEANING 1. Remove and recycle excess material as required by the Construction Waste Management Plan under Specification Section 018113, to satisfy Section 6— Materials Beneficial to the Environment, criteria 6-3 Construction Waste Management of the Evergreen Sustainable Development Standard, Version 2.1. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 ROOF AND WALL SPECIALTIES AND ACCESSORIES SECTION 077000 SECTION 077000—ROOF AND WALL SPECIALTIES AND ACCESSORIES 1. GENERAL 1.1. SUMMARY 1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 2. Section Includes but is not limited to: 1. Provide all labor materials and equipment necessary for architectural metal louvers where shown on the Drawings and specified herein. Provide fixed, extruded-aluminum architectural metal louvers. 2. Refer to Division 23 for other mechanical louvers not included in this specification. 3. Refer to Section 074646 Fiber-Cement Siding for soffit ventilation. 4. Refer to Section 073113 Fiber-glass Reinforced Asphalt Shingles for ridge vents, headwall vents, and fall restraint and arrest tie-off anchors. 5. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 3. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 055000— Metal Fabrications 3. Section 061000— Rough Carpentry 4. Section 062000— Finish Carpentry 5. Section 071900—Water Repellants 6. Section 072500—Weather Barriers 7. Section 074646— Fiber-Cement Siding 8. Section 076000— Flashing and Sheet Metal 9. Section 079000—Joint Protection 10. Section 099000— Painting and Coating 11. Division 23 Heating, Ventilating, and Air Conditioning 1.2. DEFINITIONS 1. Louver Terminology: Definitions of terms for metal louvers contained in AMCA 501 apply to this Section unless otherwise defined in this Section or in referenced standards. 1.3. REFERENCE STANDARDS 1. AMCA 500 (Air Movement Control Association) - Test Method for Louvers, Dampers, and Shutters. 2. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate. 3. ASTM A526 - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Commercial Quality. 4. ASTM A527 - Sheet Steel, Zinc-Coated (Galvanized) by the Hot-Dip Process, Lock- Forming Quality. 5. ASTM B209 -Aluminum-Alloy Sheet and Plate. 6. ASTM B221 -Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes. 1.4. SYSTEM PERFORMANCE REQUIREMENTS 1. Structural Performance - Design, engineer, fabricate, and install exterior metal wall louvers to withstand the effects of loads and stresses from wind and normal thermal Park 77 Page 1 of 7 June 8, 2016 ROOF AND WALL SPECIALTIES AND ACCESSORIES SECTION 077000 movement, without evidencing permanent deformation of louver components including blades, frames, and supports; noise or metal fatigue caused by louver blade rattle or flutter; and permanent damage to fasteners and anchors: 1. Wind Load: Uniform pressures (velocity pressures) indicated on drawings, acting inwards or outwards, and capable of resisting a wind load of 20 lbs. per square foot. 2. Normal thermal movement is defined as that resulting from the following maximum change (range) in ambient temperature. Base design calculations on actual surface temperatures of metals due to both solar heat gain and nighttime sky heat loss. 1. Temperature Change (Range): 100 deg F (55.5 deg C). 2. Air Performance, Water Penetration, and Air Leakage Ratings: Provide louvers complying with performance requirements indicated as demonstrated by testing manufacturers stock units, of height and width indicated, according to Air Movement and Control Association (AMCA) Standard 500. 3. Airborne Sound Transmission Loss: Provide acoustical louvers complying with airborne sound transmission loss ratings indicated, as demonstrated by testing manufacturers stock units according to ASTM E90. 1.5. SUBMITTALS 1. General: Submit the following according to Conditions of Contract and Division 01 Specification Sections. 2. Product data for each type of product specified. Submit manufacturer's detailed technical project data, installation instructions and recommendations, including details of construction relative to materials, dimensions of individual components, profiles and finishes. 3. Shop Drawings of Louver Units and Accessories: Include plans, elevations, sections, and details showing profiles, angles, spacing of louver blades; unit dimensions related to wall openings and construction; free areas for each size indicated; and profiles of frames at jambs, heads and sills and attachment details. 1. Where installed products are indicated to comply with certain structural design loadings, include structural computations, material properties, and other information needed for structural analysis which has been prepared by, or under the supervision of a qualified professional engineer. 4. Samples for initial selection purposes in form of manufacturer's color charts showing full range of colors available for those units with factory-applied color finishes. 5. Samples for verification purposes of each type of metal finish required, prepared on 6-inch square metal samples of same thickness and alloy indicated for final unit of Work. Where finishes involve normal color and texture variations, include sample sets showing full range of variations expected. 6. Product test reports evidencing compliance of units with structural performance requirements indicated. 7. Product certificates signed by louver manufacturers certifying that their products which comply with Project requirements are licensed to bear AMC Seal based on tests made in accordance with AMC Standard 500 and complying with AMCA Certified Ratings Program. 8. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. 1.6. QUALITY ASSURANCE Park 77 Page 2 of 7 June 8, 2016 ROOF AND WALL SPECIALTIES AND ACCESSORIES SECTION 077000 1. Single Source Responsibility: Obtain louvers and vents from a single source where alike in one or more respect with regards to type, design, and factory-applied color finish. 2. Qualify welding processes and welding operators in accordance with D1.2 "Structural Welding Code—Aluminum" and D1.3 "Structural Welding Code - Sheet Steel". 1. Certify that each welding employed in unit of Work of this Section has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. 2. Testing for recertification is Contractor's responsibility. 3. SMACNA Standards: Comply with SMACNA "Architectural Sheet Metal Manual" recommendations for fabrication, construction details and installation procedures. 4. Workers: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the Work of this Section. 1.7. PROJECT CONDITIONS 1. Field Measurements: Check actual louver openings sizes and conditions by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of the Work. 1. Where field measurements cannot be made without delaying the Work, guarantee opening dimensions and proceed with fabrication of louvers and vents without field measurements. Coordinate wall construction to ensure that actual opening dimensions correspond to guaranteed dimensions. 1.8. COORDINATION (As Applicable) 1. Coordinate the work with installation of wood framing, and the related work listed under Subsection 1.1.3. 1.9. PRODUCT HANDLING 1. General: Comply with pertinent provisions of Division 01 Product Requirements. 2. Delivery: Deliver metal louver assemblies, frames, screens and fasteners in manufacturer's unopened containers with manufacturer's labels intact, legible and marked for locations to the job-site located where directed by the Architect/ Engineer. 3. Protection: Manufacturer shall adequately provide protections for all metal louvers, screens and metal framing against damage during shipping to the job-site, handling and installation operations. All work showing defects or damage of any kind will not be accepted. 1.10. WARRANTY 1. Required: Provide two-year warranty covering materials and installation of louver that they be watertight and weatherproof as per Division 01 Warranties and Bonds. 2. Manufacturer's Recommended Installation Procedures: When approved by the Architect/ Engineer, will become the basis for accepting or rejecting actual installation procedures used on the Work. 2. PRODUCTS Park 77 Page 3 of 7 June 8, 2016 ROOF AND WALL SPECIALTIES AND ACCESSORIES SECTION 077000 2.1. MANUFACTUERS (as Applicable) 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Louvers: 1. Airline Products Co. Div., Danzer Metal Works Co. 2. Airolite Co. 3. Airstream Products Div., Penn Ventilator Co., Inc. 4. American Warming and Ventilating, Inc. 5. Arrow United Industries 6. Construction Specialties, Inc. 7. Industrial Louvers, Inc. 8. Reliable Metal Products 9. Ruskin Mfg. Div., Phillips Industries, Inc. 10. GAF/ ELK Master Flow Gable Louvers 2. Metal Wall Vents: 1. Airline Products Co. Div., Danzer Metal Works Co. 2. Airolite Co. 3. Airstream Products Div., Penn Ventilator Co., Inc. 4. Arrow United Industries 5. Construction Specialties, Inc. 6. Industrial Louvers, Inc. 7. Riesner Vent Brick Corp. 8. Reliable Metal Products 9. Ruskin Mfg. Div., Phillips Industries, Inc. 10. Sunvent Industries, Sylro Sales Corp. 2.2. MATERIALS (As Applicable) 1. Galvanized Steel Sheet: ASTM A 526 or A 527, G90 zinc-coating, mill phosphatized, 14-gauge. 2. Aluminum Sheet: ASTM B 209, Alloy 3003 or 5005 with temper as required for forming, or as otherwise recommended by metal producer to produce required finish. 3. Aluminum Extrusions: ASTM B 221, Alloy 6063-T5 or T52. 4. Fasteners: Of same basic metal and alloy as fastened metal, unless otherwise indicated. Do not use metals which are corrosive or incompatible with materials joined. 1. Use types, gages, and lengths to suit unit installation conditions. 2. Use Phillips flat-head machine screws for exposed fasteners, unless otherwise indicated. 5. Anchors and Inserts: Of type, size, and material required for type of loading and installation indicated. Use nonferrous metal or hot-dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or expansion bolt devices for drilled-in-place anchors. 6. Bituminous Paint: SSPC-Paint 12 (cold-applied asphalt mastic). 7. Galvanizing Repair Paint: High zinc dust content paint for regalvanizing welds in galvanized steel, complying with SSPC-Paint-20. 8. Insect Screens: 2-inch No. 23-gauge galvanized steel wire screen cloth where louvers occur at exterior locations. 2.3. FABRICATION, GENERAL (As Applicable) Park 77 Page 4 of 7 June 8, 2016 ROOF AND WALL SPECIALTIES AND ACCESSORIES SECTION 077000 1. General: Fabricate louvers and vents to comply with requirements indicated for design, dimensions, materials,joinery, and performance. 2. Preassemble louvers in shop to minimize field splicing and assembly. Disassemble units as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. 3. Maintain equal louver blade spacing, including separation between blades and frames at head and sill, to produce uniform appearance. 4. Fabricate frames, including integral sills, to fit in openings of size indicated with allowances made for fabrication and installation tolerances of louvers, adjoining construction, and perimeter sealant joints. 5. Include supports, anchorages, and accessories required for complete assembly. 6. Provide vertical mullions of type and at spacings indicated but not further apart than recommended by manufacturer, or 72-inches o.c., whichever is less. At horizontal joints between louver units, provide horizontal mullions except where continuous vertical assemblies are indicated. 7. Provide sill extensions and loose sills made of same material as louvers, where indicated, or required for drainage to exterior and to prevent water penetrating to interior. 8. Join frame members to one another and to fixed louver blades as follows, unless otherwise indicated, or size of louver assembly makes bolted connections between frame members necessary: 1. With fillet welds, concealed from view. 2. With fillet welds, concealed from view; or mechanical fasteners; or a combination of these methods; as standard with louver manufacturer. 9. Insect screens to be secured to interior side of louver assemblies with stainless steel machine screw spaced at each corner and at intermediate locations noted on the approved Shop Drawings. 2.4. FIXED EXTRUDED ALUMINUM WALL LOUVERS 1. Horizontal Drainable Fixed Blade Louvers: Extruded aluminum frames and louver blades; designed to collect and drain water to exterior at sill by means of gutters in front edges of blades and of channels in jambs and mullions; complying with the following requirements. 1. Louver Depth: 4-inches, unless otherwise indicated. 2. Frame Thickness: 0.125-inch, unless otherwise indicated. 3. Louver Blade Thickness: 0.081-inch, unless otherwise indicated. 4. Louver Blade Thickness: 0.125-inch, unless otherwise indicated. 5. Louver Blade Thickness: As indicated. 6. Louver Blade Angle: 45 degrees, unless otherwise indicated. 7. Performance Requirements: As follows, determined by testing units 48-inches wide by 48-inches high per AMCA Standard 500: 1. Louver Free Area: Not less than 7.34 sq. ft. and as indicated in this specification and as shown in the Drawings. 2. Static Pressure Loss: Not more than 0.15-inch water gage at an airflow of 1000 fpm free area intake velocity. 3. Water Penetration: Not more than 0.02 oz. per sq. ft. of free area at an airflow of 1450 fpm free area velocity when tested for 15 minutes. 8. AMCA Seal: Mark units with AMCA Certified Ratings Seal. 2.5. LOUVER SCREENS 1. General: Provide louvers with screens at all locations. Park 77 Page 5 of 7 June 8, 2016 ROOF AND WALL SPECIALTIES AND ACCESSORIES SECTION 077000 2. General: Provide each exterior louver with louver screens complying with the following requirements: 1. Screen Location for Fixed Louvers: Interior face, unless otherwise indicated. 2. Screening Type: Bird screening, unless otherwise indicated. 3. Screening Type: Insect screening, unless otherwise indicated. 3. Secure screens to louver frames with stainless steel machine screws, spaced at each corner and at 12-inch o.c. between. 4. Louver Screen Frames: Fabricate screen frames with mitered corners to louver sizes indicated and to comply with the following requirements: 1. Metal: Same kind and form of metal as indicated for louver frames to which screens are attached. 2. Reinforce extruded aluminum screen frames at corners with clips. 3. Finish: Same finish as louver frames to which louver screens are attached. 4. Type: Rewireable frames with a driven spline or insert for securing screen mesh. 5. Type: Nonrewireable U-shaped frames for permanently securing screen mesh. 5. Louver Screening for Aluminum Louvers: Fit aluminum louver screen frames with screening covering louver openings and complying with the following requirements: 1. Bird Screening: 2-inch square mesh formed with 0.080-inch diameter aluminum wire. 2. Insect Screening: 118 x 16 mesh formed with 0.012-inch diameter aluminum wire. 2.6. FINISHES, GENERAL 1. Comply with NAAMM "Metal Finishes Manual'for recommendations relative to application and designations of finishes. 2. Finish louvers after assembly. 2.7. ALUMINUM FINISHES 1. Finish designations prefixed by "AA" conform to the system established by the Aluminum Association for designating aluminum finishes. 2. Class I Color Anodized Finish: AA-M12C22A42/A44 (Mechanical Finish: as fabricated, nonspecular; Chemical Finish: etched, Medium Matte; Anodic Coating: Class II Architectural, film thicker than 0.7 mil with integral color or electrolytically deposited color) complying with AAMA 606.1 or AAMA 608.1. 1. Color: To match adjacent wall color, unless otherwise noted in Drawings. 3. EXECUTION 3.1 PREPARATION 1. Coordinate setting drawings, diagrams, templates, instructions and directions for installation of anchorages which are to be embedded in metal framing or masonry construction. Coordinate delivery of such items to project site. 3.2 INSTALLATION 1. Locate and accurately install louver units plumb, level, and in proper alignment with adjacent work in accordance with approved shop drawings and "Installation Instructions"free from dents, buckles, dimples or other defects. 2. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. 3. Form closely fitted joints with exposed connections accurately located and secured. Park 77 Page 6 of 7 June 8, 2016 ROOF AND WALL SPECIALTIES AND ACCESSORIES SECTION 077000 4. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated. 5. Repair finishes damaged by cutting, welding, soldering, and grinding operations require for fitting and jointing. Restore finishes so there is no evidence of corrective work. Return items which cannot be refinished in field to the shop, make required alterations and refinish entire unit, or provide new units. 6. Protect galvanized and nonferrous metal surfaces from corrosion or galvanic action by application of a heavy coating of bituminous paint on surfaces, which will be in contact with metal framing, masonry, or dissimilar metals. 7. Install concealed gaskets, flashings,joint fillers, and insulation, as louver installation progresses where required to make louver joints weathertight. Comply with Section 079000 for sealants applied during installation of louver. 3.3 ADJUSTING AND PROTECTION 1. Protect louvers and vents from damage of any kind during construction period including use of temporary protective coverings where needed and approved by louver manufacturer. Remove protective covering at time of Substantial Completion. 2. Restore louvers and vents damaged during installation and construction period, so that no evidence remains of correction work. If results of restoration are unsuccessful, as judged by Architect/ Engineer, remove damaged units and replace with new units. 1. Clean and touch-up minor abrasions in finishes with air-dried coating that matches color and gloss of, and is compatible with, factory-applied finish coating. 3. Test operation of adjustable wall louvers and adjust as needed to produce fully functioning units which comply with requirements. 3.4 CLEANING 1. Periodically clean exposed surfaces of louvers and vents, which are not protected by temporary covering, to remove fingerprints and soil during construction period; do not let soil accumulate until final cleaning. 2. Before final inspection, clean exposed surfaces with water and with a mild soap or detergent not harmful to finishes. Rinse thoroughly and dry surface. Refer to Division 01 Project Closeout. 3. Upon completion of the installation of metal wall louvers, clean-up all waste materials and debris resulting from Work of this Section and dispose of such waste materials and debris off the job-site. Comply with applicable provisions of Division 01 Project Closeout. END OF SECTION Park 77 Page 7 of 7 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 5SECTION 078000- FIRE AND SMOKE PROTECTION 1. GENERAL 1.1. SUMMARY 1. Section Includes but is not limited to: 1. Firestopping systems designed and tested to maintain fire-resistive construction and assemblies in accordance with IBC 2009 Edition. 2. Smoke protection systems designed and tested to maintain smoke-resistive construction and assemblies in accordance with IBC 2009 Edition, Section 508.2.2.1 & Section 710. Separate Laundry Room 101 from the remainder of Building A by construction capable of resisting the passage of smoke. The smoke protection system shall extend from the floor to the underside of the sub- deck above. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000- Cast-In-Place Concrete 3. Section 035412- Gypsum Cement Underlayment 4. Section 055000- Metal Fabrications 5. Section 061000- Rough Carpentry 6. Section 072100-Thermal Insulation 7. Section 072500-Weather Barriers 8. Section 074646- Fiber-Cement Siding 9. Section 076000- Flashing and Sheet Metal 10. Section 079000-Joint Protection 11. Section 081100- Metal Doors and Frames 12. Section 083100-Access Doors and Panels 13. Section 085300- Plastic Windows 14. Section 092900-Gypsum Board 15. Division 21 Fire Suppression 16. Division 22 Plumbing 17. Division 23 Heating, Ventilating, and Air Conditioning 18. Division 26 Electrical 19. Division 27 Communications 20. Division 28 Electronic Safety and Security 1.2. REFERENCES 1. American Society for Testing and Materials (ASTM): 1. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. 2. ASTM E 119 - Standard Test Methods for Building Construction Systems. 3. ASTM E 814 - Standard Test Method for Fire Tests of Through Penetration Firestops. 4. ASTM E 1966 - Standard Test Method for Fire-Resistive Joint Systems. 2. Underwriters Laboratory (UL) - Fire Resistance Directory: 1. XHCR -Through Penetrating Devices. 2. BXUV - Fire Resistance Ratings. 3. XHEZ -Through Penetration Firestop Systems. 4. XHHW - Fill, Void, or Cavity Material. 5. XHKU - Forming Materials. 3. Underwriters Laboratory (UL): 1. UL 1479 - Fire Tests of Through-Penetration Firestops. 2. UL 2079 -Tests for Fire Resistance of Building Joint Systems [Being updated. Park 77 Page 1 of 8 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 1.3. DEFINITIONS 1. F Rating (Flame Rating): Defined by IBC Section 702.1 as time period that penetration firestop system limits passage of fire through penetration as tested in accordance with ASTM E 814 standard testing method. 2. T Rating (Temperature Rating): Defined by IBC Section 702.1 as the time period that penetration firestop system including penetrating item (such as pipe), limits maximum temperature rise to 325 degrees F (165 degrees C) above its initial temperature through penetration to non-fire side, as tested in accordance with ASTM E 814 standard testing method. 1.4. DESIGN REQUIREMENTS 1. Firestopping Systems: Tested systems as required to maintain fire-restive rated construction and occupancy separations at penetrations, construction joints, openings, and voids in conformance with IBC Chapter 7. 2. Construction Joints at Fire-Resistive Construction: Provide firestopping systems designed to maintain fire-resistive construction by resisting passage of fire and hot gas while accommodating cyclic movement of firestopping at construction joints in accordance with IBC Section 713. Include: 1. Floor-to-floor joint systems. 2. Wall-to-wall joint systems. 3. Floor-to-wall joint systems. 3. Cyclic Movement of Firestopping at Construction Joints: Conform to IBC Section 713, tested ASTM E 1966 / UL 2079 for 500 cycles at minimum rate of 10 cycles per minute. 4. Through-Penetration and Membrane Firestopping: 1. Provide firestopping to maintain fire-resistive construction at through- penetrations in accordance with IBC Chapter 7. 2. Conform to IBC Section 712 for firestopping with F (Flame) or T (Temperature) ratings as necessary to maintain fire-resistive rated construction and assemblies at through-penetration fire stops, tested in accordance with ASTM E 814 or UL 1479. 5. Walls and Partitions: Conform to IBC Chapter 7 as necessary to maintain fire- resistive ratings at through-penetrations, membrane penetrations, and construction joints. 6. Floor-Ceilings and Roof-Ceilings: Maintain fire-resistive ratings at openings, penetrations, and construction joints. Conform to IBC Chapter 7, including Section 711. 7. Smoke Protection Systems: Tested systems as required to maintain smoke-resistive construction at penetrations, construction joints, openings and voids in conformance with IBC Chapter 7, including Section 710. 1. Smoke Partitions to extend from top of the foundation to the underside of the sub-deck above. 2. Space around penetrating items and in joints shall be filled with an approved material to limit the free passage of smoke. 3. Space around a duct penetrating a smoke partition shall be filled with an approved material to limit the free passage of smoke. 4. Air transfer openings in smoke partitions shall be provided with a smoke damper complying with Section 716.2. 1.5. PERFORMANCE REQUIREMENTS 1. Intumescent Firestopping: Park 77 Page 2 of 8 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 1. Provide systems, including collars and putties, designed to expand, fill, and close off openings where penetrating materials are subject to combustion, melting, or deformation. 2. Provide at openings penetrated by plastic pipe, cable,jacketing, pipe insulation, and sheet metal ductwork as necessary to maintain F Ratings and T Ratings for fire-resistive construction. 2. Endothermic Firestopping: 1. Provide systems, such as sealants with mineral wool backing and cement mortars designed to absorb heat transfer. 2. Provide at openings penetrated by heat-transmitting, non-combustible materials, such steel, copper, and cast iron as necessary to maintain T Ratings for fire- resistive construction. 1. Include intumescent properties where applicable to meet additional requirements. 3. Joints and Penetrations Subject to Movement or Vibration: 1. Provide flexible sealant or moldable putty firestopping systems at permanent endothermic firestopping installations. 2. Provide collars or putties at intumescent installations. 3. Do not use cement mortar firestopping systems. 4. Cement Mortar Firestopping: May be used to reduce large opening areas where intumescent firestopping systems are required, or used as a single system where endothermic systems are required and where no vibration or movement of joints and penetrating materials occur. 5. Mortars and Sealants: Must not shrink, become brittle, crack, pull back from contact surfaces, or dissolve in water after curing. 6. Pillow Firestopping: 1. Definition: Dust free pillows, impervious to water, humidity, frost, and UV, containing intumescent firestopping material designed to fill large openings and penetrations. 2. May be used where wall opening area is not subject to permanent closure, such as where penetrating cables and pipes are subject to additions, removals, or replacement. 3. Do not use in finished room areas other than utility areas without prior approval from Architect. 7. Fire Blocks: 1. Definition: Ready-to-use, two component polyurethane foam intumescent flexible blocks designed to fill large openings and penetrations. Also suitable for some small openings. May be cut to size. 2. May be used where wall opening area is not subject to permanent closure, such as where penetrating cables and pipes are subject to additions, removals, or replacement. 3. Do not use in finished room areas other than utility areas without prior approval from Architect. 4. Cast-In-Firestopping Devices: Injection molded plastic insert with integral intumescent insert or collar designed for casting into concrete slabs at through- penetrations of pipes. Include plastic top and bottom closure caps. 8. Paintability: Provide paintable firestopping at exposed surfaces designated to receive paint, adhesive coatings, and other finish applications. Do not use silicon sealants. 9. Restoration Characteristics: Firestopping must be removable and repairable, allowing restoration of construction where penetration materials may be removed. 10. Hazardous Material Content: Free of asbestos, solvents containing high volatile organic compound (VOC) content, and other hazardous substances. Park 77 Page 3 of 8 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 11. Fire-Resistance Rating of Fire Stop Components: 1. Flame Spread Rating: Less than 20, tested ASTM E 84. 2. Must not contribute to combustion. 12. Smoke Protection Systems: Tested systems as required to maintain smoke-resistive construction at penetrations, construction joints, openings and voids in conformance with IBC Chapter 7, including Section 710. 1. Smoke barrier construction shall be constructed and sealed to limit leakage areas, and per the maximum allowable leakage area ratios described in IBC Chapter 9, Section 909.5. 2. Ducts and air transfer openings are required to be protected with a minimum Class II, 250 degree F smoke damper complying with Section 716. 13. Evergreen Sustainable Development Standard, Criteria 6-2 Low/No Voc adhesives and sealants: For interior applications use adhesives and sealants that comply with the following limits for VOC content: Adhesives must comply with SCAQMD Rule 1168. Sealants must comply with BAAQMD Regulation 8 Rule 51. VOC limits are summarized as follows: 1. Wood Glues: 30g/L 2. Metal to Metal Adhesives: 30 g/L 3. Adhesives for Porous Materials (Except Wood): 50 g/L. 4. Subfloor Adhesives: 50 g/L 5. Plastic Foam Adhesives: 50 g/L. 6. Carpet and Carpet Pad Adhesives: 50 g/L. 7. VCT, Asphalt Tile, and Cove Base Adhesives: 50 g/I. 8. Gypsum Board and Panel Adhesives: 50 g/L. 9. Rubber Floor Adhesives: 60 g/L. 10. Ceramic Tile Adhesives: 65 g/L. 11. Multipurpose Construction Adhesives: 70 g/L 12. Fiberglass Adhesives 80 g/L. 13. Structural Glazing Adhesives: 100 g/L. 14. Wood Flooring Adhesive: 100 g/I> 15. Contact Adhesive: 250 g/L 16. Plastic Cement Welding Compounds: 350 g/L. 17. ABS Welding Compounds: 400 g/L. 18. CPVC Welding Compounds: 490 g/L. 19. PVC Welding Compounds: 510 g/L. 20. Adhesive Primer for Plastic: 650 g/L. 21. Sealants: 250 g/L. 22. Sealant Primers for Nonporous Substrates: 250 g/L. 23. Sealant Primers for Porous Substrates: 775 g/L. 1.6. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Product description, including properties and limitations for each firestopping system. 3. Test Data: 1. Tested assembly conforming to ASTM E 814, UL 1479, UL 2079, UL Fire Resistance Directory Test, or comparable Warnock Hersey testing data for each firestopping system anticipated. 2. Include test for firestopping systems installed into construction joints and penetrations subject to cyclic or other independent movement. 4. Manufacturer's Certification: 1. Installer: Trained and certified by manufacturer as an approved installer. 2. Firestopping: Paintable at exposed surfaces to receive field applied finishes. Park 77 Page 4 of 8 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 3. Field Quality Control: Certify firestopping system installation complete and in accordance with manufacturer's instructions to conform to code requirements. 5. Manufacturer's Installation Instructions: Include procedures for each condition anticipated. 1.7. CLOSEOUT SUBMITTALS 1. Conform to Division 01 Project Closeout. 2. O & M Manuals: Complete firestopping details and instructions. Include listing, location, and test for each type of firestopping and smoke protection system condition on Project. 3. Instruction of Owner's Personnel: Instruct designated personnel in procedures required to maintain integrity of firestopping systems and fire-resistive rated construction and assemblies. 1.8. QUALITY ASSURANCE 1. Installer Single Source Firestopping Responsibility at Fire-Resistive Assemblies: 1. Construction Joint and Voids: Provide firestopping by or under direct responsibility of single subcontracting installer 2. Penetration Firestopping: Provide firestopping by or under direct responsibility of single subcontracting installer for mechanical, electrical, fire protection, and other through-penetration firestopping installers. 1.9. QUALIFICATIONS 1. Manufacturer: 1. Company specializing in manufacturing work of this Section. Able to document minimum 5 year continuous experience. 2. Providing tested firestopping systems conforming to requirements specified by this Section and IBC. 3. Maintain technical representatives available to perform inspection, testing, and other technical services to verify code compliant firestopping installations. 2. Installer: 1. Company specializing in work of this Section. 2. Able to install firestopping systems based on familiarity with IBC code requirements. 3. Minimum 3 successful documented projects installing firestopping systems of at least comparable scope and complexity as work of this Project. 4. Certified as trained and qualified to install manufacturer's firestopping systems prior to Bid, or accepted by Architect. 1.10. REGULATORY REQUIREMENTS 1. Conform to provisions of Division 01 Quality Control. 2. International Building Code (IBC), 2003 Edition. 1.11. PRE-INSTALLATION CONFERENCE 1. Arrange between Contractor, installing subcontractor, Owner, Architect, mfr.'s representative, and other affected parties before beginning work of this Section. 1.12. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Division 01 Quality Control and manufacturer's instructions for delivery, storage, and handling. 2. Deliver products in manufacturer's unopened, labeled containers or packaging. 1.13. COORDINATION, SCHEDULING, AND SEQUENCING 1. Conform to Division 01 Coordination for coordination with work of related Sections. Park 77 Page 5 of 8 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 2. Section 092900 for gypsum board wall systems. Sequence firestopping and smoke protection to precede gypsum board taping and finish systems such as painting. 3. Division 21, 22, 23, 26, 27 and 28 (Fire, Plumbing, Mechanical, Electrical, Communications, Security), and fire protection firestopping /smoke protection requirements for penetrations through fire-resistive and/or smoke-resistive construction. 2. PRODUCTS 2.1. MANUFACTURERS 1. Following manufacturer's products conforming to specified requirements are accepted for work of this Section. 2. Specified Technologies, Inc. (STI): http://www.stifirestor).com 3. 3M Fire Protection Products: http://www.3m.com/firestop. 4. Hilti Fire Stop Systems: http://www.us.hilti.com. 5. Grace Construction Products, Grace Flamesafe (Formerly IPC): http://www.graceconstruction.com. 6. Johns Manville: http://www.0m.com/commercial/com fire.html . 7. Nelson Firestop Products: http://www.nelsonfirestop.com. 8. Rectorseal Corporation, Metacaulk/ Bio Fireshield: http://www.rectorseal.com / http://www.biofireshield.com . 9. Tremco, Fire Stopping Systems: http://www.tremcosealants.com . 10. Substitution Requests: Submit for approval under provisions of Section 012513. 2.2. FIRESTOPPING MATERIALS 1. Provide materials as necessary to provide firestopping of penetrations,joints, and openings in fire-resistive construction, assemblies, and occupancy separations, in accordance to manufacturer's instructions and to conform to Regulatory Requirements. 2. Include mortars, sealants, putties, collars, wrap strips, pillows, and accessories as applicable to complete firestopping system. 3. Firestopping Warning Label: Minimum 3 inch by 5 inch label. Red color or with red colored type. Adhesive backed or other means for permanent attachment. "WARNING"written in bold type. Identify or include spaces for following information: 1. Name of manufacturer. 2. Name of installer. 3. Date firestopping was installed. 4. Firestopping Assembly Reference Number included in O&M Manual specified Section 017000. 5. Firestopping UL number or manufacturer's engineered design number. 6. F Rating and T Rating. 2.3. SMOKE PROTECTION MATERIALS 1. Provide materials as necessary to provide smokestopping of penetrations,joints, and openings in smoke-resistive construction and assemblies, in accordance to manufacturer's instructions and to conform to Regulatory Requirements. 2. Include mortars, sealants, putties, collars, wrap strips, pillows, and accessories as applicable to complete smokestopping system. Park 77 Page 6 of 8 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 3. Smokestopping Warning Label: Minimum 3 inch by 5 inch label. Red color or with red colored type. Adhesive backed or other means for permanent attachment. "WARNING" written in bold type. Identify or include spaces for following information: 1. Name of manufacturer. 2. Name of installer. 3. Date firestopping was installed. 4. Smoke Protection Assembly Reference Number included in O&M Manual specified Section 017000. 5. Smoke Protection UL number or manufacturer's engineered design number. 6. Smoke Protection Rating. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions as satisfactory to receive work of this Section. 3.2. PREPARATION 1. Provide coverings, masking, and other means as necessary to limit contact of firestopping and smoke protection materials to those materials and penetrations designated or required by Code for firestopping and smoke protection. Prevent firestopping and smoke protection material from contacting or adhering to finish materials and surfaces not to receive firestopping and smoke protection. 2. Remove dirt, loose materials, oil, grease, bond breakers, and other materials that may interfere with firestopping and smoke protection adhesion and performance. 3. Apply primers and other materials and methods as instructed by manufacturer to achieve bonding of firestopping and smoke protection materials and to hold securely and permanently in place. 3.3. INSTALLATION 1. Conform to manufacturer's instructions for tested firestopping and smoke protection installations as required to maintain fire-resistive assemblies conforming to IBC and other Regulatory Requirements. 2. Install designed and tested firestopping and smoke protection systems as required to prevent passage of flames, hot gases, excessive heat and smoke from passing through openings, penetrations, and joints. 3. Maintain fire-resistive construction and assemblies in accordance with provisions of this Section and IBC Chapter 7. 1. Provide firestopping systems at ducts, pipes, conduit, sleeves penetrating fire- resistive construction. 2. Provide firestopping systems at construction joints, voids and other openings at fire-resistive construction. 4. Maintain smoke-protected construction and assemblies in accordance with provision of this Section and IBC Chapter 9. 1. Provide smoke protection systems at ducts, pipes, conduit, and sleeves penetrating smoke-protected construction. 2. Provide smoke protection systems at construction joints, voids and other openings at smoke-protected construction. 3.4. FIELD QUALITY CONTROL 1. Manufacturer's Field Service: Perform inspection and testing during installation. Make Inspections and tests confirming at completion of work that installations conform to manufacturer's instructions and IBC requirements. Park 77 Page 7 of 8 June 8, 2016 FIRE AND SMOKE PROTECTION SECTION 078000 2. Firestopping Warning Labels: Install labels with information for identifying firestopping as specified in this Section. Locate at firestopped openings and penetrations, except at finished surfaces, exposed to view. 3. Smoke Protection Warning Labels: Install labels with information for identifying smoke protection as specified in this Section. Locate at smoke-protected openings and penetrations, except at finished surfaces, exposed to view. 3.5. ADJUSTING 1. Repair or replace defective installations not conforming to specified requirements, manufacturer's instructions, and IBC provisions. 2. Remove firestopping and smoke protection systems that sag, crack, do not adhere to substrate, do not accept paint at exposed finishes, and otherwise do not conform to specified requirements. Replace with new, conforming tested firestopping and smoke protection systems. 3.6. CLEANING 1. Leave installations clean and premises free from residue and debris from work of this Section. END OF SECTION Park 77 Page 8 of 8 June 8, 2016 JOINT PROTECTION SECTION 079000 SECTION 07900-JOINT PROTECTION 1. GENERAL 1.1. SUMMARY 1. Section Includes but is not limited to: 1. Joint sealants and backer material. 2. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Division 03 Concrete 3. Division 04 Masonry 4. Division 05 Metals 5. Division 06 Wood, Plastics and Composites 6. Division 07 Thermal and Moisture Protection 7. Division 08 Openings 8. Division 09 Finishes 9. Division 10 Specialties 10. Division 11 Equipment 11. Division 12 Furnishings 12. Division 21 Fire Suppression 13. Division 22 Plumbing 14. Division 23 Heating, Ventilating and Air Conditioning 15. Division 26 Electrical 16. Division 27 Communications 17. Division 28 Electronic Safety and Security 18. Division 31 Earthwork 19. Division 32 Exterior Improvements 20. Division 33 Utilities 1.2. REFERENCES 1. Reference Standards: Current edition at date of Bid. 2. American Society for Testing and Materials (ASTM): 1. ASTM C 719 - Standard Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement (Hockman Cycle) 2. ASTM C 790 - Recommended Practices for Use of Latex Sealing Compounds. 3. ASTM C 804 - Recommended Practices for Use of Solvent-Release Type Sealants. 4. ASTM C 834 - Specification for Latex Sealing Compounds. 5. ASTM C 920 - Specification for Elastomeric Joint Sealants. 3. Sealant, Waterproofing & Restoration Institute (SWRI), Tel. (816)472-7979. Fax: (816)472-7765, Email info@swrionline.org Web Site http://www.swrionline.org 1.3. SYSTEM DESCRIPTION 1. Joint sealant systems installed with pressure gun backed by backer rod or precompressed foam backer. 2. Sealing of vertical and horizontal construction joints, making air and water tight. 1.4. PERFORMANCE REQUIREMENTS 1. Provide exterior envelope air sealing as required to conform to a minimum of 15% above the Washington State Energy Code (WSEC)for multi-family units, to meet the requirements set forth in Section 5- Energy Efficiency, criteria 5-1 Efficient Energy Park 77 Page 1 of 6 June 8, 2016 JOINT PROTECTION SECTION 079000 Use, New Construction of the Evergreen Sustainable Development Standard, Version 2.1. This criteria is defined by the prescriptive approach, Climate Zone 1, Evergreen Criteria Table 6-1 in Appendix A of the Evergreen Sustainable Development Standard. 1.5. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Joint sealant and backer material types, chemical characteristics, performance criteria, limitations, and color availability. 3. Color Samples: 1. Manufacturer's standard selection: Submit on joint sealer material. Reproductions not accepted. 4. Manufacturer's Certification: Written certification, signed by authorized manufacturer's representative. Indicate that exterior joint sealants have been reviewed by manufacturer and are suitable for intended use and conditions of use. 5. Manufacturer's Instructions: Include installation requirements, limitations, compatible materials, and joint types suitable for each product. 6. Sample Warranty: Meet or exceed provisions specified by this Section. 1.6. QUALITY ASSURANCE 1. Installer Qualifications: Company specializing in work of this Section with minimum 5 years continuous documented experience for commercial quality joint sealant work comparable to Project scope. 2. Manufacturer: Make tests determining compatibility of exterior silicone sealants with substrates as necessary to conform to manufacturer's Warranty provisions. 1.7. PRE-INSTALLATION CONFERENCE 1. Arrange, in accordance with Division 01 "Coordination" and "Project Meetings", between Contractor, subcontractor, Owner, Architect, manufacturer's representative, and affected parties. Convene minimum one week prior to beginning work of this Section. 1.8. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Store and handle to protect from intrusion of contaminants. 1.9. PROJECT CONDITIONS 1. Temperature: Do not install sealants when the temperature is 40 degrees F or below, except where manufacturer's instructions permit lower temperatures. 2. Moisture: Do no work when moisture is present or when surfaces to be sealed are wet. 3. Do not install solvent curing joint sealants in enclosed building spaces. 1.10. COORDINATION 1. Conform to provisions of Division 01 Coordination. 2. Coordinate, schedule, and sequence work of this Section as necessary to install joint sealant systems required for work of related Sections. 3. Coordinate with work of Section 078000 for firestopping at fire-resistive construction, assemblies, occupancy separations and smoke protection. 4. Coordinate with casework, gypsum board, exterior openings, and other construction to fill and seal construction joints at intersecting materials. Park 77 Page 2 of 6 June 8, 2016 JOINT PROTECTION SECTION 079000 1.11. WARRANTIES 1. Conform to Warranty provisions of Division 01 Warranties and Bonds. 2. Manufacturer: 1. Exterior Joint Sealants: Standard 20 year materials Warranty against failure, except 5 years for polyurethane joints at horizontal paving. 2. Interior Joint Sealants: Standard 5 year Warranty against failure of material. 3. Contractor: 5 year labor Warranty of exterior joint sealants against failure, except joints at horizontal paving. 2. PRODUCTS 2.1. MANUFACTURERS 1. Joint Sealants: 1. DOW Corning: http://www.dowcorning.com 2. Pecora: http://www.pecora.com_ 3. Tremco: http://www.tremcosealants.com . 4. Sika: http://www.sika.com . 5. Sonneborn: http://www.chemrex.com . 6. GE Silicones: http://www.gesilicones.com . 2. Precompressed Foam Backer: 1. Emseal Joint Systems, Inc.: http://www.emseal.com. 2. Polytite Manufacturing Corporation: http://www.polytite.com 3. Sandell Manufacturing Co, Inc.: http://www.sandellmfg.com/sealant.html . 4. Illbruck: http://www.willseal.com . 3. Substitution Requests: Submit for approval under provisions of Section 01631 2.2. EXTERIOR JOINT SEALANTS - VERTICAL 1. Porous Materials Adhered to Porous Materials, Weatherproofing Sealant, Non- Paintable: 1. Reference Standard: ASTM C 920, Type S, Grade NS, Class 25, Use NT, M, O. 2. Single Component Silicone: 1. Dow Corning 790. 2. Pecora 890. 3. Tremco, Spectrem 1 4. GE Silpruf LM SCS2700. 3. Joint Movement Capabilities: 100 percent extension and 50 percent compression. 4. Suitable for concrete, masonry, stone, and wood sealant joints. 2. Non-Porous Materials Adhered to both Porous and Non-Porous Materials, Weatherproofing Sealant, Non-Paintable. 1. Reference Standard: ASTM C 920, Type S, Grade NS, Class 25, Use NT, M, G, A, O. 2. Single Component Silicone: 1. Dow Corning 791, Dow Corning 795, or Dow Corning 756 as instructed by manufacturer for use. 2. Pecora 895 or Pecora 865. 3. Tremco Spectrem 2 or Tremco Spectrem 3. 4. GE Silpruf SCS2000. 3. Joint Movement Capabilities: 50 percent extension and 50 percent compression. 3. Non-Porous Materials Adhered to Non-Porous Materials, Structural Sealant, Non- Paintable: Includes glass to glass and glass to metal at aluminum storefronts and entrances. Park 77 Page 3 of 6 June 8, 2016 JOINT PROTECTION SECTION 079000 1. Reference Standard: ASTM C 920, Type S, Grade NS, Class 25 Use NT, M, G, A, O. 2. Single Component Silicone: 1. Dow Corning 795 or Dow Corning 995, accepted at glass to non-porous materials. 2. Pecora, 895. 3. Tremco Spectrem 2. 4. GE, Ultra glaze 4000. 3. Two Component Shop Application: Dow Corning 983 accepted. 4. Joint Movement Capabilities: 50 percent extension and 50 percent compression. 4. Joints and Cracks Receiving Painted Coating Over Sealant: 1. Reference Standard: ASTM C 920, Type M, Grade NS, Class 25, Use NT, G, A, O. 2. Multi-Component Silicone Sealant: Dow Corning 756. 3. Single Component Polyurethane Sealant: 1. Sika, Sikaflex15LM. 2. Vulkem: 921. 4. Joint Movement Capabilities: 1. Silicon: Minimum 50 percent extensions and 50 percent compression. 2. Polyurethane: Minimum 100 percent expansion and 50 percent compression for. 5. Color: White. 6. Verify compatibility with coating system. 2.3. EXTERIOR JOINT SEALANTS - HORIZONTAL 1. Recessed Joint Fillers: Asphalt impregnated joint filler and as specified Division 32 for paving and other horizontal surfaces. 2. Paving Joint Sealant Over Joint Filler: 1. Reference Standard: ASTM C 920, Type M Grade P, Class 25, Use T. 2. Two Component Polyurethane Paving Joint Sealant: 1. Tremco THC 900 or THC 901. 2. Sika Sikaflex-2c SL. 3. Sonneborn Sonolastic SL 2. 3. Single Component Silicone Sealant. 1. Dow Corning 890. 2. Dow Corning SL. 3. Tremco Parking Structure Sealant GG (Gun Grade). 4. Tremco Parking Structure Sealant SL (Self-Leveling). 3. Threshold Sealant and Butyl Bedding Sealant: 1. Non-Skinning Butyl Bedding Sealant: 1. Tremco Acoustical Sealant or Tremco Curtainwall Sealant. 2. Pecora BA-98. 2. Consistency for use with gun or knife without paint finish, light gray color. 2.4. INTERIOR JOINT SEALANTS 1. Exposed Joint Sealants - General Use: 1. Reference Standard: ASTM C 834. 2. Paintable Siliconized Acrylic Latex Joint Sealant: 1. Pecora AC-20 + Silicone Acrylic Latex. 2. Tremco Acrylic Latex 834. 3. Sonneborn Sonolac, acrylic latex. 2. Acoustical Sealant at Concealed Joints: Single component, non-skinning, non- hardening, minimum 90 percent solids: Park 77 Page 4 of 6 June 8, 2016 JOINT PROTECTION SECTION 079000 1. Reference Standard: ASTM D 217. 2. Synthetic Butyl Rubber Joint Sealant: 1. Pecora BA-98. 2. Tremco Acoustical Sealant. 3. Horizontal Cementitious Joints: Refer to Section 033000 for epoxy and polyurea sealant at saw-cut contraction joints, isolation joints, and expansion joints at exposed slab. 1. Reference Standard: ASTM C 920, Type N, Grade P, Class 25, Use T. 2. Two Component Polyurethane Joint Sealant: 1. Sonneborn Sonolastic SL 2 (Single component). 2. Sika Sikaflex-2c SL. 3. Tremco THC-900/901. 2.5. BACKER MATERIAL 1. Backer Rod: Non-adhering, closed cell polyethylene foam or skinned open cell polyethylene foam (soft rod) and as instructed by joint sealant manufacturer. 1. Diameter: 1/3 greater than width of joint where it is to be installed. 2. Polystyrene foam and open cell rods not accepted. 2. Precompressed Foam Joint Sealant: Self expanding, polyurethane foam tape joint sealant. Size as appropriate for plus and minus 50 percent elongation and compression of joint. 1. Emseal Joint Systems, Inc., Greyflex, acrylic impregnated urethane foam. 2. Polytite Manufacturing Corporation, Polytite B. 3. Sandell Manufacturing Co, Inc., Polyseal. 4. Illbruck, Willseal. 3. Bond Breaker Tape: Polyethylene tape/plastic tape as recommended by sealant manufacturer, as needed to prevent bonding of joint sealant to substrate where backer rod cannot be used. 2.6. ACCESSORIES 1. Joint Cleaner: As recommended by joint sealant manufacturer for joint surfaces. 2. Joint Primers: Non-corrosive and non-staining type, as recommended by joint sealant manufacturer, for joint surface conditions encountered. 2.7. COLORS AND FINISHES 1. Colors of Integrally Colored Joint Sealants: As selected by Architect. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions ready to receive work of this Section in accordance with manufacturer's instructions. Do no work until unsatisfactory conditions are corrected. 2. Verify surfaces clean and dry before proceeding. 3. Verify joint size and substrate suitable for joint sealant. 4. Verify that back-up material and release tapes are compatible with joint sealant. 3.2. PREPARATION 1. Prepare in accordance with ASTM C 790 for latex base sealant and ASTM C 804 for solvent-release type materials. 2. Thoroughly clean joints to remove loose debris, foreign matter, and other bond breaking materials. 3. Prime joints in accordance with manufacturer's instructions. Park 77 Page 5 of 6 June 8, 2016 JOINT PROTECTION SECTION 079000 4. Remove lacquers and protective films from metal surfaces. 5. Take measures to prevent intrusion of dust, moisture, and other harmful substances into joints during installation. 6. Apply masking around joints to protect adjacent surfaces from defacement and staining during sealing operations. 7. Existing Joints: Remove existing debris and joint sealant, clean with solvent, and prime for new joint sealants as necessary to achieve permanent bonding of new joint sealant as instructed by manufacturer. 3.3. INSTALLATION 1. Install in accordance with manufacturer's instructions and provisions of Contract Documents. Where in conflict, verify with Architect before beginning work. 2. Seal interior joints to make watertight and exterior joints to make watertight and weathertight. Refer to requirements of individual Sections. Include: 1. Around windows, relights, doors, wall louvers, and other openings in walls. 2. Joints of dissimilar materials. 3. Horizontal joints, including exterior paving joints over joint filler. 4. At joints in sheet metal, flashing, and trim. 5. Expansion joints at masonry and concrete. Moving cracks and joints subject to movement, except where firestopping and smokestopping is required as specified Section 078000. 3.4. ADJUSTING 1. Remove and replace joint sealant where determined by Architect to be non- conforming or otherwise defective. 2. Remove and replace joint sealant from joints where joint sealant is not fully adhered and where joint sealant contains bubbles, foreign matter, and where other defects are evident. 3.5. CLEANING 1. Remove excess joint sealant material. 2. Remove and dispose of masking materials. 3. Leave installations clean and free from residue and debris from work of this Section. 4. Upon completion of this Section remove all surplus materials and debris from the job- site. 3.6. PROTECTION 1. Take measures to protect sealed joints during initial set-up and cure, minimum 12 hours. END OF SECTION Park 77 Page 6 of 6 June 8, 2016 METAL DOORS AND FRAMES SECTION 081100 SECTION 081100- METAL DOORS AND FRAMES 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes but is not limited to: 1. Hollow metal, four channel, embossed, 2-lite doors and frames, commercial quality. 2. Hollow metal four channel flush doors and frames, commercial quality. 3. Hollow metal frames to accommodate interior doors, commercial quality. 4. Interior hollow metal windows. 5. Refer to Section 072500 Weather Barriers for elastomeric membrane and water resistive barrier assemblies. 6. All accessories and attachments necessary to provide complete installation of the systems/equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000-Cast-In-Place Concrete 3. Section 035412-Gypsum Cement Underlayment 4. Section 055000- Metal Fabrications 5. Section 061000- Rough Carpentry 6. Section 062000- Finish Carpentry 7. Section 071113- Bituminous Dampproofing 8. Section 071300-Sheet Waterproofing 9. Section 071900-Water Repellants 10. Section 072100-Thermal Insulation 11. Section 072500-Weather Barriers 12. Section 076000- Flashing and Sheet Metal 13. Section 078000- Fire and Smoke Protection 14. Section 079000-Joint Protection 15. Section 081400-Wood Doors 16. Section 087100- Door Hardware 17. Section 088000-Glazing 18. Section 092900-Gypsum Board 19. Section 095600- Resilient Flooring 20. Section 096800-Carpeting 21. Section 099000- Painting and Coating 22. Section 101400-Signage 1.3. REFERENCES 1. American National Standard Institute (ANSI): 1. ANSI A250.4 - Test Procedure and Acceptance Criteria for- Physical Endurance for Steel Doors, Frames, Frame Anchors and Hardware Reinforcing. 2. ANSI A250.6 - Hardware on Standard Steel Doors (Reinforcement-Application) 3. ANSI A250.8 - Recommended Specifications for Standard Steel Doors and Frames (formerly SDI 100). 4. ANSI A250.11 - Recommended Erection Instructions for Steel Frames (formerly SDI 105). 2. American Society for Testing and Materials (ASTM): Park 77 Page 1 of 7 June 8, 2016 METAL DOORS AND FRAMES SECTION 081100 2. Provide steel doors and frames from single manufacturer. 1.6. REGULATORY REQUIREMENTS 1. Conform to provisions of Division 01 Quality Control. 2. Fire Rated Door Assemblies: 1. Doors and Frames: Fire Labeled by UL, WHI or other ICBO approved testing agency. 2. Wall Opening Assemblies to Retard Passage of Fire: Conform to IBC Chapter 7 and UL 10C for Fire Label bearing fire rating identification of positive pressure tested door assemblies. 3. Smoke and Draft Control Door Assemblies: Conform to IBC Chapter 7 for Fire Label bearing fire rating identification followed by letter S at exit-access doorways and doorways from unoccupied areas to corridors. 3. Fire Rated Window Assemblies: 1. Fire Label frames by UL, WHI, or other ICBO approved testing agency. 2. Conform to IBC Section 715. 4. Rate of Temperature Rise across Door Thickness at Exit Enclosures, Exit Passageways, and Horizontal Exits: Conform to IBC Chapter 7 for maximum transmitted temperature at end points not exceeding 450 degrees F at end of 30 minutes of fire exposure. Include actual tested temperature rise on Label. 1.7. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Division 01 Product Requirements. 2. Deliver in manufacturer's protective packaging. Break seal on site to permit ventilation. 3. Store under cover in building in protected, upright position. Set on wood sills. Protect doors, frames, and finish to prevent rust and damage. 2. PRODUCTS 2.1. MANUFACTURERS 1. Following manufacturers are accepted upon compliance with specified requirements for steel doors and frames. 1. Republic Doors Specified for type and quality of fabrication. 1. Web Site www.republicdoor.com. 2. Curries Company: 1. Web Site www.curries.com. 3. Steelcraft 1. Web Site www.steelcraft.com 2. Following manufacturers are accepted upon compliance with specified requirements for wood doors in steel frames (drywall type). 1. Timely Pre-finished Steel Door Frames. 1. Web Site www.TimelyFrames.com. 3. Substitution Requests: Conform to provisions of Division 01 Product Substitutions. 2.2. MATERIALS 1. Hot-Rolled Steel Sheets and Strips: Commercial Quality pickled and oiled carbon steel, conforming to ASTM A 569 and ASTM A 568. 2. Cold-Rolled Steel Sheets: Commercial quality carbon steel, conforming to ASTM A 366 and ASTM A 568. 2.3. GLASS AND GLAZING MATERIALS (as applicable) Park 77 Page 3 of 7 June 8, 2016 METAL DOORS AND FRAMES SECTION 081100 1. Exterior Steel Doors (Embossed and Flush): ANSI A250.8/SDI-100, Level 3, Model 2 (Flush Seamless Design). Passing ANSI A250.4 Acceptance Criteria, Level A (1 million cycles). 1. Face Sheets: 16 gauge steel. 2. Core Design: Fiberglass or mineral wool insulation, minimum 2.5 R-Value. 3. Vertical Internal Stiffening. 20 gauge steel hat channels, space 6 inches on center, spot weld to skins. 4. Vertical Edge Reinforcement: One piece, continuously arc welded full length to face sheets. 1. Lock Channel: 14 gauge steel, beveled 1/8 inch in 2 inch. 2. Hinge Channel: 12 gauge steel, formed and tapped for hinges. 5. Top and Bottom Channel Reinforcement: 16 gauge steel. 6. Top Rail Closure Channel: 16 gauge steel with flush channel filler cap sealed against water penetration. 7. Embossed: Model # DL Series (Republic) 8. Flush Model #DL Series (Republic) 2. Interior Steel Doors (as applicable): ANSI A250.8/SDI-100, Level 3, Model 2 (Flush Seamless Design). Passing ANSI A250.4 Acceptance Criteria, Level A (1 million cycles). 1. Face Sheets: 18 gauge steel. 2. Core Design: Polystyrene foam core or phenolic impregnated honeycomb paper core, adhesive laminated to both face sheets, except honeycomb core not accepted at doors exposed to moisture. 3. Vertical Edge Reinforcement: One piece, continuously arc welded full length to face sheets. 1. Lock Channel: 14 gauge steel, beveled 1/8 inch in 2 inch, 2. Hinge Channel: 12 gauge steel, formed and tapered for hinges, 4. Top and Bottom Channel Reinforcement: 16 gauge steel. 3. Steel Frames: Pressed steel frames with 2 inch face, 1/2 inch returns, single rabbet with 5/8 inch stop at doors. Conform to ANSI A250.8/SDI-100 Level 3, and specifications for minimum materials and construction requirements. Window/relite frames to be double-rabbeted. 1. Frames at Doors, Sidelights, and Window Assemblies: 14 gauge cold-rolled steel. 2. Masonry Anchors: Minimum of three (3) masonry anchors per jamb of type recommended by manufacturer for intended application. 3. Construction: Knock-down type. 4. Plaster Guards: Weld 16 gauge steel plaster guards or mortar boxes to frame at back of finish hardware cutouts where finish materials might obstruct hardware operation. 5. Model#HH Series (Republic). 4. Vertical Door Edges: Bevel 1/8 inch in 2 inch at strike side vertical edges and square at hinge side. 5. Hardware Reinforcement: Fabricate and weld into place. Include concealed stiffeners, reinforcement, edge channels, and moldings fabricated from either cold- rolled or hot-rolled 16-gauge steel. 6. Provisions for Persons with Disabilities: Fabricate location of jamb stops to accommodate complete closing of door by automatic door closer without exceeding maximum allowable pressure of 5 to 8.5 pounds pull. 7. Electrical Boxes: Provide at door and frames electrical or security connections, as specified in Division 28. 2.7. FABRICATION TOLERANCES Park 77 Page 5 of 7 June 8, 2016 METAL DOORS AND FRAMES SECTION 081100 3.3. ADJUSTING 1. Inspect and repair frames and doors, conforming to SDI 122 and provisions of Contract Documents. 2. Make final fittings, touch-up, and adjustment of individual components and assemblies for optimal performance prior to acceptance by Owner. 3. Replace units when repair is unsatisfactory or impractical. 1.2. CLEANING 1. Clean surfaces. Sand scarred and rusty areas smooth and touch-up with compatible primer to shop primer and finish paint coating specified Section 099000. END OF SECTION Park 77 Page 7 of 7 June 8, 2016 WOOD DOORS SECTION 081400 SECTION 081400-WOOD DOORS 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes but is not limited to: 1. Interior solid core, flush wood doors for installation into steel frames. 2. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000 -Cast-In-Place Concrete 3. Section 035412 -Gypsum Cement Underlayment 4. Section 055000 - Metal Fabrications 5. Section 061000 - Rough Carpentry 6. Section 062000 - Finish Carpentry 7. Section 071113 - Bituminous Dampproofing 8. Section 071300- Sheet Waterproofing 9. Section 071900 -Water Repellants 10. Section 072100-Thermal Insulation 11. Section 072500 -Weather Barriers 12. Section 076000- Flashing and Sheet Metal 13. Section 078000 - Fire and Smoke Protection 14. Section 079000 -Joint Protection 15. Section 081100 - Metal Doors and Frames 16. Section 087100 - Door Hardware 17. Section 088000 -Glazing 18. Section 092900 -Gypsum Board 19. Section 095600 - Resilient Flooring 20. Section 096800 -Carpeting 21. Section 099000 - Painting and Coating 22. Section 101400 -Signage 1.3. REFERENCES 1. American Society for Testing and Materials (ASTM): 1. ASTM E 90 - Measurements of Airborne Sound Transmission Loss of Building Partitions. 2. ASTM E 152 - Methods of Fire Tests of Door Assemblies. 2. National Fire Protection Association (NFPA): 1. NFPA 80 - Fire Doors and Windows 2. NFPA 252 - Standard Method of Fire Tests for Door Assemblies. 3. Window and Door Manufacturers Association (WDMA): ANSI/WDMA I.S. 1-A - Industry Specification for Architectural Wood Flush Doors. 1.4. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Shop Drawings: Indicate door openings, elevations, dimensions, types, swings, undercuts, beveling, special blocking for hardware, cutouts, vertical door edge details, and wood species. Park 77 Page 1 of 6 June 8, 2016 WOOD DOORS SECTION 081400 3. Product Data: 1. Manufacturer's published literature. Include description of door core materials and construction. 2. UV Cured Finishes: Performance characteristics, chemical characteristics, test data, number of coatings, final coating thickness, and steps required for refinishing damaged surfaces. 4. Door Sample: Corner section of each door construction type illustrating door construction. Include edge treatment and vision frames conforming to specifications. 5. Finish Coating Samples: Factory applied transparent finish on specified wood species. 6. Color Samples: Manufacturers standard transparent finishes. Submit additional, custom, finishes where requested by Architect. 1.5. QUALITY ASSURANCE 1. Perform work in accordance to ANSI/WDMA 1.S.1-A for Custom Grade Door. 2. Comply with NWWDA I.S.1 and ASI "Architectural Woodwork quality Standards". 3. Furnish wood doors from single manufacturer for Work of this Contract. 4. Fire-Rated Doors: Test and label to meet requirements for positive pressure testing using concealed intumescent strip at stiles and top rails. Doors requiring intumescent strip on door frames to pass positive pressure test are not accepted. 1.6. REGULATORY REQUIREMENTS 1. Conform to provisions of Division 01 Quality Control. 2. Fire Rated Door Assemblies: Provide Fire Label on Doors and Frames by UL, WHI or other ICBO approved testing agency. 1. Fire Rated Door Assemblies at Wall Openings to Retard Passage of Fire: Conform to IBC Chapter 7 and UL 10C for Fire Label bearing fire rating identification of positive pressure tested door assemblies. 2. Smoke and Draft Control Door Assemblies: Conform to IBC Chapter 7 for Fire Label bearing fire rating identification followed by letter AS@ at exit-access doorways and doorways from unoccupied areas to corridors. 3. Rate of Temperature Rise Across Door Thickness at Exit Enclosures, Exit Passageways, and Horizontal Exits: Conform to IBC Chapter 7 for maximum transmitted temperature at end points not exceeding 450 degrees F at end of 30 minutes of fire exposure. Include actual tested temperature rise on Label. 4. Installed Fire Door Assembly: Conform to NFPA 80, fire rated classifications. 1.7. PRODUCT DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Division 01 Product Requirements manufacturer's instructions, and ANSI/WDMA I.S.1-A 1A, Appendix - Care and Installation at Job Site. 2. Deliver in Manufacturer's original unopened poly-wrapped protective packaging, clearly labeled with manufacturer's name, brand name, size, thickness, and identifying symbol. 3. Store under conditions of average prevailing relative humidity and away from great variation of heat and humidity. 4. Stack flat to permit ventilation and supported at both ends and across centers. Cover tops and bottom of stack with Kraft paper, plywood, or corrugated cardboard. 1.8. WARRANTY 1. Conform to Warranty provisions specified Division 01 Warranties and Bonds. Park 77 Page 2 of 6 June 8, 2016 WOOD DOORS SECTION 081400 1. Manufacturer: Warrant interior doors and frames for life of original installation. Replace doors that have warped, bowed, cupped, twisted, telegraphed core construction in face veneers, or not complied with specified tolerances. 2. Include reinstallation costs due to repair or replacement of defective doors where defect was not apparent before hanging. 2. Contractor: Replace or refinish doors and/or where determined by Architect that installation has contributed to rejection or to voiding of manufacturer's Warranty. 2. PRODUCTS 2.1. MANUFACTURERS 1. Vancouver Door 1. Tel. 1-800-999-3667, (253) 845-9581, Fax (253) 845 3364. 2. Web Site http://www.vancouverdoorco.com. 2. VT Industries 1. Tel 1-888- 671-1453, Fax 1-888-647-1067. 2. Web Site http://www.vtindustries.com/doors. 3. Graham Manufacturing 1. Tel. (425) 392-2358, Fax (425) 392-6155. 2. Web Site http://www.grahamdoors.com. 4. Eggers Industries 1. Tel (206) 283-7574, Fax (206) 283-0970 (Washington Hardwoods). 2. Web Site http://www.eggersindustries.com. 5. Marshfield Door Systems Inc. 1. Voice Mail 1-800-869-3667 Ext 2617. 2. Web Site http://www.marshfielddoors.com. 6. Mohawk Flush Doors, Inc. 1. Tel (425) 402-4242, Fax (425) 487-9909. 2. Tel (574) 288-4464, Fax (574-232-4621. 3. Web Site http://www.mohawkdoors.com . 7. Oshkosh Architectural Door Company 1. Tel (425) 868-9249, Fax (425) 868-9249. 2. Tel (770) 682-5998, Fax (770) 682-9705. 3. Web Site littp://www.oshkoshclooi-.rom/ 8. Masonite 9. Simpson 10. Lynden Door 11. Substitution Requests: Submit for approval under provisions of Section 012531. Show conformance to Regulatory Requirements specified this Section for fire doors through certified test reports by independent laboratory and corresponding product data. 2.2. DOOR CONSTRUCTION 1. Door Types: See Door Schedule for locations. 1. Flush Wood Doors, 1-3/4 inch thick, solid core construction. 2. Flush Wood Doors, 1 3/8 inch thick, solid core construction. 3. Interior Insulated Door- Paint grade, one-panel, pressed hardboard skin, polystyrene core, single leaf. 4. Interior Hollow Core Door- Paint grade, one-panel, pressed hardboard, single leaf, double leaf, bi-pass or bi-fold. 2. Grade and Assembly: ANSI/WDMA I.S.1-A Custom Grade. Park 77 Page 3 of 6 June 8, 2016 WOOD DOORS SECTION 081400 3. Non-Rated and 20 Minute Fire Rated Door Construction: ANSI/WDMA SCLC-5 or SCLC-7 -Veneer, Structural Composite Lumber Core, Fully Bonded. 4. Mineral Core Fire Rated Doors Exceeding 20 Minute Rating: ANSI/WDMA I.S. 1-A, FD-5 or FD-7 -Veneer, Fire Rated Mineral Core. Fully bonded stiles, rails, face veneer, and core. 5. Hardwood Face Veneer for Transparent Finish: ANSI/WDMA I.S 1-A, Select Birch Veneer Face, Grade A, Plain-Sliced, Slip Matched. 2.3. FRAME CONSTRUCTION 1. Hollow metal Frame. See Section 081100. 2.4. ACCESSORIES 1. Glue: ANSI/WDMA I.S.1A S-7, Type 1. 2. Structural Firestop Mineral Core Board: Georgia-Pacific Corporation, Firestop System. 2.5. GLASS AND GLAZING MATERIALS 1. Door Glass: 1/4 inch thick tempered safety glass, except fire-rated glass as required by code. Conform to provisions of Section 088000. 2. Rated and Non-Rated Metal Vision Frames: Air Louvers, Inc, Woodlite, Low Profile Beveled Vision Lite, Web Site http://www.AirLouvers.com_, specified for type and quality. 1. Wood Veneer: Match transparent wood door face species and color, 2. Fire Rated Doors: FGS4500 intumescent tape under glass retainer. Positive pressure tested to UL10C. 2.6. WOOD DOOR FABRICATION 1. Fabricate in accordance with ANSI/WDMA I.S.1-A. 2. Stiles, Rails, and Hardware Blocking: Securely bond to core and face veneers with Type I glue. Before applying face veneer, abrasively plane glued unit smooth, both sides. 3. Vertical Edges at Hardwood Faced Doors: 1. Hardwood edge band or hardwood lumber edge matching face veneer species and color. Ease edges. 2. No visible edge joints, finger joints, exposed cross band, or exposed back veneer accepted. 3. Square edge at hinge side and beveled edge at strike side. 4. Hardware Blocking (Reinforcement): ANSI/WDMA I.S. 1-A, Blocking (Reinforcement) Options: 1. Structural Composite Lumber Core: Not required. 2. Mineral Board Core Doors: 1. 5 inch top, middle, and bottom rails HB-1, HB-2, and HB 6. 2. 5 inch by 18 inch hardware blocking HB-4 at both stiles. 5. Mill doors to accommodate hollow metal frames specified Section 081100, and hardware specified on Section 087100. 2.7. FABRICATION TOLERANCES 1. Bevel labeled doors 1/8 inch in 2 at lock side edge. 2. Bevel non-labeled doors 1/8 inch in 2 inch at lock side edges. 3. Machine for hardware. Seal cut surfaces after fitting and machining. 4. Ease edges of doors and stops to approximately 1/16 inch radius. 5. Cut and fit stops. Install with screws. Park 77 Page 4 of 6 June 8, 2016 WOOD DOORS SECTION 081400 6. Clearances For Non-Labeled Doors: 1. 1/8 inch between door and frame at head and jamb. 2. 1/8 inch between meeting edges of pairs of doors. 3. 1/8 inch door to stop clearance. 4. 3/4 inch maximum between door bottom and floor without threshold. 5. 3/8 inch maximum between door bottom and sill with threshold. 6. 1/4 inch from door bottom of door to top of carpet. 7. Clearances for Fire-Rated Doors: Install in fire-rated frames in accordance with NFPA 80 with clearances in accordance with NFPA No. 80.1. 2.8. FINISHES 1. Doors: Transparent Factory Finish: 1. WDMA I.S. 1-A, G-16 Finish Selection, TR-4 Conversion Varnish or TR-6 Catalyzed Polyurethane, Satin finish. 2. UV Cured Finish Systems: Submit system documentation confirming performance characteristics as meeting or exceeding WDMA/AWI TR-6. 2. Colors and Gloss Level: Satin finish. 3. EXECUTION 3.1. EXAMINATION 1. Verify solid backing as required to secure items to walls, such as wall stops, bumpers, and magnetic hold opens. 3.2. DOOR INSTALLATION 1. Install doors and hardware specified by Division 08 under work of this Section. Conform to specific requirements of Division 08 related Sections. 2. Install doors and finish hardware using templates furnished by manufacturer and in conformance to manufacturer's instructions. 3. Verify solid backing as required to secure items to walls, such as wall stops, bumpers, and magnetic hold opens. 4. Doors: Install doors and accessories, including stops and bumpers, to allow maximum swing. 1. Install frames straight, plumb and true. 2. Install doors and accessories, including stops and bumpers, to allow maximum swing. 3. Install to specified clearances and so that door swing contacts only stop. 5. Hardware Placement: Conform to Section 087100 for location and dimensions. 6. Conform to manufacturer's instructions, ANSI/WDMA I.S 1-A, NFPA 80, and UL or WHI requirements. Where in conflict, verify with Architect before beginning work. 3.3. INSTALLATION OF FINISH HARDWARE 1. Hardware Placement: Install in accordance with Section 087100 for location dimensions. 2. Fastening Devices: As needed to secure or anchor hardware, conforming to manufacturer's instructions. Self-tapping sheet metal screws are not acceptable. 3. Cutting and Fitting: Mortis, cut, and fit doors so that that hardware is accurately fitted flush with finish surfaces. 4. Door Closers: Install and adjust to automatically close and latch doors. Through-bolt door closers through wood doors. 5. Thresholds: Park 77 Page 5 of 6 June 8, 2016 WOOD DOORS SECTION 081400 1. Cut and fit to profiles of door jambs. 2. Miter corners and precision joints. 3.4. FIELD QUALITY CONTROL 1. Hardware Representatives: Inspect and adjust door closers and locksets at completion of work and prior to Owner occupancy. 3.5. ADJUSTING 1. After erection and glazing, check operating hardware and make adjustments. 2. Moveable Parts: 1. Adjust and lubricate with graphite-type lubricant, except as otherwise instructed by manufacturer. 2. Replace hardware that cannot be lubricated and adjusted to operate freely and smoothly. 3. Final Adjustment: 1. Make final adjustments prior to Owner occupancy. 2. Clean and re-lubricate operating items. 3. Make final adjustment of locksets and closers. 4. Adjustments After Final Acceptance: 1. Make adjustments during 1-year correction period. 2. Repair or replace hardware damaged by use when damage is caused by faulty installation. 5. Remove and replace warped doors, doors that show telegraphing of cores in face veneers or do not conform to specified tolerances. 3.6. CLEANING 1. After installation, clean door surfaces and hardware interior and exterior surfaces of mortar, paint, and other contaminants. END OF SECTION Park 77 Page 6 of 6 June 8, 2016 ACCESS DOORS AND PANELS SECTION 083100 SECTION 083100-ACCESS DOORS AND PANELS 1. GENERAL 1.1. SUMMARY 1. Comply with general provisions of the Contract, including General, Supplementary, and other Conditions, and with Division - 01 Specification Sections. 2. Section Includes but is not limited to: 1. Access Doors. 2. All accessories and attachments necessary to provide complete installation of the systems/ equipment included in this section. 3. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 055000 - Metal Fabrications 3. Section 061000 - Rough Carpentry 4. Section 072100 -Thermal Insulation 5. Section 078000 - Fire and Smoke Protection 6. Section 079000 - Joint Protection 7. Section 092900 - Gypsum Board 8. Section 095100 -Acoustical Ceilings 9. Section 099000 - Painting and Coating 10. Division 21 Fire Suppression 11. Division 22 Plumbing 12. Division 23 Heating, Ventilating, and Air Conditioning 13. Division 26 Electrical 14. Division 27 Communications 15. Division 28 Electronic Safety and Security 1.1. SUBMITTALS: 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Manufacturer's product data, installation instructions, standard details and specifications. 1.2. DELIVERY, STORAGE, AND HANDLING 1. All materials delivered in the original, unopened packages with labels intact. Upon arrival, materials shall be inspected for damage and the manufacturer informed of any discrepancies. Unsatisfactory products or materials shall not be used. 2. Store materials in a cool, dry location, protected from weather and other damage. 3. All materials supplied by work of other trades, such as substrates, framing, sealants, etc., shall be stored per manufacturer's instructions. 1.3. JOB CONDITIONS: 1. Protection: Protect adjacent materials from damage during installation. 2. Sequencing and Scheduling: Installation shall be coordinated with the Work of Other Trades. 2. PRODUCTS 2.1. MATERIALS: 1. Access Doors: 1. Manufacturers: One of the following (or approved equal).- Park 77 Page 1 of 2 June 8, 2016 ACCESS DOORS AND PANELS SECTION 083100 1. Bilco 2. Karp Associates, Inc. 3. Meadowcraft, Inc. 4. Milcor 5. Nystrom, Inc. 2. Frames: 16 ga. steel, factory primed. Fabricate frame with exposed flange approximately 1" wide for access doors located in gypsum drywall, veneer plaster or masonry finish. Sizes per Drawings. 3, Flush Panel Access Doors: Factory primed 20-gage steel or heavier with manufacturer's standard hinges, sandwich type, insulated door panel. 4. Provide insulated units at all attic access hatches. 5. Fire-Rated Assemblies: UL labeled 1 HR with automatic closer mechanism. 1. Fire-rated access door assemblies shall be similar and equal to Karp KRP- 150FR access door. 6. Non-rated assemblies shall be similar and equal to Karp DSC-214M access door. 7. Locking Devices: Self-latching, with interior latch release mechanism and key- operated lock. All latches to be keyed alike where doors are publicly accessible. 1. In mechanical or other secure areas, doors may be furnished with knurled knobs. 2. Where doors allow personnel access, all latches shall be operable from both sides to prevent entrapment. 8. Provide access doors of sizes and ratings required at all locations for motors, equipment, valves and controls as required by systems served and fire rating of construction in which door occurs. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions ready to receive work of this Section. Do not begin work until unsatisfactory conditions are corrected. 3.2. INSTALLATION: 1. Coordinate installation with work of other trades and locate accurately. 2. Comply with manufacturer's instructions for secure attachment, proper relation to adjacent finished surfaces and proper operation. 3.3. CLEAN-UP 1. Clean-up: During the progress of the work, conform to provisions of Section 017400, keep the premises free from debris and waste resulting from work of this Section. Upon completion of this Section remove all surplus materials and debris from the job- site. END OF SECTION Park 77 Page 2 of 2 June 8, 2016 SECTIONAL DOORS SECTION 083613 SECTION 083613 - SECTIONAL DOORS PART 1 - GENERAL 1.1 SUMMARY 1. Section includes manually operated sectional doors. 2. Related Requirements: 1. Section 055000 "Metal Fabrications"for miscellaneous steel supports. 1.2 ACTION SUBMITTALS 1. Product Data: For each type and size of sectional door and accessory. 2. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data. 3. Samples: For each exposed product and for each color and texture specified. 1.3 INFORMATIONAL SUBMITTALS 1. Sample warranty. 1.4 CLOSEOUT SUBMITTALS 1. Maintenance data. 1.5 QUALITY ASSURANCE 1. Wood Sectional Door Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body. 2. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer for both installation and maintenance of units required for this Project. 1.6 WARRANTY 1. Special Warranty: Manufacturer agrees to repair or replace components of sectional doors that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. 2. Special Finish Warranty: Manufacturer agrees to repair or replace components that show evidence of deterioration of factory-applied finishes within specified warranty period. 1. Warranty Period: 10 years from date of Substantial Completion Park 77 Page 1 of 5 June 8, 2016 SECTIONAL DOORS SECTION 083613 PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS 1 . General Performance: Sectional doors shall comply with performance requirements specified without failure due to defective manufacture, fabrication, installation, or other defects in construction and without requiring temporary installation of reinforcing components. 2. Structural Performance, Exterior Doors: Capable of withstanding the design wind loads. 1. Design Wind Load: Uniform pressure (velocity pressure) of 20 Ibf/sq. ft. (960 Pa), acting inward and outward. 2. Testing: According to ASTM E 330 or DASMA 108 for garage doors and complying with the acceptance criteria of DASMA 108. 3. Wind borne-Debris Impact Resistance: Provide glazed sectional doors that pass missile-impact and cyclic-pressure tests according to ASTM E 1996 for Wind Zone 1. 4. Seismic Performance: Sectional doors shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. 2.2 DOOR ASSEMBLY 1. Full-Vision Aluminum Sectional Door: Sectional door formed with hinged sections and fabricated according to DASMA 102 unless otherwise indicated. 2. Products: Subject to compliance with requirements, provide the following: 1. AlumaView as manufacturered by Raynor Garage Doors or equal. 2. Interior Facing Material: manufacturer's standard material. 3. Aluminum Sections: Full vision with manufacturer's standard, nonglazed panels across bottom section of door. 4. Track Configuration: Vertical-lift track. 5. Weatherseals: Fitted to bottom and top and around entire perimeter of door. 6. Windows: Approximately 24 by 11 inches (610 by 279 mm), with square corners, and spaced apart the approximate distance as indicated on Drawings; in five row(s) at height indicated on Drawings; installed with insulated glazing of clear float glass. 7. Locking Devices: Equip door with locking device assembly and chain lock keeper. 1. Locking Device Assembly: Cremone type, both jamb sides, locking bars, operable from inside with thumbturn outside with cylinder. 8. Manual Door Operator: Push-up operation. 9. Door Finish: 1. Aluminum Finish: Anodized color as selected by Architect from manufacturer's full range. Park 77 Page 2 of 5 June 8, 2016 SECTIONAL DOORS SECTION 083613 2. Baked-Enamel or Powder-Coat Finish: Color and gloss as selected by Architect from manufacturer's full range. 3. Factory Prime Finish: Manufacturer's standard color. 4. Finish of Interior Facing Material: Match finish of exterior section face. 2.3 ALUMINUM DOOR SECTIONS 1. Sections: Extruded-aluminum stile and rail members with dimensions and profiles as indicated on Drawings; members joined by welding or with concealed, aluminum or nonmagnetic stainless-steel through bolts, full height of door section; and with meeting rails shaped to provide a weather-resistant seal. 1. Reinforce sections with continuous horizontal and diagonal reinforcement, as required to stiffen door and for wind loading. Ensure that reinforcement does not obstruct vision lites. 2. Provide reinforcement for hardware attachment. 2. Solid Panels: Aluminum sheet, set in continuous vinyl channel retained with rigid, snap-in, extruded-vinyl moldings or with rubber or neoprene glazing gasket with aluminum stop. 3. Full-Vision Sections: Manufacturer's standard, tubular, aluminum-framed section fully glazed with 6-mm-thick, clear acrylic glazing set in vinyl, rubber, or neoprene glazing channel and with removable extruded-vinyl or aluminum stops. 2.4 TRACKS, SUPPORTS, AND ACCESSORIES 1. Tracks: Manufacturer's standard, White powdercoat finish.-steel track system of configuration indicated, sized for door size and weight, designed for lift type indicated and clearances indicated on Drawings, Provide complete system including brackets, bracing, and reinforcement to ensure rigid support of ball-bearing roller guides for required door type, size, weight, and loading. 1. Track Reinforcement and Supports: Galvanized-steel members to support track without sag, sway, and vibration during opening and closing of doors. Slot vertical sections of track spaced 2 inches (51 mm) apart for door-drop safety device. 2. Weatherseals: Replaceable, adjustable, continuous, compressible weather-stripping gaskets of flexible vinyl, rubber, or neoprene fitted to bottom and top of sectional door unless otherwise indicated. 3. Windows: Manufacturer's standard window units of type, size, and in arrangement indicated. Provide removable stops of same material as door-section frames. 2.5 HARDWARE 1 General: Heavy-duty, corrosion-resistant hardware, with hot-dip galvanized, stainless- steel, or other corrosion-resistant fasteners, to suit door type. Park 77 Page 3 of 5 June 8, 2016 SECTIONAL DOORS SECTION 083613 2. Hinges: Heavy-duty, galvanized-steel hinges at each end stile and at each intermediate stile, according to manufacturer's written recommendations for door size. Attach hinges to door sections through stiles and rails. 3. Rollers: Heavy-duty rollers with steel ball-bearings in case-hardened steel races, mounted with varying projections to suit slope of track. Provide 3-inch- (76-mm-) diameter roller tires for 3-inch- (76-mm-) wide track and 2-inch- (51-mm-) diameter roller tires for 2-inch- (51-mm-) wide track. 4. Push/Pull Handles: Equip each push-up operated or emergency-operated door with galvanized-steel lifting handles on each side of door, finished to match door. 2.6 LOCKING DEVICES 1. Slide Bolt: Fabricate with side-locking bolts to engage through slots in tracks for locking by padlock, located on single-jamb side, operable from inside only. 2. Locking Device Assembly: Fabricate with cylinder lock, spring-loaded deadbolt, operating handle, cam plate, and adjustable locking bars to engage through slots in tracks. 1. Lock Cylinders: Cylinders standard with manufacturer. 2. Keys: Three for each cylinder. 2.7 COUNTERBALANCE MECHANISM 1. Torsion Spring: Counterbalance mechanism consisting of adjustable-tension torsion springs fabricated from steel-spring wire complying with ASTM A 229/A 229M, mounted on torsion shaft made of steel tube or solid steel. Provide springs designed for number of operation cycles indicated. 2. Cable Drums and Shaft for Doors: Cast-aluminum or gray-iron casting cable drums mounted on torsion shaft and grooved to receive door-lifting cables as door is raised. Mount counterbalance mechanism with manufacturer's standard ball-bearing brackets at each end of torsion shaft. 3. Cables: Galvanized-steel, multistrand, lifting cables. 4. Cable Safety Device: Include a spring-loaded steel or spring-loaded bronze cam mounted to bottom door roller assembly on each side and designed to automatically stop door if either lifting cable breaks. 5. Bracket: Provide anchor support bracket as required to connect stationary end of spring to the wall and to level the shaft and prevent sag. 6. Bumper: Provide spring bumper at each horizontal track to cushion door at end of opening operation. 2.8 MANUAL DOOR OPERATORS 1. General: Equip door with manual door operator by door manufacturer. Park 77 Page 4 of 5 June 8, 2016 SECTIONAL DOORS SECTION 083613 2. Push-up Operation: Lift handles and pull rope for raising and lowering doors, with counterbalance mechanism designed so that required lift or pull for door operation does not exceed 25 Ibf (111 N). PART 3 - EXECUTION 3.1 INSTALLATION 1. Install sectional doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports; according to manufacturer's written instructions and as specified. 2. Tracks: Provide sway bracing, diagonal bracing, and reinforcement as required for rigid installation of track and door-operating equipment. 3. Accessibility: Install sectional doors, switches, and controls along accessible routes in compliance with regulatory requirements for accessibility. 4. Adjust hardware and moving parts to function smoothly so that doors operate easily, free of warp, twist, or distortion. 5. Touch-up Painting: Immediately after welding galvanized materials, clean welds and abraded galvanized surfaces and repair galvanizing to comply with ASTM A 780/A 780M. 3.2 DEMONSTRATION 1. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain sectional doors. END OF SECTION 083613 Park 77 Page 5 of 5 June 8, 2016 ALUMINUM-FRAMED STOREFRONTS SECTION 084313 SECTION 084313 -ALUMINUM-FRAMED STOREFRONTS 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes but is not limited to: 1. Extruded aluminum storefront glazing systems. 2. Operable vents. 3. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000- Cast-In-Place Concrete 3. Section 035412 - Gypsum Cement Underlayment 4. Section 055000- Metal Fabrications 5. Section 061000- Rough Carpentry 6. Section 062000- Finish Carpentry 7. Section 071113- Bituminous Dampproofing 8. Section 071300- Sheet Waterproofing 9. Section 071900-Water Repellants 10. Section 072100-Thermal Insulation 11. Section 072500-Weather Barriers 12. Section 076000- Flashing and Sheet Metal 13. Section 078000- Fire and Smoke Protection 14. Section 079000-Joint Protection 15. Section 084200- Entrances 16. Section 087100- Door Hardware 17. Section 088000-Glazing 18. Section 092900- Gypsum Board 19. Section 095600- Resilient Flooring 20. Section 096800- Carpeting 21. Section 099000- Painting and Coating 22. Section 101400- Signage 1.3. REFERENCES 1. Reference Standards: Current edition at date of Bid. 2. American Architectural Manufacturer's Association (AAMA): 1. AAMA 101 -Voluntary Specifications for Aluminum Prime Windows&Sliding Glass Doors. 2. AAMA 501.1 -Standard Test Method for Metal Curtain Walls for Water Penetration using Dynamic Pressure. 3. AAMA 611 -Voluntary Specification for Anodized Architectural Aluminum. 4. AAMA 1502.7 -Voluntary Test Method for Condensation Resistance of Windows, Doors, and Glazed Wall Sections. 5. AAMA 1503.1 - Voluntary Test Method for Thermal Transmittance of Windows, Doors and Glazed Wall Sections. 6. AAMA2604 - Voluntary Specification, Performance Requirements, and Test Procedures for High Performance Organic Coatings on Architectural Extrusions and Panels. Park 77 Page 1 of 6 June 8, 2016 ALUMINUM-FRAMED STOREFRONTS SECTION 084313 3. ASTM International (ASTM): 1. ASTM E 283 - Method for Determining the Rate of Leakage Through Exterior Windows, Curtain Walls, and Doors under Specified Pressure Differences Across the Specimen 2. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by uniform Static Air Pressure Difference. 3. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 4. ASTM E 774 - Standard Specification for the Classification of the Durability of Sealed Insulating Glass Units. 1.4. SYSTEM DESCRIPTION 1. Aluminum tubular aluminum sections with supplementary internal support framing as necessary to meet engineering loads. 2. Interior fabricated to weep moisture out at bottom of system. 3. Complete thermal isolation between interior and exterior frames. Slotted and other partial thermally broken systems not accepted. 4. Related flashings, anchors, and attachment devices. 1.5. PERFORMANCE REQUIREMENTS 1. Testing and Performance Requirements: Conform to ANSI/AAMA 101 requirements and the following: 2. Thermal Movement Design of Storefronts: Capable of withstanding thermal movements resulting from ambient temperature range of 120 degrees F that could cause a surface temperature range of 180 degrees F within the framing system. 3. Air Infiltration Test: 1. Test: ASTM E 283 at static air pressure difference of 6.24 psf. 2. Air Infiltration: Maximum 0.06 cfm per square foot of fixed wall area. 4. Water Resistance Test: 1. Test: ASTM E 331 at a static test pressure of 6.24 psf. 2. Uncontrolled Water Leakage: None. 5. Dynamic Water Test: 1. Test: AAMA 510.1 at a dynamic test pressure of 6.24 psf. 2. Uncontrolled Water Leakage: None. 6. Uniform Load Deflection Test: 1. Test: ASTM E 330 test unit at positive and negative static air pressure difference conforming to UBC Exposure B, as defined by Structural Notes. 2. Load Deflection Under Design Load: Not to exceed L/175 of the clear span of 3/4 inch. 1.6. UNIFORM LOAD STRUCTURAL TEST: 1. Test: ASTM 330 at pressure 1.5 times the design wind pressure. 2. Test Conclusion: No glass breakage, permanent damage to fasteners, nor other damage which would cause the storefront to be defective. 1.7. CONDENSATION RESISTANCE TEST (CRF): 1. Test: AAMA 1502.7. 2. Condensation Resistance Factor (CRF): Not less than 59. 3. Thermal Transmittance Test: 1. Maximum 0.45 BTU /hour/degree F/ SF for 1 inch clear insulating units with 1/4 inch thick glass, tested to AAMA 1503. Park 77 Page 2 of 6 June 8, 2016 ALUMINUM-FRAMED STOREFRONTS SECTION 084313 2. Maximum 0.45 U-Factor as determined, certified, and labeled in accordance to NFRC RS-31 by independent agency licensed by NFRC. Meet or exceed Washington State Energy Code and provisions of Contract Documents. 4. Washington State Non-Residential Energy Code: 1. Maximum 0.45 U-Value for Low E double glazed storefronts, tested to National Fenestration Rating Council, NFRC 1009. 2. Energy Performance Rating: NFRC tested and certified by independent agency. 1.8. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Shop drawings including wall elevations, typical unit elevations, details, anchors, sills, weeps, flashing, sealants, and glazing. 3. Product Data: Manufacturer's product data and specifications. 4. Samples of components indicating specified finishes. 5. Color sample: 12 inch inch 12 inch sample card showing approved color. 6. Test Reports: Provide test reports from AAMA accredited laboratories certifying performance tests. 7. Sample Warranty: Meet or exceed provisions specified by this Section. 1.9. QUALITY ASSURANCE 1. Installer Qualifications: Company specializing in work of this Section, able to document 5 years successful commercial quality installations. 2. Single Source Responsibility: Provide work of Sections 084200 and 084313 as products of single manufacturer. 3. Regulatory Agencies: Conform to requirements for Codes, ordinances, and other regulatory requirements. 1.10. REGULATORY REQUIREMENTS 1. Conform to Regulatory Requirements specified by Division 01 Quality Control. 2. Safety Glazing: Conform to IBC Section 715, for locations within window and door openings. 1.11. DISSIMILAR MATERIALS PROTECTION 1. Separate aluminum surfaces in contact with or in proximity of ferrous metals and cementitious materials by means of nonabsorbent tape or heavy coat of alkali- resistant bituminous paint or zinc-chromate primer. 1.12. DELIVERY, STORAGE, AND HANDLING 1. Carefully package and insulate to prevent marring. 2. Protection: Protect from damage during storage and subsequent handling during installation. 1.13. WARRANTY 1. Manufacturer: 5 year, non-prorated, full replacement value, full system labor and materials Warranty. Include glass, coatings, and hardware. No pass-through manufacturer Warranties accepted. 2. Contractor: 5 year labor Warranty covering installation work. 3. Insulating Glass: Provide 10 year Warranty against failure of hermetic seal other than through glass breakage in accordance to provisions of Section 088000. 1.14. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. Park 77 Page 3 of 6 June 8, 2016 ALUMINUM-FRAMED STOREFRONTS SECTION 084313 2. Section 081100 and Section 084200 for installation of doors and related door hardware into work of this Section. 2. PRODUCTS 2.1. MANUFACTURERS 1. 2" x 4'/2", thermally-broken storefront framing systems: For purposes of establishing a standard of quality, function and design desired, Kawneer Co., Inc., TriFab VG 451T system has been selected. Subject to compliance with requirements, Manufacturers listed below with equivalent systems are herein approved. 1. Kawneer Co., Inc., Trifab VG 451T. 1. Tel (253) 840-9110), Tel. (425) 747-0119, Fax (425) 747-8060. 2. Tel (253) 872-2555, Fax (253) 874-8428. 3. Web Site littp://www.kawneer.com. 2. EFCO Corporation, Series 403. 1. Tel (206) 285-5870, Fax (206) 284-2254. 2. Web Site http://www.efcocorp.com_. 3. TRACO. 1. Tel. (253) 564-4445. 2. Web Site http://www.traco.com 4. US Aluminum, IT451 System. 1. Tel 1-888-889-3899 Ext 304, Fax 1-888-647-5557. 2. Web Site http://www.usalum.com. 5. Vista Wall Architectural Products, Series 3000. 1. Tel (206) 282-3044, Fax (206) 282-3528. 2. Web Site http://www.vistawall.com. 6. Arcadia, Inc. AG451 T. 1. Tel (425) 869-7300/1-800-755-9792, Fax (425) 869-1607. 2. Web Site http://www.arcadiaincorporated.com . 2. Substitution Requests: Submit for consideration under provision of Section 01631. 2.2. MATERIALS/COMPONENTS 1. Aluminum: Extruded aluminum, 6063-T5 or 6063-T6 alloy, tempered as required for installation. 2. Aluminum Wall Thickness: Aluminum vertical and horizontal extrusions: 1. Fastener and Hardware Locations: Minimum 0.125 inch thick. 2. Non-Fastener Locations: Minimum 0.080 inch thick. 3. Thermal Barrier: Extruded PVC used as an applied thermal isolator. 4. Anchors: Aluminum or steel perimeter and floor anchors. Isolate steel anchors from aluminum to prevent galvanic action. 5. Fasteners: Aluminum, stainless steel, or zinc plated steel, coated where exposed to match finish. 6. Aluminum Cladding Covers: Aluminum sheet matching window finish. 7. Sill Subframe: High performance type with approximately 1-3/4 inch high upturned leg at interior side. 8. Joint Sealants: As specified Section 079000. 2.3. 2'/2" x 4'/2" STOREFRONT FRAMING SYSTEM (Kawneer"TriFab VG 4517 System) 1. Aluminum Members: Provide 6063-T5 alloy and temper(ASTM B221 allow G.S. 10A- T5); comply with ASTM B221 for extrusions; ASTM B209 for sheet or plate. Park 77 Page 4 of 6 June 8, 2016 ALUMINUM-FRAMED STOREFRONTS SECTION 084313 1. All aluminum vertical and horizontal extrusions shall have a minimum wall thickness of .080". Glazing stop sections shall have a minimum wall thickness of .050". 2. 2'/2"x 4'/2" nominal dimension;flush glazing stops; internal weep drainage system. All exterior and interior face members shall be seamless. 2. Finish: Aluminum profiles shall be given a caustic etch followed by an anodic oxide treatment to obtain an Architectural Class II Clear Anodic Coating conforming to AA- M12C22A31, #17 Clear. 2.4. OPERABLE VENTS (Not Applicable) 1. Kawneer"Glassvent" or equal; thermally broken, 1-15/32 inch sightline, aluminum framed, outward projecting awning vents, specified for type and quality. 2. Operating Arms: Four-bar, stainless steel. 3. Locking Handles: Cam type, bronze alloy. 2.5. GLASS AND GLAZING MATERIALS 1. Single and Insulating Glass: ASTM E 774, Class A, dual-sealed (polyisobutylate primary seal and silicone secondary seal), double glazed units between two panes of glass. 1. Spacer Bars: Clear anodized aluminum. 2. Glass Thickness: 1/4 inch thick glass in 1 inch insulating units. 3. Glass Color: Refer to Glazing Legend on Drawings. 2. Safety Glass: As specified Section 088000. Conform to Code for installation of safety glass into insulating glass units. 3. Glazing: Dry glazed with exterior aluminum pressure plate and snap cover and interior and exterior preset neoprene/elastomeric extruded gaskets. 2.6. FABRICATION 1. Mechanically fasten framing members by means of extruded aluminum shear blocks or screw splines attached to vertical mullions. 2. Cut and fit stick members under shop conditions and tolerances. 2.7. FINISHES 1. Aluminum: Clear anodized, AAMA 611. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions ready to receive work of this Section. 2. Verify that openings are dimensionally within allowable tolerances, plumb, level, clean, provide a solid anchoring surface, and are in accordance with accepted shop drawings. 3. Verify that aluminum storefront installation to be in accordance with pertinent codes and regulations, Contract Documents, approved Shop Drawings, and manufacturer's instructions. 3.2. PREPARATION 1. Remove dust, dirt and loose debris, dropping of concrete, mortar, plaster, etc., which may interfere with installation. 3.3. INSTALLATION Park 77 Page 5 of 6 June 8, 2016 ALUMINUM-FRAMED STOREFRONTS SECTION 084313 1. Install in accordance with Contract Documents, References, Codes, and manufacturer's instructions. 2. Set units plumb, level and true to line without warp or rack of frames. 3. Anchor frames solidly to surrounding construction to prevent distortion or misalignment with continuous shims. 4. Apply sealants, for weathertight installation, at joints, intersections, and perimeters to surrounding construction. 5. Provide protective coating to separate aluminum from incompatible materials. 6. Protect finished surfaces as necessary to prevent damage during progress of the work. 7. Seal frames to surrounding construction in accordance with Section 079000. Remove excess materials as work proceeds to leave exposed surfaces and joints clean and smooth. 3.4. ADJUST AND CLEAN 1. Inspect and adjust after installation. 2. Clean aluminum surfaces and remove excess sealants and other contaminants. 3. Leave exposed surfaces and joints clean and smooth, free of labels, and dirt. END OF SECTION Park 77 Page 6 of 6 June 8, 2016 PLASTIC WINDOWS SECTION 085300 SECTION 085300 - PLASTIC WINDOWS 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes: Tubular extruded poly vinyl chloride (PVC) windows of any of the following type(s): 1. Horizontal sliding windows. 2. Single-hung windows. 3. Awning windows. 4. Casement windows. 5. Picture windows. 6. Refer to Section 072500 Weather Barriers for elastomeric membrane and water resistive barrier assemblies. 7. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections: 1. Division 01 General Requirements 2. Section 055000 - Metal Fabrications. 3. Section 061000 - Rough Carpentry. 4. Section 062000 - Finish Carpentry. 5. Section 072100 -Thermal Insulation. 6. Section 072500 -Weather Barriers. 7. Section 074646 - Fiber-Cement Siding. 8. Section 076000- Flashing and Sheet Metal. 9. Section 079000-Joint Protection. 10. Section 088000-Glazing. 11. Section 092900-Gypsum Board. 12. Section 099000- Painting and Coating. 13. Section 121000-Window Blinds. 1.3. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples the following items: 1. Product Data. 2. Shop Drawings: Include window schedule, window elevations, sections and details, and multiple window assembly details. 3. Samples: 1. Color samples: Minimum 1x4 inch (25x100 mm) samples of PVC with integral color. 2. Glass, showing specified tint color. 4. Quality Assurance/Control Submittals: 1. Qualifications: Proof of manufacturer's qualifications. 2. U-Factor and structural rating charts required for AAMA and NFRC labeling requirements. 3. Installation Instructions -AAMA 2400. Park 77 Page 1 of 5 June 8, 2016 PLASTIC WINDOWS SECTION 085300 2. Closeout Submittals: Reference Division 01 Project Closeout submittals and submit the following items: 1. Maintenance instructions. 2. Special Warranties. 1.4. QUALITY ASSURANCE 1. Overall Standards: Comply with ANSI/AAMA/NWWDA 101/I.S.2, except as otherwise noted herein. 1. Windows-Air infiltration 1. Test Procedure. Air leakage shall be tested in accordance with ASTM E 283-91 2. Performance Criteria 1. When tested at a static air pressure of 1.567 psf, the rate of air leakage shall not exceed '/2 cfm per ft of crack length. Air leakage for sliding glass doors is not to exceed 1 cfm per sq. ft. of overall frame dimension. 2. In areas subject to winds (90 mph and over) the performance requirement for sliding glass doors may be increased at the discretion of the HUD Field Office so that the air leakage will not exceed '/2 cfm per sq. ft. of overall frame dimension. 2. Windows-Water Resistance. 1. B-1 Test Procedure. Water infiltration shall be tested in accordance with ASTM E 331-86. 2. B-2 Performance Criteria 1. Minimum Performance- No water shall pass the interior face of the unit when tested at a static pressure of 2.86 psf with water applied at the rate of 5.0 U.S. gal. Per sq. ft. per hour for a time period of 15 minutes. 2. In areas subject to wind driven rain (90 mph and over) the static pressure in (a) may be raised to 6.24 psf at the discretion of the HUD Field Office. 3. Windows- Physical Load 1. 1.C-1 Test Procedure Physical load tests shall be conducted in accordance with ASTM E 330-90. 2. 2.C-2 Performance Criteria 1. Minimum Performance 1. Under a uniform load of 10 psf applied to surface of unit, except jalousie window and sliding glass doors, max. deflection of any member shall not exceed 1/175 of its span. 2. Under a uniform load of 20 psf applied for 10 seconds to the ext., then a uniform load of 10 psf applied to the int. for 10 seconds, there shall be no glass breakage, damage to hardware or residual deflection. 2. In areas subject to winds 90 mph and over, the uniform loads, shown in a. (2) may be increased to 40 psf exterior and 20 psf interior loadings, at the discretion of the HUD Field Office. 2. Qualifications: 1. Manufacturer Qualifications: 1. Minimum five years experience in producing vinyl windows of the type(s) specified. 2. Member AAMA, NFRC, SIGMA. 3. Certifications for insulated glass windows: 1. AAMA: Windows shall be Gold Label certified with label attached to frame per AAMA requirements. Park 77 Page 2 of 5 June 8, 2016 PLASTIC WINDOWS SECTION 085300 2. NFRC: Windows shall be NFRC certified with temporary U-factor label applied to glass and an NFRC tab added to permanent AAMA frame label. 3. Energy Star. 4. Flat Glass Manufacturing Association 1990. 5. Glazing Manual 1986. 1.5. DELIVERY, STORAGE, AND HANDLING 1. Reference Division 01 Product Requirements. 2. Follow manufacturer's instructions on label applied to windows. 1.6. WARRANTY 1. Commercial Multi-family Special Warranty: 1. 10 year guarantee. 2. Guarantee windows against defects in materials and workmanship including costs for parts and labor. 1.7 FIELD TESTING 1. The Owner may hire an independent testing agency to test a selection of windows installed in the field. Testing is to be coordinated with the Contractor and is to occur at selected areas where the windows have been installed and properly flashed. If the sample windows fail the tests all windows will be tested and windows that fail the test are to be repaired or replaced at no additional cost to the Owner. 2. PRODUCTS 2.1. MANUFACTURER 1. Following manufacturers are accepted upon compliance with specified requirements for vinyl windows. 1. Weathervane Windows —Vantage I with grids as shown on Drawings. 2. Jeld-Wen Windows and Doors — Premium vinyl windows with grids as shown on Drawings. 3. Milgard Manufacturing, Inc. - Montecito with grids as shown on Drawings. 4. Ply Gem Windows — Insulate Pro Series Windows with grids as shown on Drawings. 2.2. MATERIALS 1. Vinyl: Integral color PVC compound containing impact-resistant solid plasticizer, titanium dioxide UV inhibitor, and surface and color stabilizers. 1. Comply with ASTM D 4218 and ANSI/AAMA/NWWDA 101/I.S.2. 2.3. PERFORMANCE REQUIREMENTS 1. Thermal Performance: Comply with NFRC 100. 2. Air Leakage, Water Resistance, Structural Test: Comply with ANSI/AAMA/NWWDA 101/I.S.2. 3. Forced-Entry Resistance: Comply with CAWM 301-90. 4. As outlined in Subsection 1.4 in this Section. 2.4. WINDOW TYPES — PER DRAWINGS. 2.5. WINDOW COMPONENTS 1. Frame: 3.375 inch depth with 1.375 inch nailing fin set-back from exterior. Park 77 Page 3 of 5 June 8, 2016 PLASTIC WINDOWS SECTION 085300 2. Reinforcement: Steel reinforced fixed meeting rail(s), aluminum reinforced hinges and roto operator. 3. Hardware (as applicable to operation): 1. Steel spring block and tackle sash balances. 2. Cam lock or positive action (self-latching) lock. 3. Screened, operable air vent option (trickle ventilator). 4. Solid brass, adjustable sash rollers. 5. Steel 2-box leaf hinges and roto operator. 6. Multipoint locks, 1 to 4 locking parts. 4. Weather Strip: Polypropylene pile with fin seal, compressible foam -filled bulb seal (two rows). 5. Performance: 1. ASTM E283-04 Air Filtration at 1.57 PSF test pressure. 2. ASTM E330-02 Uniform Loan. 3. ASTM E547-00 Water Penetration. 2.6. GLAZING 1. See Section 088000- Glazing. Provide Insulated Glass Units: ASTM E 774, Class A, 1 inch (25 mm) thick overall: 1. Glazing Type(s): 1. Clear/Low-E, argon gas-filled. 2. U-factor: 0.30 or less. 3. Solar Heat Gain Coefficient: 0.50 or less. 2. Spacer Bar: Super Spacer or warm edge steel spacer equivalent. 2.7. GRIDS: 1. 5/8 inch wide flat metal bars color matched to frame and sash. 2. Grids shall be manufacturer-applied to the insulated glass units. 2.8. INSECT SCREENS: 1. Provide tight-fitting screen for operating sash with hardware to allow easy removal. 1. Screen Cloth: Charcoal colored fiberglass mesh. 2. Frame: Cambered formed aluminum with rigid plastic corner keys. 2.9. FABRICATION 1. Fabricate frames and sash with mitered and fusion welded corners and joints. Trim and finish corners and welds to match adjacent surfaces. 2. Provide concealed metal reinforcement in sash frame for attaching lock mechanism. 3. Factory glaze (except double-hung)with snap-on PVC glazing stops matching interior sash and frame finish. Units shall be re-glazeable without dismantling sash framing. 2.10.FINISH 1. Frame, Sash, and Screen Color: White, 2. Color match all components. 2.11.SOURCE QUALITY CONTROL 1. Inspect windows in accordance with manufacturer's Quality Control Program as required by AAMA Gold Label certification. 3. EXECUTION Park 77 Page 4 of 5 June 8, 2016 PLASTIC WINDOWS SECTION 085300 3.1. EXAMINATION 1. Examine openings in which windows will be installed. 1. Verify that framing complies with AAMA 2400. 2. Verify that fasteners in framed walls are fully driven and will not interfere with window installation. 2. Coordinate with responsible entity to correct unsatisfactory conditions. 3. Commencement of work by installer is acceptance of substrate conditions. 3.2. INSTALLATION 1. Install windows in framed walls in accordance with AAMA 2400. 1. Provide continuous shim support along full length of sill. 2. Do not remove temporary labels. 3. Install insect screens on operable sash. 4. Verify window frame drainage holes (weep holes), where present, are open and functioning. 3.3. CLEANING 1. Reference Division 01 Project Closeout. 2. Remove temporary labels and retain for Closeout Submittals. 3. Clean soiled surfaces and glass using a mild detergent and warm water solution with soft, clean cloths. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 FINISH HARDWARE SECTION 087100 SECTION 087100 — FINISH HARDWARE PART 1 - GENERAL 1.01 SECTION INCLUDES A. Hardware for swinging, sliding, and folding doors except special types of unique and non-matching hardware specified in other sections. B. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 1.02 DOOR HARDWARE TYPES A. Requirements for design, grade, function, finish, size and other distinctive qualities of each type of door hardware is indicated elsewhere in this section or in the Door Hardware Schedule at the end of this section. Refer to Part 2 Products for Manufacturer's identification and allowable substitutions. B. Do not substitute other products without Architect's written prior approval per Division 01 Product Substitutions. Requests for approval shall be submitted by factory authorized distributor firms representing the products proposed for substitution. 1.03 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer: Manufacturers named in Part 2 of this section with not less than 5 years experience in manufacturing commercial door hardware of the type indicated. 2. Hardware Supplier: a. A recognized architectural finish hardware supplier who has been furnishing hardware in the same state as the project for a period of not less than 5 years. b. Hardware supplier's organization shall include an experienced Architectural Hardware Consultant (AHC), certified by the Door and Hardware Institute (DHI), who is physically available, at reasonable times during the course of the work, for consultation about project's hardware requirements, to Owner, Architect and Contractor. Mail or telephone correspondence is not acceptable. c. Hardware supplier shall have local warehousing facilities and shall maintain an adequate parts inventory of items supplied for future service to the owner. Supplier will be a factory authorized distributor of all hardware specified. 3. Installer: Company specializing in installing work of this section with not less than 3 years experience and acceptable to the manufacturer and the hardware supplier. Maintain regular work force of qualified personnel, trained, skilled, and experienced in installing door hardware and constant, competent supervision. The hardware installer shall meet with the representative of the general contractor and hardware supplier to jointly inventory all hardware items. Upon satisfactory inventory of products, the hardware installer accepts responsibility for all hardware items inventoried. Park 77 Page 1 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 B. Regulatory Requirements: 1. Provide hardware for fire rated openings, whether specified or not, in compliance with NFPA Standard No. 80, IBC as adopted by the State of Washington and local building code requirements. Provide only hardware that has been tested and listed by UL or WHI for types and sizes of doors required. Hardware must comply with requirements of door and door frame labels. 2. Provide hardware that meets or exceeds handicap accessibility per local building code requirements. Conform to the Americans with Disabilities Act (ADA) of 1990. 1.04 SUBMITTALS A. Under provisions of Division 01 Shop Drawings, Product Data and Samples, submit the following: 1. Product information: Manufacturer's published technical product data for all specified door hardware items indicating compliance with the requirements. 2. Hardware Schedule: a. Hardware schedules are intended for the Contractor's coordination of the work. Review and acceptance by the Architect or Owner does not relieve the Contractor of his exclusive responsibility to fulfill the requirements as shown and specified. b. Submit hardware schedule in the manner and format as specified, complying with the actual construction progress schedule requirements for each draft. Include the following information: 1) Explanation of all abbreviations, symbols, codes, at the like, including door handing. 2) Type, style, function, size, and finish of each hardware item. 3) Door and frame sizes and materials cross-referenced to the Architect's marks in the door schedule. 4) Room identification (name and number) on each side of door opening as indicated on the drawings. 5) Product name, model number, description, and name of manufacturer of each item. 6) Fastenings and other pertinent information. 7) Locations of hardware cross-referenced to architectural floor plans and door schedules. 8) Mounting heights and locations of each type of hardware. 3. Key Schedule: a. Require qualified representative of the hardware supplier to personally meet with the Owner and obtain the Owner's written key requirements. b. Include a separate key schedule, showing clearly how the Owner's instructions on keying of locks has been fulfilled. 4. Samples: Upon request, submit actual material samples of items indicated as for color selection. 5. Templates: Hardware supplier will furnish hardware templates to the Contractor for each fabricator of doors, frames, and other work to be shop prepared or factory prepared for the installation of hardware. Upon request check shop drawings of such other work, to conform that adequate provisions are made for proper location and installation of hardware. Park 77 Page 2 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 6. Warranty: Provide the manufacturer's standard warranty for each product, not to be less than one year after acceptance of the building by the owner. Door closers shall not be warranted for less than ten years. PART 2 - PRODUCTS 2.01 MATERIALS AND FABRICATION A. General: 1. Provide all door hardware for complete work, in accordance with the drawings and as specified herein. 2. Quantities listed, in any instance, are for the Contractor's convenience only and are not guaranteed. 3. Provide items and quantities not specifically mentioned to ensure a proper and complete operational installation. Match the quality and finish of items specified. 4. Provide miscellaneous hardware as listed in hardware groups. B. Hand of door: Drawings show direction of slide, swing or hand of each door leaf. Door schedule indicates door and frame sizes, materials, required fire ratings, and other pertinent information. Furnish each item of hardware for proper installation and operation of door movement as indicated. C. Fasteners: Provide hardware manufactured to conform to published templates generally prepared for machine screw installation. Do not provide hardware that has been prepared for self-tapping sheet metal screws, except as specifically indicated. 1. Screws: Furnish screws for installation, with each hardware item. Provide Phillips flat head screws except as otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware finish or, if exposed in surfaces of other work, to match finishes of such other work as closely as possible, including "prepared for paint" in surfaces to receive painted finish. 2. Concealed Fasteners: Provide concealed fasteners for hardware units which are exposed when door is closed, except to extent no standard units of type specified are available with concealed fasteners. Do not use thru-bolts for installation where bolt head or nut on opposite face is exposed in other work, except where it is not feasible to adequately reinforce the work. In such cases, provide sleeves for each thru-bolt or use sex screw fasteners. 2.02 HINGES A. Manufacturer: 1. Listed in Door Hardware Schedule: McKinney 2. Approved Substitutions: Stanley, Hager , Bommer B. Templates: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template-produced units. C. Number of Hinges: Provide number of hinges indicated, but not less than 3 hinges per door leaf for doors 90" or less in height and one additional hinge for each 30" of additional height. Park 77 Page 3 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 2.03 LOCK CYLINDERS A. Manufacturer: 1. Listed in Door Hardware Schedule: Schlage 2. Approved Substitutions: Yale, PDQ B. Equip locks with cylinders with manufacturer's standard construction key feature that voids the construction key upon activation of the permanent key system. C. Construct lock cylinder parts from brass/bronze, stainless steel, or nickel silver. 2.04 KEYS, KEYING, AND KEY CONTROL A. Keys: 1. Material: Provide keys of nickel silver only. 2. Quantities: These quantities are to establish a maximum allowable quantity of cut keys to service the project and may not necessarily be assigned as noted. A lesser quantity of cut keys required will not result in any credits, nor a quantity of uncut keys to be issued unless noted otherwise. a. 4 change keys per each cylinder unit. b. 5 master keys per master. c. 10 construction keys. 3. Deliver keys to the Owner's representative: Send Masterkeys to Owner via U.S. registered mail direct from hardware supplier. B. Keying: 1. Comply with Owner's written instructions for masterkeying and, except as otherwise indicated, provide individual change keys for each lock which is not designated to be keyed alike with a group of related locks. Allow for expansion as required. 2. Grandmaster key all cylinder items to coordinate with the Owner's instructions. Permanently inscribe each key with the notation "DO NOT DUPLICATE". 2.05 LOCKSETS, LATCHSETS, AND PRIVACY SETS: A. Manufacturer: 1. Listed in Door Hardware Schedule: Schlage 2. Approved Substitutions: Yale, PDQ, Corbin B. Types: Locksets, latchsets, and privacy sets as indicated in Door Hardware Schedule. C. Lock Throw: Provide 3/4" minimum throw of mortise type latches and deadbolts used. Cylindrical latches will be 1/2" minimum. Comply with UL requirements for throw of bolts and latch bolts on rated fire openings. 2.06 EXIT DEVICES: A. Manufacturer: 1. Listed in Door Hardware Schedule: Corbin 2. Approved Substitutions: Yale Park 77 Page 4 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 2.07 CLOSERS: A. Manufacturer: 1. Listed in Door Hardware Schedule: Norton 2. Approved Substitutions: Yale, LCN B. Provide parallel arms for all overhead closers, except as otherwise indicated. Provide drop plates as needed to prevent glazing interference. C. Mount all closers to the maximum allowable degree of opening by the closer manufacturer's template. Where closer arms incorporate dead stop features, mount closers to the maximum degree of opening available before conflict with adjacent structures. If not apparent on the contract documents, verify the use of open space with the Architect or Owner's Representative to determine the maximum allowable degree of opening. 2.08 OVERHEAD STOPS A. Manufacturer: 1. Listed in Door Hardware Schedule: Rixson 2. Approved Substitutions: ABH, Glynn Johnson B. Mount stops to the maximum degree of opening available before conflict with adjacent structures, or, if adjacent structures are not considered, to the maximum allowable by stop manufacturer's template. C. If not apparent on the contract documents, verify the use of open space with the Architect or Owner's Representative to determine the maximum allowable degree of opening. 2.09 WALL AND FLOOR STOPS, MISCELLANEOUS HARDWARE A. Manufacturers: 1. Listed in Door Hardware Schedule: Trimco 2. Approved Substitutions: Hager, Rockwood 3. Closet track and hardware is Hager, equal products by Stanley are acceptable. B. General: Except as otherwise indicated, provide stops (wall, floor or overhead) at each leaf of every swinging door leaf. 2.10 PROTECTION PLATES A. Manufacturers: 1. Listed in Door Hardware Schedule: Trimco 2. Approved Substitutions: Tice, Rockwood, Hager B. Sizes: Fabricate protection plates (armor, kick or mop) not more than 2" less than door width on stop side and not more than 1" less than door width on pull side, x the height indicated. Park 77 Page 5 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 C. Metal Plates: Stainless Steel, 18 gauge, (0.050) thick. Satin finish (US32D, 630), beveled four edges (134E). 2.11 GASKETS AND SWEEPS A. Manufacturer: 1. Listed in Door Hardware Schedule: Pemko 2. Approved Substitutions: Hager, McKinney B. General: Except as otherwise indicated, provide continuous weather-stripping at each edge of every exterior door leaf. Provide type, sizes and profiles indicated as drawn or scheduled. 2.12 THRESHOLDS A. Manufacturer: 1. Listed in Door Hardware Schedule: Pemko 2. Approved Substitutions: Hager, McKinney B. Where there is conflict between scheduled thresholds and details, details shall have precedence. Revise details only if necessary to comply with handicap accessibility requirements. Notify the Architect of such required modifications. 2.13 SILENCERS A. Manufacturers: 1. Listed in Door Hardware Schedule: Trimco 2. Approved Substitutions: Rockwood 2.14 BIFOLD HARDWARE A. Manufacturers: 1. Johnson Hardware 2. Approved Substitutions: Stanley, Hager 2.15 FINISHES A. Exposed surfaces of hardware shall be Brushed Chrome (US26D, 626), unless otherwise indicated. Hardware specified in Satin Stainless Steel shall be provided in stainless steel with no exceptions. PART 3 - EXECUTION 3.01 INSTALLATION A. Install each hardware item in compliance with the manufacturer's instructions, requirements of NFPA 80, UBC, ADA, and Washington State Rules and Regulations for Barrier Free Facilities and recommendations of the DHI. Park 77 Page 6 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 B. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. C. Drill and countersink units that are not factory prepared for fasteners. Space fasteners and anchors in accordance with industry standards. D. Where not factory machined, machine cut for hardware per template, as required. 3.02 ADJUSTING A. Initial Adjustment: 1. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Adjust resilient faced sound stops for continuous contact with door and threshold. Adjust weather-stripping and sweeps to completely seal doors with frames and to adjacent structures. 2. Replace units that cannot be adjusted to operate freely and smoothly as intended for the application made. B. Final Adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, the hardware installer shall return to the work during the week prior to acceptance or occupancy, and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. 3.03 MAINTENANCE A. Approximately six months after the acceptance of hardware in each area, the hardware installer shall: 1. Return to the project and re-adjust every item of hardware to restore proper function of doors and hardware. 2. Consult with and instruct Owner's personnel in recommended additions to the maintenance procedures. 3. Replace hardware items which have deteriorated or failed due to faulty design, materials or installation of hardware units. 4. Prepare a written report of current and predictable problems (of substantial nature) in the performance of the hardware and submit to the Architect. Park 77 Page 7 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 3.04 HARDWARE GROUPS SET#1 UNIT ENTRY 3 Hinges MP79 4 1/2 x 4 1/2 26D MC 1 Deadlock B660P 626 SC 1 Passage Set AL40S SAT 626 SC 1 Wall Bumper 1270WV 630 TR 1 Door Viewer DV-180 626 DJ 1 Gasket S773 D 17' PE 1 Door Shoe 216 AV 36" TKSP8 PE 1 Threshold 272 A 36" FHSL25 PE SET#2 UNIT BEDROOM 3 Hinges MP79 4 1/2 x 4 1/2 26D MC 1 Privacy Set A40 ELA 626 SC 1 Wall Bumper 1270WV 630 TR 3 Door Silencers 1229 GREY TR SET#3 UNIT BATHROOM 3 Hinges MP79 4 1/2 x 4 1/2 26 MC 1 Privacy Set A40 ELA 626/625 SC 1 Wall Bumper 1270WV 629 TR 3 Door Silencers 1229 GREY TR SET#4 SINGLE HINGED UNIT CLOSET 3 Hinges MP79 4 1/2 x 4 1/2 26D MC 1 Passage Set A10 ELA 626 SC 1 Wall Bumper 1270WV 629 TR 3 Door Silencers 1229 GREY TR NOTE: Door stop where there is an adjacent wall. SET#5 EXTERIOR STORAGE SINGLE 3 Hinges MPB79 4 1/2 x 4 1/2 26D MC 1 Lockset ND80PD RHO 626 SC 1 Wall Bumper 1270WV 630 TR 1 Gasket S88 D 17' PE 1 Weatherstrip 18062 CNB 36" TKSP8 PE 1 Raindrip 346 C 40" TKSP8 PE 1 Threshold 172 A 36" FHSL25 PE SET#6 INTERIOR DOUBLE SLIDER 1 Double Slider Door Set 2200 JO 2 Flush Pull 221 B 26D IV Park 77 Page 8 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 SET#7 INTERIOR SINGLE BIFOLD 1 Double Bifold Door Set 1700 JO 2 Flush Pull 221 B 26D IV SET#8 DOUBLE HINGED CLOSET 6 Hinges MP79 4 1/2 x 4 1/2 26D MC 2 Roller Latches 1559 26D TR 2 Pulls 1150 26D TR 2 Door Silencers 1229 GREY TR NOTE: Door stop where there is an adjacent wall. SET#9 EXTERIOR DOUBLE STORAGE 6 Hinges MPB91 4 1/2 X 4 1/2 NRP 32D MC 2 Flush Bolt 3917-12 626 TR 1 Lockset ND80PD RHO 626 Sc 2 Closer PR8501 689 NO 2 Kick Plate KO050 10" x 34" 630 TR 2 Floor Stop 1201 626 TR 2 Weatherstrip 18062 CNB 36" TKSP8 PE 1 Gasket S88 D 20' PE 1 Astragal Gasket S771 D 7' PE 1 Raindrip 346 C 76" TKSP8 PE 1 Threshold 172 A 72" FHSL25 PE SET#10 LOBBY ENTRY 3 Hinges MPB91 4 1/2 X 4 1/2 NRP 32D MC 1 Exit Device ED5200 x TH957 630 YA 1 Closer PR8501 689 NO 1 Kick Plate KO050 10" x 34" 630 TR 1 Floor Stop 1201 626 TR 1 Gasket S88 D 17' PE 1 Weatherstrip 18062 CNB 36" TKSP8 PE 1 Raindrip 346 C 40" TKSP8 PE 1 Threshold 172 A 36" FHSL25 PE SET #11 INTERIOR STORAGE 3 Hinges MPB79 4 1/2 x 4 1/2 NRP 26D MC 1 Lockset AL70PD SAT 626 Sc 1 Wall Bumper 1270WV 630 TR 3 Door Silencers 1229 GREY TR SET#12 EXTERIOR DOUBLE DOOR 6 Hinges MPB91 4 1/2 X 4 1/2 NRP 32D MC 1 Removable Mullion 907 USP CR Park 77 Page 9 of 10 June 8, 2016 FINISH HARDWARE SECTION 087100 1 Exit Device ED5200 x TH957 630 CR 1 Exit Device ED5200 x TH950 630 CR 2 Closers PR8501 689 NO 2 Kickplates K005010x34 630 TR 1 Threshold 272A AL PK 2 Weatherstrip 18062 CNB 36" TKSP8 PE 2 Meeting Stiles 29324CNB AL PK 2 Floor Stops 1201 626 TR 1 Gasket S88 D 20' PE 1 Raindrip 346 C TKSP8 AL PE SET#13 COMMUNITY ROOM 3 Hinges MPB79 4 1/2 x 4 1/2 26D MC 1 Exit Device ED5200 x TH957 630 CR 1 Closer PR8501 689 NO 1 Kickplate K005010x34 630 TR 1 Wall Bumper 1270WV 630 TR 3 Door Silencers 1229 GREY TR SET#14 PUBLIC RESTROOM 3 Hinges MPB79 4 1/2 x 4 1/2 26D MC 1 Push Plate 1001-3 630 TR 1 Pull Plate 1018-3 630 TR 1 Closer PR8501 689 NO 1 Kickplate K005010x34 630 TR 1 Wall Bumper 1270WV 630 TR 3 Door Silencers 1229 GREY TR SET#15 INTERIOR OFFICE 3 Hinges MPB79 4 1/2 x 4 1/2 NRP 26D MC 1 Lockset OFFICE FUNCTION 626 SC 1 Wall Bumper 1270WV 630 TR 3 Door Silencers 1229 GREY TR END OF SECTION 087100 Park 77 Page 10 of 10 June 8, 2016 GLAZING SECTION 088000 SECTION 088000-GLAZING 1. GENERAL 1.1. Drawings and general provisions of the Contract, including General, Supplementary Conditions and Division 01 Specification Sections apply to this Section. 1.2. SUMMARY 1. Section Includes but is not limited to: 1. Glazing for windows, storefronts, entrances, sliding doors, vision lights and other glazed assemblies. 2. Single glazing and sealed insulating glass units. 3. Low E coatings. 4. Setting and glazing materials and accessories. 5. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 055000- Metal Fabrications 3, Section 078000- Fire and Smoke Protection 4. Section 079000-Joint Protection 5. Section 081100- Metal Doors and Frames 6. Section 081400-Wood Doors 7. Section 083100-Access Doors and Panels 8. Section 084200- Entrances 9. Section 084313 -Aluminum-Framed Storefronts 10. Section 085300- Plastic Windows 11. Section 087100- Door Hardware 12. Section 099000- Painting and Coating 13. Section 101400- Signage 14. Section 121000 -Window Blinds 1.3. REFERENCES 1. Reference Standards: Current edition at date of Bid. 2. American National Standards Institute (ANSI): ANSI Z 97.1a - Glazing Methods of Test for Safety. 3. American Society for Testing and Materials (ASTM): 1. ASTM C 864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers 2. ASTM C 1036 - Standard Specification for Flat Glass 3. ASTM C 1048 - Standard Specification for Heat Treated Flat Glass-Kind HS, Kind FT Coated and Uncoated Glass 4. ASTM C1172- Standard Specification for Laminated Architectural Flat Glass 5. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials 6. ASTM E 152 - Methods of Fire Tests of Door Assemblies 7. ASTM E 163 - Methods of Fire Tests of Window Assemblies 4. Consumer Product Safety Commission (CPSC): CPSC 16-CFR-1201- Safety Glazing. 5. Glass Association of North America: 1. GANA- FGMA Sealant Manual. Park 77 Page 1 of 5 June 8, 2016 GLAZING SECTION 088000 2. GANA- Glazing Manual. 3. GANA- Laminated Glass Design Guide. 6. Sealed Insulating Glass Manufacturers Association (SIGMA): Recommended Practices for Vertical and Basic Field Glazing of Organically Sealed Insulating Glass Units 1.4. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Glass types and glazing compounds. Include performance charts showing transmittance and shading characteristics. 3. Samples: Glass Types: Each type including single light, insulating units, safety, obscure glass, colored glass, and as specified for Project. Make samples not less than 8 inch square; obtain approval before proceeding. 4. Manufacturer's Instructions: Installation instructions and requirements, special procedures, and perimeter conditions requiring special attention for fire-rated glazing systems. 1.5. QUALITY ASSURANCE 1. Allowable Tolerances: Thickness of glass specified is nominal. Provide glass manufactured to tolerances listed in GANA- FGMA Manual. 2. Perform Work in accordance with GANA- FGMA Glazing Manual, GANA Sealant Manual, and GANA Laminated Glass Design Guide for glazing installation methods. 3. Quality and Dimensional Requirements: ASTM C 1036, ASTM C 1048, Q3 Glazing, Select Quality, or Better. 4. Low E Coatings: Supply by single manufacturer for each performance value required. Supply with color rendition between glass units having no apparent difference in reflectivity, hue, and shade when viewed from outside building and when viewed through adjacent windows in same room. 5. Labels: Removable. 1.6. REGULATORY REQUIREMENTS 1. Comply with Regulatory Requirements specified by Division 01 Quality Control. 2. Safety Glazing: Conform to IBC Section 2406 for locations within doors, windows, and other openings specified by Sections related to work of this Section. 1.7. PROJECT SITE CONDITIONS 1. Environmental Conditions: Do not install glazing when ambient temperature is less than 50 degrees F. 2. Maintain minimum ambient temperature before, during, and for 24 hours after installation of glazing compounds. 1.8. WARRANTY 1. Provide Warranties under provisions of Division 01 Warranties and Bonds. 2. Sealed Insulating Glass Units: Provide manufacturer's 10 year Warranty against failure of hermetic seal, including inter-pane dusting or misting, other than through glass breakage. 3. Laminated Glass: Manufacturer 10 year warranty against de-lamination. 4. Replace units failing to comply at no additional cost to the Owner, including labor and materials, within 45 working days after receipt of written notice. Park 77 Page 2 of 5 June 8, 2016 GLAZING SECTION 088000 2. PRODUCTS 2.1. MANUFACTURERS 1. Substitution Requests to Specified Products: Conform to provisions of Division 01 Product Requirements. 2.2. CLEAR FLOAT GLASS 1. ASTM C1036, Type 1 transparent flat, Class 1- clear, Quality q3 - glazing select. 2.3. OBSCURE GLASS 1. Clear float glass with heavy frost sandblast pattern, or as accepted by Architect. 2.4. HEAT STRENGTHENED GLASS 1. Provide in lieu of float glass to meet performance and code requirements. 2. Clear Untinted, Uncoated Glass: ASTM C1048, Kind HS Condition A, Type I, Class 1 -clear, Quality q3 - Glazing Select. 2.5. SAFETY GLASS 1. Tempered Safety Glass: ANSI Z97.1 and CPSC 16 CFR-120, 1/4 inch thick, clear tempered with horizontal tempering. 2. Laminated Safety Glass: 1. Glass Thickness: 1/4 inch thick clear float glass, laminated to 1/8 inch thick clear float glass. Nominal 3/8 inch total thickness. 2. Plastic Interlayer: Polyvinyl butyral conforming to ASTM C 1172, Kind LHS, Safety Rated, ANSI Z97.1, and CPSC 16 CFR-1201. 1. Vertical Glass: Minimum 0.030 thick. 2. Horizontal Glass: Minimum 0.060 inch thick. 2.6. SEALED GLASS INSULATING ASSEMBLIES 1. Sealed Insulating Glass Units: 1. Dual sealed (polyisobutylate primary seal and silicone secondary seal), double glazed units with air space, filled with moisture absorbing desiccant, between two panes of clear float glass or safety glass as required for installation. 2. Spacer bars of clear anodized aluminum or stainless steel, mitered and spigot corners, conforming to SIGMA recommendations. 3. Spacer bars conforming to PPG Intercept, warm edge technology accepted. 2.7. LOW EMMISIVITY COATING (LOW E) 1. Base Bid: (all windows with Dual Glazing): Sputter coating, clear, locate on number 2 surface. 1. Products: PPG Solar Control Low-E Clear Insulating Glass — Solar ban 60 Clear Coating, with Intercept spacer and argon gas fill (or approved equal). 2. Visible Light Transmittance: 71 percent. 3. Solar Heat Gain Coefficient (SHGC): 0.39. 4. Shading Coefficient: 0.44. 5. Winter U-Value: 0.28. 6. Outdoor Visible Light Reflectance: 12 percent 2.8. SETTING AND GLAZING MATERIALS 1. Setting Blocks: Neoprene, EPDM, or silicone; tested for compatibility with glazing compound; of 70 to 90 Shore A Durometer hardness. Park 77 Page 3 of 5 June 8, 2016 GLAZING SECTION 088000 2. Spacer Shims: Neoprene, 50 to 60 Shore A Durometer hardness, minimum 3 inch long by one half the height of the glazing stop by thickness to suit application, self adhesive on one face. 3. Glazing Tape: 1. Preformed butyl compound with integral resilient tube spacing device, 10 to15 Shore A Durometer hardness, coiled on release paper, size and thickness as required for conditions of installation, black color. Butyl glazing tape not accepted in fire rated glass installations. 2. Closed cell polyvinyl chloride (PVC)foam, coiled on release paper over adhesive on two sides. Maximum water absorption by volume of two percent. 4. Glazing Clips: Manufacturer's standard type. 5. Silicone Glazing Sealant: Single component, chemical curing, capable of water immersion without loss of properties, non-staining, cured Shore A hardness of 15- 25, compatible with insulating unit edge seal, and as specified Section 079000. 6. Glazing Compound: DAP 33 Glazing Putty, knife grade, premixed, specified for type and quality. 7. Fire Rated Glazing Sealant: Pemko FG3000 FireGlaze with FireGlaze linear square spacers to ensure thickness of installation. 3. EXECUTION 3.1. EXAMINATION 1. Verify installation conditions as satisfactory to receive work of this Section. Do begin before correction of unsatisfactory conditions. 2. Verify and document type, size, thickness, and design of glass units, including dimensions, tolerances, glazing pockets,jamb and seismic blocking, glass edge clearance, and frame lap. 3.2. PREPARATION 1. Field Measurements: Measure actual installation before cutting and fabricating. 2. Clean contact surfaces with solvent and wipe dry. 3.3. GLAZING, GENERAL 1. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. 2. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation. 3. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. 4. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant-substrate testing. 5. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. 6. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. Park 77 Page 4 of 5 June 8, 2016 GLAZING SECTION 088000 7. Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm) as follows: 1. Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements. 2. Provide 1/8-inch (3-mm) minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape. 8. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. 9. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. 3.4. ADJUSTING 1. Replace glass damaged during construction period at no additional cost to Contract Sum. 3.5. CLEANING 1. After certificate of occupancy has been issued, remove all applied labels, and clean windows thoroughly, leaving no remaining residue. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 GYPSUM BOARD SECTION 092900 SECTION 092900- GYPSUM BOARD 1. GENERAL 1.1. SUMMARY 1. Section Includes but is not limited to: 1. Gypsum board wall, ceiling and soffit systems. 2. Exterior gypsum wall and soffit sheathing board systems. 3. Level of finish for gypsum board surfaces. 4. Trim accessories, control joints, fasteners, self-adhering tape, fiberglass tape, joint compound and sealants. 5. Refer to Section 072500 Weather Barriers for weather resistive barrier and vapor barrier. 6. Refer to Section 072100 Thermal Insulation for vapor barrier assembly. 7. Refer to Section 074646 and Section 077000 for soffit vents and louvers. 8. All accessories and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000-Cast-In-Place Concrete 3. Section 035412-Gypsum Cement Underlayment 4. Section 055000- Metal Fabrications 5. Section 055200- Metal Railings 6. Section 061000- Rough Carpentry 7. Section 062000- Finish Carpentry 8. Section 072100-Thermal Insulation 9. Section 072500-Weather Barriers 10. Section 078000- Fire and Smoke Protection 11. Section 079000-Joint Protection 12. Section 081100- Metal Doors and Frames 13. Section 083100-Access Doors and Panels 14. Section 084200- Entrances 15. Section 084313-Aluminum-Framed Storefronts 16. Section 085300- Plastic Windows 17. Section 095100-Acoustical Ceilings 18. Section 095600- Resilient Flooring 19. Section 096800-Carpeting 20. Section 097200-Wall Coverings 21. Section 099000- Painting and Coating 22. Section 101100-Visual Display Surfaces 23. Section 101400-Signage 24. Section 102800-Toilet, Bath and Laundry Accessories 25. Section 108000-Other Specialties 26. Section 112333-Coin-Operated Laundry Equipment 27. Section 113000- Residential Equipment 28. Section 121000-Window Blinds 29. Section 123200- Manufactured Wood Casework 30. Division 21 Fire Suppression 31. Division 22 Plumbing 32. Division 23 Heating, Ventilating, and Air Conditioning 33. Division 26 Electrical 34. Division 27 Communications 35. Division 28 Electronic Safety and Security Park 77 Page 1 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 1.2. REFERENCES 1. Reference Standards: Current edition at date of Bid. 2. ASTM International (ASTM): 1. ASTM B 117 - Practice for Operating Salt Spray (Fog)Apparatus. 2. ASTM C 79 -Test Method for Gypsum Sheathing Board. 3. ASTM C 1002 - Standard Specifications for Steel Drill Screws for application of Gypsum Board. 4. ASTM C 1177 - Standard Specification for Glass Mat Water-Resistant Gypsum Backing Panel. 5. ASTM C 1278 - Standard Specification for Fiber-Reinforced Gypsum Panels. 6. ASTM C 1396 - Standard Specification for Gypsum Board. 7. ASTM C 630 - Standard Specification for Water-Resistant Gypsum Board Backing 8. ASTM C 840 - Standard Specification for Application and Finishing of Gypsum Board 9. ASTM C 1002 - Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs 10. ASTM E 136 -Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 Degrees C. 11. ASTM E 84 - Test Method for Burning Characteristics of Building Materials. 12. ASTM E 119 -Test Methods for Fire Tests of Building Construction and Materials. 3. Gypsum Association (GA): 1. GA-201 - Gypsum Board for Walls and Ceilings. 2. GA-214 - Recommended Levels of Levels of Gypsum Board Finish. 3. GA-216 - Specifications for the Application and Finishing of Gypsum Board. 4. GA-226 -Application of Gypsum Board to Curved Surfaces. 5. GA-253 - Recommended Specifications for Application of Gypsum Sheathing. 6. GA-236 - Joint Treatment under Extreme Weather Conditions. 7. GA-600 - Fire Resistance Design Manual. 4. Northwest Wall and Ceiling Bureau (NWCB), http://www.nwcb.org . 1. NWCB GWB-2 - Recommended Procedure for Judging Gypsum Wallboard. 2. NWCB GWB-1 - Guide Specification for Gypsum Wallboard. 3. NWCB GWB-4 - Installation of Control Joints in Interior Construction. 4. NWCB GP-5 - Installation of Control Joints in Interior Construction. 5. NWCB 301 - Recommended Applications of Gypsum Board. 6. NWCB 302 - Installation of Gypsum Board for Fire Rated Partitions. 7. NWCB 303 - Field Technical Information -Gypsum Wallboard and Winter Weather. 8. NWCB LFGB 398 - Recommended Levels for Finishing of Gypsum Board. 1.3. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Manufacturer's published descriptive literature for gypsum board types, exterior gypsum sheathing board types, including material composition, thickness, sizes, fire resistance, trim accessories, and control joints pertinent to this Section. 3. Test Data: UL or WHI Design for each proprietary fire-resistive wall and ceiling assembly listing manufacturers and products. Unlisted manufacturers and products not accepted. 4. Sample Warranty: Meet or exceed provisions specified by this Section. Park 77 Page 2 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 1.4. QUALIFICATIONS 1. Installer: 1. Company specializing in work of this section with minimum 5 years documented experience in commercial quality work of comparable scope. 2. Recommended as qualified installer by NWCB prior to Bid, or accepted by Architect. 1.5. REGULATORY REQUIREMENTS 1. Conform with Section 014500 for code compliance requirements related to this Section. 2. Conform to requirements for tested fire rated assemblies. 1. GA 600, Fire Resistance Design Directory. 2. UL, Fire Resistance Directory, or Intertek Testing Services (WHI). 3. IBC, including Chapter 7. 4. ICBO, Evaluation Reports and Standards. 3. Conform to IBC for fire rated assembly. 1.6. PERFORMANCE REQUIREMENTS 1. Fire Resistance: 1. Noncombustible, ASTM E 136. 2. Flamespread 0 and smoke developed 0, ASTM E 84. 3. One hour Fire Rated system, UL Fire Resistance Directory Labeled, tested to ASTM E 119. 2. Moisture Resistance: Surface water absorption 0.73, and humidified deflection 1/8 inch, ASTM C 79. 3. The Contractor is responsible for performing a Moisture Test prior to installation of insulation, vapor barrier assembly and gypsum board systems. Should the test result in unsatisfactory conditions, the Contractor will be required to post-pone installation of these systems and take measures necessary to dry-out the existing systems/facility. The Contractor shall be responsible for all necessary re-tests until satisfactory moisture conditions are met. The Contractor is financially responsible for securing a third party to perform such Moisture Test(s). 1.7. DELIVERY, STORAGE, AND HANDLING 1. In accordance with Division 01 Product Requirements and manufacturer's instructions. 2. Deliver materials in original unbroken containers or bundles bearing name of manufacturer and brand. 3. Immediately upon delivery to job site, place materials in area protected from weather. 4. Stack flat above ground on framework or blocking and cover with protective waterproof covering under cover, protected from moisture and weather conditions. 5. Handle to prevent breaking of gypsum panels and edges. 6. Verify products undamaged before acceptance at Project Site. 1.8. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 2. Coordinate with Wall Type Schedule, Section 095100 for gypsum board systems used in conjunction with work of this Section. 1.9. WARRANTY 1. Conform to Warranty provisions specified Division 01 Warranties and Bonds. 2. Manufacturer's standard minimum 6 month Warranty against damage due to weather exposure (exterior gypsum sheathing board only). Park 77 Page 3 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 3. Manufacturer's standard minimum 10 year Warranty against manufacturing defects. 2. PRODUCTS 2.1. MANUFACTURERS 1. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include (for gypsum board and related products): 1. American Gypsum Co. 2. G-P Gypsum Corp. 3. National Gypsum Company 4. United States Gypsum Co. (USG), http://www.usq.com 5. Georgia Pacific Corp. (http://www.gp.com/gypsum) 6. Substitution Requests: Submit for approval under provisions of Section 012531 2.2. GYPSUM MATERIALS 1. Gypsum Board: Conform to ASTM C 1396. 1. Ends square cut and long edges tapered. 2. Non-Rated Assemblies: 5/8 inch. 3. Fire Rated Assemblies: 5/8 inch, meet or exceed Type X. UL labeled and ICBO approved for fire resistive systems. 2. Water-Resistant Board: 1. Glass-Mat, Water-Resistant Backing Board: ASTM C 1178/C 1178M. 1. Available Product: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, "Dens-Shield Tile Backer" manufactured by G-P Gypsum Corp. 2. Thickness: 5/8". 3. Install at ceiling and wall surfaces of all Restrooms,Bathrooms, Laundry Rooms and wet areas. 3. Cementitious Backer Units: ANSI Al 18.9. 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Custom Building Products; Wonderboard. 2. United States Gypsum Co.; DUROCK Cement Board. 2. Thickness: 5/8". 2.3. TEXTURE FINISH: Where indicated for Texture Finish, provide the following: 1. Aggregate Finish: Water-based,job-mixed, aggregated, drying-type texture finish for spray application. 2. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. USG Corporation; SHEETROCK Wall and Ceiling Spray Texture (Aggregated). 2. Texture: Light spatter. 2.4. ACCESSORIES 1. Joint Materials: As recommended by gypsum board manufacturer for intended purpose. 1. Conform to GA-201 and GA-216 for reinforcing tape,joint compound, adhesive, and water. 2. Do not use topping compounds for embedding tape or as first coat over trims and fasteners. 2. Resilient Channels: 25 gauge electro-galvanized steel. Deitrich Industries RC Deluxe single leg resilient channel or approved equal that has been tested to meet the STC assembly in the Drawings. Park 77 Page 4 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 3. Thermal and sound-attenuation insulation: As specified Section 072100. 4. Joint Sealant at Exposed Joints: Paintable, Non-setting, non-staining, and as specified Section 079000. 5. Firestopping and Smoke Sealants: As specified Section 078000 Thermal Insulation. 6. Acoustical Sealant at Concealed Joints: 1. Synthetic Rubber Joint Sealant: Single component, non-skinning, non-hardening, 90 percent solids, acoustical properties tested to ASTM D 217. 1. Pecora, BA-98. 2. Tremco, Acoustical Sealant. 2. Install 2 beads under steel stud framing channel and wood plates and into 1/2 inch space between top of floor and bottom of gypsum board and plaster systems. 7. Vapor Barrier: Refer to Section 072100 Thermal Insulation. 2.5. TRIM 1. Provide trim shapes as required to cover and make neat edges. 2. Paper Faced Metal Bead and Trim: USG Beadex, electro-galvanized steel with paper face and flanges, specified for type and quality. 1. Outside corner beads 2. Inside corners. 3. L-type edge trim. 4. J-shaped edge trim 3. Metal Trim Shapes: USG specified for type and quality. 1. Galvanized steel Expanded Flange Corner Bead, L-Trim, and J-Trim 2. Galvanized one-piece L-Trim, and J-Stop. 3. Zinc Control Joint No. 093. 2.6. FASTENERS 1. Screws, U.S. Gypsum, or approved, conforming to ASTM C1002. Bugle or pan head, and lengths as required for securing materials in place. 1. Wood Framing and Backing: Type W. 2. Light Gauge Metal Framing: Type S. 3. 18 Gauge or Heavier Metal Framing: Type S-12. 2. Pneumatic Fasteners: ET&F Fastening Systems, Inc. (http://www.etf-fastening.com), AGS-100 Series, pneumatically driven knurled shank hardened steel pins. 1. Minimum 0.100 inch diameter. 2. Length to penetrate minimum 1/4 inch beyond steel stud framing. 3. Aericote 1000 corrosion-resistant coating. 2.7. EXTERIOR GYPSUM MATERIALS 1. Exterior Gypsum Wall Sheathing Board: 1. Dens-Glas Gold Fireguard Sheathing, Type X, 5/8 inch thick, 4 foot by 8 foot, meeting or exceeding ASTM C 1177. 1. Core: Silicon treated water-resistant gypsum. 2. Facing: Inorganic glass mat both sides. 3. Coating: Yellow colored, alkali resistant on outside face of panel. 2. United States Gypsum (USG), FIBEROCK Aqua-Tough Sheathing, Type X, 5/8 inch thick, meeting or exceeding ASTM C 1278. Un-faced homogeneous fiber- reinforced synthetic gypsum panel with water-repellant coating on both surfaces. 2. Exterior Gypsum Soffit Sheathing Board: 1. U.S. Gypsum "Exterior Ceiling Board", SW edge, gypsum fiber panels or approved. Park 77 Page 5 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 1. Thickness: 5/8" unless noted otherwise. 2. Provide Type X where indicated and as required for fire resistant rated assemblies. 3. Fasteners: 1. Steel Drill Screws: ASTM C 1002, self drilling, minimum 1-1/4 inch long, bugle head, corrosion-resistant polymer coating, conforming to ASTM B 117. 2. Screws at Steel Framing: Type S, in lengths required to penetrate 3/8 inches beyond steel stud framing. 3. Pneumatic Fasteners: ET&F Fastening Systems, Inc. (http://www.etf- fastening.com), AGS-100 Series, pneumatically driven knurled shank hardened steel pins. 1. Minimum 0.100 inch diameter. 2. Length to penetrate minimum 1/4 inch beyond steel stud framing. 3. Aericote 1000 corrosion-resistant coating 4. ICBO ES Report ER-5585. 4. Exterior Gypsum Wall Sheathing Accessories: 1. Vapor Barrier Tape: Refer to Section 072500 Weather Barriers. 2. Building Paper: Refer to Section 072500 Weather Barriers. 5. Exterior Gypsum Soffit Sheathing Board Accessories: 1. Metal Trim at Control Joints: No. 093 with 3/32 inch grounds, zinc alloy. 2. Joint Tape: Self adhering, 2 inch wide by 10 by 10 glass mesh tape. 3. Joint Compound: Chemically curing type. Water based type not permitted. Georgia Pacific, Speed Set, specified for type and quality. 4. Soffit Vents: Refer to Section 074646 and Section 077000. 3. EXECUTION 3.1. EXAMINATION 1. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. 2. Verify framing systems, including backing, insulation, vapor barriers, work of Division 15 and 16, and other systems ready for work of this Section. 3. Verify building fully enclosed and dry. 1. Do not begin work until building envelope is fully enclosed and temperature, ventilation, and humidity are controlled. 2. Do not begin work under conditions that gypsum board installation may be exposed to water contact. 4. Contractor to achieve satisfactory Moisture Test results prior to beginning installation of the Work of this Section. 3.2. PREPARATION 1. Protect surrounding areas and surfaces to preclude damage. 2. Avoid soiling, spatter, and damage to work of other trades. Use cover cloths, or other means of protection. Remove, clean, and repair soiled or damaged work. 3.3. GYPSUM BOARD INSTALLATION 1. Install in accordance with ASTM C 840, GA-216, NWCB 301, NWCB 302, NWCB 303, and manufacturer's instructions. Where in conflict verify with Architect before beginning work. 2. Corner Trim: Reinforce external corners with specified corner beads. 3. Edge Trim: Install square edged metal trim bead at exposed edges and boundaries of areas and where abutting dissimilar materials. Park 77 Page 6 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 4. Control Joints: Conform to NWCB GWB-5 and GA-234, except as otherwise indicated. Verify that required double framing is in place before installing control joints. 1. Door and Relite Openings: Install control joints at each side of door and relite opening and at both sides of wall. 2. Continuous Wall Planes: Not to exceed 30 lineal foot. 3. Ceilings: Not to exceed 50 lineal foot. Area not to exceed 2500 square foot. 4. Joints with Other Materials: Install where gypsum board meets other materials such as masonry, concrete, plaster, and/or veneer plaster. 5. Other Trim: Install as indicated or required for complete and finished installation. 6. Panel Joints: 1. Layout: Design to reduce joints to minimum. 2. Install board in maximum lengths to minimize horizontal and vertical joints. 3. Start installation of panels at exterior wall to position butt joints as far away from exterior wall as possible. 4. Place edges in contact and fit neatly, without forcing into place. 5. Stagger joints on opposite sides of partitions and on same side of wall surface at adjacent joints. 6. Maintain 1/2 inch clearance from bottom of wall panel and top of floor. Seal with acoustical sealant. 7. Single Layer Systems: Install in accordance with ASTM C 840. Where modified, amended, or required by fire resistive or sound isolation system, conform to the requirements of the manufacturer's tests, as approved. 8. Double Layer Systems: Install in accordance with ASTM C 840, including System VIII for double layer gypsum wallboard installations applied with screws. Conform to required fire resistance standards. 9. Moisture Resistant Gypsum Board: Install at restrooms,janitorial closets, and areas where moisture is present. Do not install as backer board for tub surrounds. 10. Joint Sealant and Acoustical Sealant: Install to completely fill void between wallboard edges and adjacent surface. 11. Firestopping and Smoke Sealants: Install in accordance with Section 07840. 12. Mechanical and Electrical: Coordinate with Division 15 and Division 16. Provide for installations and penetrations of ductwork, equipment, receptacles, and other work. 3.4. WATER-RESISTANT BACKER BOARD INSTALLATION 1. Provide Water-Resistant Backer Board at all tub surrounds for plastic laminate finish. 3.5. TRIM AND JOINT FINISHING 1. Joints and Interior Angles: Embed tape in joint compound and apply three separate coats of joint compound over joints, angles, fastener heads, and accessories. Tool joint compound smooth and free of tool marks and rides. 1. Center reinforcing tape over joint and coat into compound leaving approximately 1/64 inch to 1/32 inch under tape to provide proper bond. 2. Follow with skim coat to embed tape, but not to function as second coat. 3. Allow embedding coat to thoroughly dry prior to application of second coat. 4. Allow second coat to thoroughly dry. 5. Apply third coat evenly over and extending beyond second coat on joints, feathering to smooth uniform finish. 2. Beads, Trim, Fastener and Joint Depressions: 1. Cover with three coats of taping and joint compound. Apply in different directions making smooth transitions with adjacent surfaces. 2. Allow sufficient drying time between coats. 3. Leave depressions flush with surface plane. Park 77 Page 7 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 3.6. LEVELS OF FINISH 1. Conform to NWCB GWB-3, GA-214, ASTM C 840, and provisions of Contract Documents. 2. Level 0 Finish: Accepted at walls not required to be fire-resistive construction at unfinished spaces. 3. Level 1 Finish: 1. Apply to fire-resistive wall construction in unfinished spaces as shown on Drawings. 2. Fire tape by embedding tape in joint compound at joints and angles. 3. Tool and ridge marks are accepted. 4. Level 3 Finish: Apply to mechanical and electrical utility areas not scheduled for paint finish. 1. Fire tape by embedding tape in joint compound at joints and angles. 2. Apply two separate applications over taped joints and fastener heads. 3. Apply one coat over accessories. 4. Surfaces free of excess compound. 5. Tool and ridge marks not accepted. 5. Level 4 Finish: Apply as standard Level of Finish for Project, except where otherwise specified. Apply to all rooms receiving paint finish and not subject to critical light reflection. 1. Sand between coats and after final coat, do not scuff paper, repair blemishes and joint ridges. 2. After final sanding, wipe drywall surfaces with a damp sponge to remove dust and particles. 3. Finish uniformly smooth, ready for paint finish or as substrate for other finishes. 6. Texture Finish: Apply to walls and ceilings of residential housing units (Buildings B — F). Do not apply to Community Room spaces (Building A). 1. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes. Apply primer to surfaces that are clean, dry, and smooth. 2. Texture Finish Application: Mix and apply finish using powered spray equipment, to produce a uniform texture free of starved spots or other evidence of thin application or of application patterns. 3. Prevent texture finishes from coming into contact with surfaces not indicated to receive texture finish by covering them with masking agents, polyethylene film, or other means. If, despite these precautions, texture finishes contact these surfaces, immediately remove droppings and overspray to prevent damage according to texture-finish manufacturer's written recommendations. 3.7. EXTERIOR GYPSUM SHEATHING INSTALLATION 1. Conform to GA-253 and manufacturer's instructions. Where in conflict with Contract Documents, verify with Architect before beginning work. 2. Install with long dimensions horizontal. Abut ends of sheathing at center of supports. Stagger end joints. 3. Fasten gypsum sheathing board with screws or pneumatic pin fasteners. Space at 8 inch or 6 inch on center at panel perimeters and panel field, conforming to manufacturer's instructions. Set heads flush with sheathing board into solid bearing spaced at maximum 24 inch on center. 4. Drive fasteners to bear tightly against and flush with panel surface. Do not countersink. 5. Do not locate perimeter fasteners closer than 3/8 inch from panel edges and ends. Park 77 Page 8 of 9 June 8, 2016 GYPSUM BOARD SECTION 092900 3.8. EXTERIOR GYPSUM SOFFIT SHEATHING BOARD INSTALLATION 1. Install double layer staggered panels for fire-resistive 1 hour rated assembly. 2. Fasten gypsum sheathing board with screws or pneumatic pin fasteners. Space at 8 inch or 6 inch on center at panel perimeters and panel field, conforming to manufacturer's instructions. Set heads flush with sheathing board into solid bearing spaced at maximum 16 inch on center. 3. Control Joints: Install at designated locations at outside panel, as accepted by Architect. 1. Do not to exceed 50 linear feet or 2500 square feet. 2. Verify double framing in place before installing control joints. 4. Apply fiberglass joint tape at joints and embed with chemically curing joint compound. 5. Skim surface with chemically curing joint compound for smooth finish ready for painting specified Section 099000. 3.9. TOLERANCES 1. Shim panels as necessary to conform to tolerances. 2. Between Board Faces: 1/16 inch offset. 3. Plane, Level, Warp, and Bow: 1/8 inch in 8 foot. 3.10. ADJUSTING 1. Remove and replace following gypsum board installations: 1. Board in contact with water for over 18 hour time period. 2. Gypsum core exhibiting dampness or water intrusion. 3. Facing paper exhibiting de-lamination. 4. Facing or core exhibiting mold growth or turning black. 5. Board sagging or warped. 6. Board directly exposed to water determined to be contaminated. 3.11. CLEANING 1. Clean beads, screeds, metal base, metal trim, mechanical and electrical items, and other work. 2. Wipe clean, leaving work ready for finish specified under other Sections. 3. As work is completed in each space, clean all rubbish, utensils, and surplus materials from the space. Leave floors broom-clean. END OF SECTION Park 77 Page 9 of 9 June 8, 2016 ACOUSTICAL CEILINGS SECTION 095100 SECTION 09500 —ACOUSTICAL CEILINGS 1. GENERAL 1.1. GENERAL: Comply with general provisions of the Contract, including General, Supplementary, and other Conditions, and with Division - 01 Specification Sections. 1.2. DESCRIPTION OF WORK INCLUDES BUT IS NOT LIMITED TO: 1. Extent of each type of acoustical ceiling is shown and scheduled on drawings. 2. Types of acoustical ceilings specified in this section include the following: 1. Acoustical panel ceilings; exposed suspension. 2. Acoustical tile ceilings; glue-up. 3. All associated attachments and accessories necessary to provide a complete installation. 3. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 1.3. RELATED WORK: 1. Division 01 General Requirements 2. Section 055000— Metal Fabrications 3. Section 061000— Rough Carpentry 4. Section 062000— Finish Carpentry 5. Section 072100—Thermal Insulation 6. Section 078000— Fire and Smoke Protection 7. Section 079000—Joint Protection 8. Section 092900— Gypsum Board 9. Section 099000— Painting and Coating 10. Section 101400— Signage 11. Division 21 Fire Suppression 12. Division 22 Plumbing 13. Division 23 Heating, Ventilating, and Air Conditioning 14. Division 26 Electrical 15. Division 27 Communications 16. Division 28 Electronic Safety and Security 1.4. QUALITY ASSURANCE 1. Manufacturer - As listed in Part 2 2. Installer- The acoustical ceiling installer shall be currently app4roved by the Manufacturer, and have experience of at least three (3) years installing the selected system. 1.5. REFERENCES: In addition to complying with all pertinent codes and regulations: 1. ASTM C635: Metal suspension for acoustical tile and lay-in panel ceilings. 2. ASTM C636: Installation for metal ceiling suspension systems for acoustical tile and lay-in panels. 1.6. SUBMITTALS: 1. Product Data: Submit manufacturer's technical data for each type of acoustical ceiling unit and suspension system required. 2. Samples for Initial Selection Purposes: Submit manufacturer's standard size samples Park 77 Page 1 of 4 June 8, 2016 ACOUSTICAL CEILINGS SECTION 095100 of acoustical units, but not less than 6" square, and of exposed ceiling suspension members including wall and special moldings. Provide samples showing full range of colors, textures and patterns available for each type of component required. 3. Certificates: Submit certificates from manufacturers of acoustical ceiling units and suspension systems attesting that their products comply with specification requirements. 4. Provide calculations and layout drawings of seismic bracing. Coordinate with mechanical, electrical and structural work. 1.7. COORDINATION OF WORK: Coordinate layout and installation of acoustical ceiling units and suspension system components with other work supported by or penetrating through, ceilings, including light fixtures, HVAC equipment, fire-suppression system components (if any), and partition system (if any). 1.8. DELIVERY, STORAGE, AND HANDLING: 1. Deliver acoustical ceiling units to project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination or other causes. 2. Before installing acoustical ceiling units, permit them to reach room temperature and stabilized moisture content. Do not allow products to become wet or damp. 3. Handle acoustical ceiling units carefully to avoid chipping edges or damaging units in any way. 4. Replacements - In the event of damage, including water intrusion, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 1.9. PROJECT CONDITIONS: 1. Space Enclosure: Do not install interior acoustical ceilings until space is enclosed and weatherproof, wet-work in space is completed and nominally dry, work above ceilings completed, and until ambient conditions of temperature and humidity will be continuously maintained at values near those indicated for final occupancy. 1.10. EXTRA MATERIALS: 1. Deliver extra materials to Owner. Furnish extra materials described below matching products installed, packaged with appropriate labels. 2. Acoustical Ceiling Units: Furnish quantity of full size units equal to 2.0% of amount installed. 2. PRODUCTS 2.1. ACOUSTICAL CEILING UNITS: 1. Approved Manufacturers include, but are not limited to: 1. Armstrong. 2. U.S. Gypsum. 3. Conwed. 2. TYPES: 1. ACU No. 2: Armstrong mineral fiber ceiling panel, "Second Look II", No. 2767 - White, 24" x 48" x W angled (200) tegular edges, non-directional "Cortega" surface pattern, NRC .55, Class A-25 Flame Spread. Park 77 Page 2 of 4 June 8, 2016 ACOUSTICAL CEILINGS SECTION 095100 2. Color and finish to be selected by Architect. 2.2. METAL SUSPENSION SYSTEMS 1. Suspension system to be of the same Manufacturer as the acoustical ceiling units. 2. Standard for Metal Suspension Systems: Provide metal suspension systems of type, structural classification and finish indicated which comply with applicable ASTM C 635 requirements. 1. Armstrong Prelude 15/16" Exposed Tee System, Heavy Duty Grid, or approved. 2. Comply with latest IBC and CISCA requirements, including a 2" perimeter angle, stabilizer bars and lateral restraint. 3. Finishes and Colors: Provide manufacturer's standard factory-applied finish for type of system indicated. For exposed suspension members and accessories with painted finish, provide color indicated or, if not otherwise indicated, as selected by Architect from manufacturer's full range of colors. Manufacturer shall provide a minimum of (5) standard colors to pick from. 4. Attachment Devices: Size for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung. 5. Hanger Wire: Galvanized carbon steel wire, ASTM A 641, soft temper, pre-stretched, Class 1 coating, sized so that stress at 3-times hanger design load (ASTM C 635, Table 1, Direct Hung), will be less than yield stress of wire, but provide not less than 12 gage. 6. Edge Moldings and Trim: Metal of types and profiles indicated or, if not indicated, provide manufacturer's standard molding for edges and penetrations of ceiling which fits with type of edge detail and suspension system indicated. 3. EXECUTION 3.1. COORDINATION: Furnish layouts for inserts, clips, or other supports that are required to be installed by other trades for support of acoustical ceilings. 1. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less-than-half width units at borders, and comply with reflected ceiling plans wherever possible. Where layout results in lay-in panels of less than 6" dimension, verify layout with Architect before proceeding. 3.2. INSTALLATION: Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, fire resistance rating requirements as indicated, and industry standards applicable to work. 1. Arrange acoustical units and orient directionally-patterned units (if any) in manner shown by reflected ceiling plans. 2. Install suspension systems to comply with ASTM C 636, with hangers supported only from building structural members. Locate hangers not less than 6" from each end and spaced 4'-0" along each carrying channel or direct-hung runner, unless otherwise indicated, leveling to tolerance of 1/8' in 12'-0". 3. Secure wire hangers by looping and wire-tying, either directly to structures or to inserts, eye-screws, or other devices which are secure and appropriate for substrate, and which will not deteriorate or fail with age or elevated temperatures. 4. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Park 77 Page 3 of 4 June 8, 2016 ACOUSTICAL CEILINGS SECTION 095100 Splay hangers only where required to miss obstructions and offset resulting horizontal force by bracing, counter splaying or other equally effective means. 1. Provide seismic bracing per IBC Code. 5. Install edge moldings of type indicated at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. Set edge moldings in a bead of sealant and secure tightly to wall. 6. Install acoustical panels in coordination with suspension system with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. Scribe tegular panels to drop to normal position at cut panels. Touch-up paint cut panels where required. 1. Install hold-down clips in areas indicated, and in areas where required by governing regulations or for fire-resistance ratings; space as recommended by panel manufacturer, unless otherwise indicated or required. 7. Install acoustical tiles by cementing to substrate, using amount of adhesive and procedure recommended by tile manufacturer. Install splines in joints between tiles and level to 1/8" in 12'-0" tolerance. Maintain tight butt joints, aligned both directions, and coordinated with ceiling fixtures. Scribe and cut tiles to fit accurately at ceiling edges and penetrations. 8. Install seismic bracing as required by the International Building Code or local code provisions, whichever is more stringent. 3.3. CLEANING 1. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members; comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. 2. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. 3.4. Notify and obtain any approvals required by local authorities for finished ceiling installation, including Health Department for spaces under their jurisdiction. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 RESILIENT FLOORING SECTION 096500 SECTION - RESILIENT FLOORING 1. GENERAL 1.1. SUMMARY 1. Section Includes: 1. Vinyl Composition Tile (resilient tile flooring). 2. Luxury Vinyl Plank Flooring 3. Resilient sheet vinyl flooring. 4. Resilient rubber/composite base. 5. Resilient rubber/ composite stair tread assembly. 6. Vinyl reducer and transition adapter strips. 7. All trim, moldings, backing, seam materials, adhesives, substrate preparation, attachments and accessories necessary to provide complete installation of the systems / equipment included in this section. 1.2. RELATED WORK 1. Division 01 General Requirements 2. Section 033000 - Cast-In-Place Concrete 3. Section 035412-Gypsum Cement Underlayment 4. Section 055000- Metal Fabrications 5. Section 061000 - Rough Carpentry 6. Section 062000 - Finish Carpentry 7. Section 072500-Weather Barriers 8. Section 078000- Fire and Smoke Protection 9. Section 079000 -Joint Protection 10. Section 081100 - Metal Doors and Frames 11. Section 081400-Wood Doors 12. Section 084200 - Entrances 13. Section 084313 -Aluminum-Framed Storefronts 14. Section 087100 - Door Hardware 15. Section 092900- Gypsum Board 16. Section 096800 - Carpeting 17. Section 097200 -Wall Coverings 18. Section 099000 - Painting and Coating 19. Section 102800-Toilet, Bath and Laundry Accessories 20. Section 112333 - Coin-Operated Laundry Equipment 21. Section 113000 - Residential Equipment 22. Section 123200 - Manufactured Wood Casework 23. Division 22 Plumbing 24. Division 23 Heating, Ventilating, and Air Conditioning 25. Division 26 Electrical 26. Division 27 Communications 27. Division 28 Electronic Safety and Security 1.3. REFERENCES 1. American Society for Testing and Materials (ASTM): 2. ASTM E 648/NFPA 253 - Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source, 3. ASTM E 662/NFPA 258 - Test Method for Specific Optical Density of Smoke Generated by Solid Materials Park 77 Page 1 of 4 June 8, 2016 RESILIENT FLOORING SECTION 096500 4. ASTM F 1066 - Specifications for Vinyl Composition Floor Tile. 5. ASTM F 1303 - Specification for Sheet Vinyl Floor Covering with Backing. 6. ASTM F 1861 - Standard Specification for Resilient Wall Base. 7. FS-SS-W-40 -Wall Base (rubber and vinyl plastic). 8. FS-SS-7-312: Tile, floor (vinyl composition). 1.4. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Manufacturer's published product data and specifications. 3. Samples: Provide complete line of swatches from manufacturer's selection including selected colors and patterns. 4. Manufacturer's Instructions: Installation instructions, installation requirements, and perimeter conditions requiring special attention. 1.5. QUALITY ASSURANCE 1. Fire Test Data: 1. Critical Radiant Flux: 0.45 watts per sq cm or greater, tested ASTM E 648 and NFPA 253 for Class 1 Rating. 2. Smoke Developed: Less than 450, tested ASTM E 662 and NFPA 258. 1.6. ENVIRONMENTAL REQUIREMENTS 1. Room Temperature: Maintain minimum 70 degrees F for 48 hours before and during installation. Maintain at minimum 55 degrees F thereafter. 1.7. WARRANTY 1. Comply with Warranty provisions specified Division 01 Warranties and Bonds. 2. Manufacturer: Standard 5 year defect and wear warranty including labor costs for first 3 years and material costs for full 5 years. 1.8. MAINTENANCE 1. Submit under provisions of Division 01 Operating and Maintenance Data. 2. Maintenance Data: Manufacturer's cleaning and maintenance instructions. 2. PRODUCTS 2.1. RESILIENT TILE FLOORING 1. Manufacturers: Armstrong, Mannington, Tarkett/Azrock, Burke Flooring, Johnsonite, Nora Rubber Flooring. 2. Vinyl Composition Tile: ASTM F 1066, Composition 1, Class 2, Through Pattern. 1. Size: 12 inch square. 2. Gauge: 1/8 inch (0.125 inch) (3.175 mm). 2.2. RESILIENT SHEET FLOORING 1. Manufacturers: Armstrong, Mannington, Azrock Commercial Flooring, Burke Flooring, Johnsonite. 2. Filled Vinyl Sheet with Backing: To establish a standard of quality, function and pattern, provide Armstrong "Possibilities — Petit Point" or "Timberline" as selected from manufacturers' standards or approved. 1. Color selected from the full range currently available from the Manufacturer. 2. Material Width: 72 in. (1.83 m) wide. Park 77 Page 2 of 4 June 8, 2016 RESILIENT FLOORING SECTION 096500 3. Nominal Total Thickness: .085" (.080" minimum). 4. Wear Surface: Composed of polyvinyl chloride resin, stabilizers, fillers, and pigments with a nominal thickness of 0.050 in. consisting of granular visual with a subtle surface texture. Vinyl granules shall extend through the thickness of the wear layer. 5. Vinyl sheet flooring shall conform to the requirements of ASTM F 1303, Type Il, Grade 1, Class A backing. 6. Provide solid color vinyl weld rod as produced by Armstrong World Industries, Inc., and intended for heat welding of seams. Color shall be compatible with field color of flooring or as selected by Architect to contrast with field color of flooring. Color selected from the range currently available from Armstrong World Industries, Inc. 7. Vinyl sheet cove base. Where indicated on the drawings. 2.3. RUBBER BASE 1. Rubber extruded resilient base conforming to ASTM F 1861 Type TP Rubber Thermoplastic. Matt finish with solid color throughout material. 1. Long Roll: Minimum 100 foot continuous base. No short lengths. 2. Height: 4 inch. 3. Gauge: 1/8 inch (0.125 inch). 4. Toe Types: Coved toe at both resilient flooring and carpet installations. 2.4. RUBBER STAIR TREAD ASSEMBLY 1. Nora Rubber Flooring Norament: One-piece nosing, tread, riser, stringer, contrasting stair nosing, reducer strip. 1. Color, Texture and Pattern: To be selected by Owner or Architect from manufacturer's full range. 2. Contrasting Color: To be selected by Owner or Architect from manufacturer's full range. 3. Warranty: 10-year. 4. Size: As required to provide complete coverage of stair treads and risers. 2.5. VINYL REDUCER AND TRANSITION ADAPTER STRIPS 1. Carpet Reducer Strips to Resilient Flooring: Removable snap-down vinyl reducer adapter with single flange track. Use between cushion backed carpet and other cushion backed flooring and Resilient Flooring. 3. EXECUTION 3.1. EXAMINATION 1. Verify areas clean, fully enclosed, weathertight, and adequately heated. 2. Verify sub-floor surfaces within specified tolerances, rigid, finished smooth, flat, level, clean, and dry. 3.2. PREPARATION 1. Moisture Emission and Adhesion Tests: Verify substrate suitable for flooring installation, conforming to manufacturer's instructions, and Warranty provisions. 1. Perform adhesion tests and, moisture emissions tests, including calcium chloride testing to ASTM F 1869 and as instructed by manufacturer. Park 77 Page 3 of 4 June 8, 2016 RESILIENT FLOORING SECTION 096500 2. Perform alkalinity tests to determine pH level of concrete substrate in accordance to manufacturer's instructions. 3. Notify Architect in the event of unfavorable adhesion tests, moisture emissions exceeding 3.0 pounds per 1,000 square foot in 72 hours, and alkalinity levels above 9 pH. 4. Do not perform moisture testing until building is fully enclosed and adequately heated. 2. Remove grease, dirt, dust, and particles that may telegraph through flooring or impair bonding of adhesive. 3. Fill cracks less than 1/16 inch wide and depressions less than 1/8 inch deep with crack filler as instructed by manufacturer. 4. Correct wider cracks and moving joints under work of Section 033000. 3.3. CLEANING/WAXING 1. Clean flooring as recommended by flooring manufacturer. Upon completion of installation, when flooring materials have set sufficiently, wash with neutral cleaner. Leave surfaces clean and smooth, free from waves, buckles, cracks, projecting edge and other defects. 2. Immediately prior to close-out of project, clean floor, apply to floor and buff three coats of non-slip protective polish, type as approved by the manufacturer. 3. Protect installed flooring as recommended by the flooring manufacturer against damage from rolling loads, other trades, or the placement of fixtures and furnishings. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 CARPETING SECTION 096800 SECTION 096800- CARPETING 1. GENERAL 1.1. SUMMARY 1. Section Includes but is not limited to: 1. Modular carpet. 2. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Division 01 General Requirements 2. Section 033000- Cast-In-Place Concrete 3. Section 035412-Gypsum Cement Underlayment 4. Section 055000 - Metal Fabrications 5. Section 061000 - Rough Carpentry 6. Section 062000 - Finish Carpentry 7. Section 072500 -Weather Barriers 8. Section 078000- Fire and Smoke Protection 9. Section 079000-Joint Protection 10. Section 081100 - Metal Doors and Frames 11. Section 081400 -Wood Doors 12. Section 084200 - Entrances 13. Section 084313 -Aluminum-Framed Storefronts 14. Section 087100 - Door Hardware 15. Section 092900 - Gypsum Board 16. Section 095600- Resilient Flooring 17. Section 099000- Painting and Coating 18. Section 102800-Toilet, Bath and Laundry Accessories 19. Section 123200 - Manufactured Wood Casework 20. Sections affecting carpet substrates specified by other Sections. 1.2. REFERENCES 1. American Society for Testing and Materials (ASTM): 1. ASTM D 2859 - Test Method for Flammability of Finished Textile Floor Covering Materials Generated by Solid Materials. 2. ASTM D 5116 - Standard Guide for Small-Scale Environmental Chamber Determinations of Organic Emissions from Indoor Materials/Products. 3. ASTM D 5417 - Standard Practice for Operation of the Vettermann Drum Tester. 4. ASTM E 648 - Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. 5. ASTM E 662 - Test Method for Specific Optical Density of Smoke. 6. ASTM F 1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. 2. American Association of Textile Chemists and Colorists (AATCC): Web Site http://www.aatcc.org 1. AATCC 20 - Fiber Analysis: Qualitative 2. AATCC 16E - Colorfastness to Light 3. AATCC 134 - Electrostatic Propensity of Carpets 4. AATCC 138 - Cleaning: Washing of Textile Floor Coverings 5. AATCC 189 - Flourine Content of Carpet Fibers 6. AATCC 171 (HWE) - Carpets: Cleaning of, Hot Water Extraction Method 7. AATCC 175 - Stain Resistance: Pile Floor Coverings Park 77 Page 1 of 5 June 8, 2016 CARPETING SECTION 096800 3. Federal Specifications (FS): DOC FF-1 - Carpeting Flammability Standards for Carpets and Rugs. 4. National Fire Protection Association (NFPA): NFPA 258 - Standard Research Test Method for Determining Smoke Generation of Solid Materials. 5. The Carpet and Rug Institute (CRI): Web Site ht_tp://www.carpet-rug.com 1. CRI Green Label - Indoor Air Quality Testing and Labeling Program 2. CRI TM-101 - Texture Retention 3. CRI 104 - Standard for Installation of Commercial Carpet. 6. US Department of Energy (DOE): DOE-STD-3020-97 - Specification for HEPA Filters used by DOE Contractors, Web Site: http://tis.eh.doe.gov/hepa/. 7. US Green Building Council (USGBC), Leadership in Energy and Environmental Design (LEED) - LEED Reference Guide, Version 2.0, and USBGC Project Calculation Spreadsheet. Web Site http://www.usgbc.org. 8. Evergreen Sustainable Development Standard, Version 2.1. Refer to Section 018113 for further information. 1.3. PERFORMANCE REQUIREMENTS 1. Carpet Fiber: Type 6, 6 branded post-production nylon, anti-microbial processing, permanent static control, and soil resistant technology. Solution dyed is preferred over yarn dyed but not required. 1. Gauge: Minimum 1/10. 2. Total Stitches Per Square Inch: 13.8. 3. Yarn Density: Minimum 6000 [Pile Weight x 36 / Pile Thickness]. 4. Yarn Weight: Between 20 and 26 ounces. 2. Flame and Smoke Resistance Standards: Conform to following standards or comparable standards, as accepted. Pill Test: Pass test for flammability, ASTM D 2859 or DOC FF-1. 1. Floor Radiant Panel Test (FRPT): Critical Radiant Flux of 0.45 watts/cm2 (Class 1) or better, for burning under varying radiant energy levels, ASTM E 648. 2. NBS Smoke Density Chamber Test: Less than 450 for density of smoke generated in radiant heat chamber with and without flame, ASTM E 662. 3. Static Control: AATCC 134, static generation below 2.0 kV at 20 percent Relative Humidity and70 degrees F using anti-static filaments without chemical treatment. 4. Indoor Environmental Quality: Conform to Section 01573. Test to ASTM D 5116. 1. Total VOC Emissions for Carpet, Adhesives, and Sealers: Maximum 0.05 mg/m2 per hour. 2. 4 Phenyl Cyclohexene (4-PC) Particulate Emissions for Carpet: 1 part per billion. 3. Total Particulate Emission Rate Levels: 50 ug/m3. 4. Volatile Organic Compound (VOC) Emissions: Free of compounds known to affect indoor air quality. 1.4. SUBMITTALS 1. Submit in accordance with Division 01 Shop Drawings, Product Data and Samples. 2. Product Data: Manufacturer's published technical product data for each type of carpet and accessory item. 3. Manufacturer Compliance Certification: Submit letter stating that carpet materials furnished conform to specified requirements with certified signature and name of legally authorized officer of manufacturing plant. 1. List mill register numbers for carpet furnished. 2. Support for certified laboratory test data indicating that carpet meets or exceeds specified test requirements. Park 77 Page 2 of 5 June 8, 2016 CARPETING SECTION 096800 3. Include CRI Green Label Indoor Air Quality (IAQ) Control Category and Registration Number. 4. Samples: Full size modular carpet tiles and18 inch square broadloom carpet samples for specified carpet style and color with manufacturer's label and data sheet permanently attached. 5. Manufacturer's Instructions: Include installation requirements, special procedures, and conditions requiring special attention. 1.5. QUALIFICATIONS 1. Installer: Authorized by manufacturer as qualified to perform work of this Section prior to Bid. 1.6. ENVIRONMENTAL CONDITIONS 1. Installation Space: Maintain room and subfloor temperature not less than 65 degrees F for 24 hours prior to, during, and following installation. Maintain 58 degrees F minimum temperature thereafter. 2. Preconditioning Broadloom Carpet: Acclimate carpet on site for 48 hours prior to installation at minimum 65 degree temperature and between 35 percent and 65 percent relative humidity. 3. Curing of Concrete Slab: Allow sufficient curing time prior to installation of carpet. Following guideline for time needed to cure concrete slab to 3.0 pounds moisture emissions in 1000 square foot area in 24 hours is based upon 4 inch thick, 4,000 psi concrete slab at 73 degrees F air temperature, 50 percent relative humidity, with undamaged underslab vapor barrier, and after slab is protected by watertight roof: 1. 0.40 Water/Cement Ratio: 42 days. 2. 0.50 Water/Cement Ratio: 82 days. 3. 0.80 Water/Cement Ratio: 117 days. 1.7. WARRANTY 1. Conform to Warranty provisions specified under Division 01 Warranties and Bonds. 2. Manufacturer: Standard Warranty against edge ravel, delamination of secondary back adhesion, not less than 11 pound tuft bind, and no more than 10 percent face yarn loss by weight of carpet. 1. Wear Warranty: Limited Lifetime. 2. Backing Delamination Warranty: Limited Lifetime. 3. Edge Ravel: Limited Lifetime. 1.8. MAINTENANCE 1. Submit to Owner at Contract closeout. Obtain receipt. 2. Maintenance Data: Include manufacturer's instructions for maintenance procedures, maintenance products, and cleaning schedule. 2. PRODUCTS 2.1. MANUFACTURERS 1. Mannington Commercial (http://www.mannington.com). 2. Substitution Requests: Submit under provisions of Section 012513. 2.2. MODULAR CARPET 1. Line: Stringworks II — Infinity Modular 2. Style / Color: As selected by the Architect 3. Size: 24" x 24" modular carpet tile, quarter-turned installation. Park 77 Page 3 of 5 June 8, 2016 CARPETING SECTION 096800 4. Fiber: 100% post-production Type 6, 6 nylon 5. Pile Height: .108 inches 6. Primary Backing: 100% Woven Synthetic 7. Precoat: 100% Non-aqueous closed cell polymer 8. Secondary Backing: Infinity Modular Reinforced Vinyl Composite Closed Cell Polymer with Recycled Content. 3. EXECUTION 3.1. EXAMINATION 1. Verify substrate free of debris, deposits, oil, dirt, paint, curing compounds, waxes, surface moisture, and other bond breaking conditions that may affect adhesion. 2. Verify substrate free of ridges, bumps, and depressions that may telegraph through carpet. 3.2. PREPARATION 1. Remove debris and use sweeping compound to clean floor. 2. Repair subfloor ridges and bumps. 1. Fill cracks over 1/16 inch wide with latex based underlayment. 2. Fill minor holes and cracks over 1/8 inch thick with latex underlayment. 3. Fill depressions and low spots where floor is not level using cementitious underlayment or subfloor filler. 4. Grind ridges or rough areas that may telegraph through carpet. 3. Feather substrate with cementitious underlayment or do such work as necessary for carpet to carpet transition alignment at top surface. 4. Clear debris and deposits from surfaces. Remove adhesives and contaminants from existing concrete floors. Vacuum substrate immediately prior to carpet installation. 5. Apply floor adhesive/primer as instructed by manufacturer to seal concrete surface and make suitable for carpet adhesion. 3.3. INSTALLATION 1. Install in accordance with manufacturer's instructions, CRI 104, and provisions of Contract Documents. Where in conflict, verify with Owner/Architect before beginning work. 3.4. CARPET LAYOUT AND FITTING 1. Install carpet from same dye lot within each continuous carpet floor area. Remove and replace carpet within continuous areas differing in appearance. 2. Lay out and fit to maintain pattern, texture, and direction of pile within each floor area prior to installation. 3. Extend carpet to cover complete flooring area of each room, including alcoves and closets, unless otherwise indicated. 1. Install under open-bottomed obstructions, removable flanges, and furnishings. 4. Make cutouts and terminations as needed for complete and finished appearance. 5. Measure area, snap chalk lines, and determine starting point for uniform layout of carpet tile to reduce cutting and eliminate piece less than 1/4 size of full carpet tile width where possible. 6. Cut carpet evenly and accurately to fit neatly at walls, columns, and projections. 7. Cut and join carpet ends in serpentine pattern as necessary to conceal carpet pattern. 8. Do not bridge building expansion joints with continuous carpeting. Park 77 Page 4 of 5 June 8, 2016 CARPETING SECTION 096800 3.5. CARPET INSTALLATION 1. Modular Carpet: 1. Install conforming to manufacturer's instructions. 2. Butt joints tightly together to form seams without gaps and to produce tightest joint without distortion. 3. Adjust carpet, trim and secure edges. 2. Carpet Reducer Strips: Install at carpet edges transitioning to hard flooring surfaces. 3.6. FIELD QUALITY CONTROL 1. Adhesion Tests: Verify concrete slab substrate as suitable for installation of carpeting, conforming to manufacturer's instructions and Warranty provisions. 1. Perform moisture emissions tests, including calcium chloride testing to ASTM F 1869 and other testing as instructed by manufacturer. 2. Perform alkalinity tests to determine pH level of concrete substrate in accordance to manufacturer's instructions. 3. Notify Architect in the event of moisture emissions exceeding 3.0 pounds per 1,000 square foot in 72 hours, and alkalinity levels above or below 7 pH to 9 pH. 3.7. ADJUSTING 1. Remove mismatched, non-uniform, and damaged carpet and replace with new matching adjacent carpet. 2. Remove spots, soiling, and stains or replace with new carpet where carpet cannot be put back into new condition. 3. Remove protruding face yarn using sharp scissors. 3.8. CLEANING 1. Remove and dispose of debris and unusable scraps. 2. Vacuum carpet using HEPA filter vacuum cleaner. Replace and dispose of vacuum bags when bag is half full. 3.9. PROTECTION 1. Take measures to protect carpet from soiling and damage prior to Owner occupancy. END OF SECTION Park 77 Page 5 of 5 June 8, 2016 PAINTING AND COATING SECTION 099000 SECTION 099000- PAINTING AND COATING 1. GENERAL 1.1. GENERAL: Comply with general provisions of the Contract, including General, Supplementary, and other Conditions, and with Division - 01 Specification Sections. 1.2. SUMMARY 1. Section Includes but is not limited to: 1. Field painting and coating systems. 2. All accessories, primers, preparation and attachments necessary to provide complete installation of the systems /equipment included in this section. 2. Related Sections (coordinate with the work of these sections): 1. Other Sections: Factory-applied coating systems. 2. Division 01 General Requirements 3. Section 033000- Cast-In-Place Concrete 4. Section 034819 - Precast Concrete Stair Treads 5. Section 055000- Metal Fabrications: Shop preparation, shop primers, and galvanizing for metal fabrications. 6. Section 055200- Metal Railings 7. Section 062000- Finish Carpentry 8. Section 071113 - Bituminous Dampproofing 9. Section 071300 - Sheet Waterproofing 10. Section 071900-Water Repellants 11. Section 073113- Fiberglass-Reinforced Asphalt Shingles 12. Section 074646- Fiber-Cement Siding 13. Section 075400-Thermoplastic Membrane Roofing 14. Section 076000 - Flashing and Sheet Metal 15. Section 077000 - Roof and Wall Specialties and Accessories 16. Section 078000- Fire and Smoke Protection 17. Section 079000-Joint Protection 18. Section 081100- Metal Doors and Frames 19. Section 081400 -Wood Doors 20. Section 083100 -Access Doors and Panels 21. Section 084200- Entrances 22. Section 084313-Aluminum-Framed Storefronts 23. Section 085300- Plastic Windows 24. Section 087100- Door Hardware 25. Section 088000-Glazing 26. Section 092900 -Gypsum Board 27. Section 095100-Acoustical Ceilings 28. Section 095600- Resilient Flooring 29. Section 096800-Carpeting 30. Section 097200-Wall Coverings 31. Section 099000 - Painting and Coating 32. Section 101100 -Visual Display Surfaces 33. Section 101400 - Signage 34. Section 102800 -Toilet, Bath and Laundry Accessories 35. Section 105000-Storage Specialties 36. Section 108000- Other Specialties 37. Section 112333 - Coin-Operated Laundry Equipment 38. Section 113000 - Residential Equipment 39. Section 121000 -Window Blinds Park 77 Page 1 of 7 June 8, 2016 PAINTING AND COATING SECTION 099000 40. Section 123200 — Manufactured Wood Casework 41. Division 21 Fire Suppression 42. Division 22 Plumbing 43. Division 23 Heating, Ventilating, and Air Conditioning 44. Division 26 Electrical 45. Division 27 Communications 46. Division 28 Electronic Safety and Security 47. Division 32 Exterior Improvements 1.3. REFERENCES 1. American Society for Testing and Materials (ASTM): ASTM D 523- Standard Test Method for Specular Gloss. 2. The Master Painters Institute (MPI), http://www.paintinfo.com . 1. MPI Approved Product List. 2. MPI Architectural Painting Specification Manual. 3. United States Environmental Protection Agency (EPA): 1. EPA 40 CFR Part 59 (AD-FRL-6149-71] RIN 2060 - National Volatile Organic Compound Emission Standards for Architectural Coatings, Final Rule, Federal Register/Volume 63, No.176, September 11, 1998/Rules and Regulations. 2. Web Site http://www.epa.gov/ttn/uatw/183e/aim/frll9l.txt. 1.1. SUBMITTALS 1. Comply with provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Maintenance Data: Product data sheets, manufacturer's application instructions, MSDS, product color name and number, cleaning instructions, and touch-up and repaint instructions. 3. Criteria 7-1 Low/No VOC Paints and Primers, Evergreen Sustainable Development Standard, Version 2.1: Submit product data for all paints and primers used on the interior of the building indicating chemical composition and VOC content in g/L. Refer to Subsection 2 for further limitations and restrictions. 4. Paint Drawdown: Size not less than 10 by 10 inch for each color selected for each paint color used on project. Label back of each drawdown with manufacturer, product, color name and number, and sheen level. 5. Project Record Documents: Submit under provisions of Section 017000: 1. Room finish schedule in editable electronic format with room numbers listed for each room. 2. Include corresponding paint colors. 1.2. QUALITY ASSURANCE 1. Surface Preparation: Comply with MPI Architectural Painting Specifications Manual, SSPC, manufacturer's instructions, and as needed for substrates free of conditions that may impair adhesion and uniformity: Include provisions to prevent following: 1. Bond breakers, dust, and foreign matter. 2. Bleed-through of substrate material. 3. Surface irregularities. 2. Paint System Application: Comply with MPI Architectural Painting Specifications Manual, and manufacturer's instructions. 3. Paint Grade: Conform to MPI, Premium Grade of normally one primer coat and two finish coats. Provide additional coats as necessary to completely cover surface. No holidays and other surface imperfections accepted. 4. Dry Film Thickness (DFT) and Wet Film Thickness (WFT): As instructed by manufacturer or each product. Park 77 Page 2 of 7 June 8, 2016 PAINTING AND COATING SECTION 099000 1.3. QUALIFICATIONS 1. Manufacturer: 1. Employing full time locally available technical field representative, testing equipment, and services as necessary to perform inspections and to determine compliance with manufacturers instructions and provisions of Contract Documents. 2. Products listed by current MPI Approved Products List, except as otherwise specified. 2. Applicator: 1. Member of Painting and Decorating Contractors of America (PDCA) or Master Painters Institute (MPI). 2. Employ qualified journeymen painters and with apprentices under direction of qualified journeymen, in accordance with trade regulations. 1.4. REGULATORY REQUIREMENTS 1. Regulatory Requirements: Comply with provisions of Division 01 Quality Control. 2. Volatile Organic Compounds (VOC) Emissions: Comply with US Environmental Protection Agency (EPA), and as listed in Subsection 2. 1.5. EXTRA STOCK 1. Because of difficulty of storage and limited shelf life, maintenance paint is not accepted. Remove paint not used from project site. 2. PRODUCTS 2.1. MANUFACTURERS 1. Approved manufacturers include but are not limited to: 1. Benjamin Moore & Company 2. Columbia Paint & Coatings 3. Kelly Moore 4. Parker Paint 5. Pittsburgh Paint/Olympic Stains 6. Rodda Paint 7. Sherwin-Williams 8. Sikkens Wood Finishes (www.nam.sikkens.com) 9. Interior Primer (MPI Product 61): Provide Benjamin Moore Super Spec Latex or approved. Install at manufacturer's recommended dry film thickness to achieve vapor permeance of 0.5 perms. 2.2. GLOSS LEVEL 1. Gloss Ratings: Determine in accordance with ASTM D 523, measured at 60 degree angle of incidence. 2. Level of Gloss or Sheen: Comply with MPI gloss ratings regardless of that stated by manufacturer's product data or shown on paint containers. 1. Gloss Level 1 (Matte): Less than 5. 2. Gloss Level 2 (Flat): 10 to 25. 3. Gloss Level 3 (Eggshell): 10 to 25. 4. Gloss Level 4 (Satin): 20 to 35. 5. Gloss Level 5 (Semi-Gloss): 35 to 70. 6. Gloss Level 6 (Gloss): 70 to 85. 7. Gloss Level 7 (High Gloss): More than 85. Park 77 Page 3 of 7 June 8, 2016 PAINTING AND COATING SECTION 099000 3. EXECUTION 3.1. PATCHING AND TOUCH-UP 1. Repair surfaces damaged during construction activities and touch-up or refinish as necessary for finished appearance at Substantial Completion. 2. Re-paint touch-up areas to cover visible distinction between touch-up finish and adjacent paint finish. Re-paint entire wall as needed to achieve uniform appearance, color, and sheen between touch-up areas and surrounding fields. 3.2. FIELD QUALITY CONTROL 1. Manufacturers Field Services: Conduct inspection services by manufacturer's local technical field representative. 1. Attend Pre-Construction Conference, view mock-ups, make intermittent site visits, make final site visit at project completion, and verify compliance with manufacturer's instructions and provisions of Contract Documents. 2. Provide technical assistance to help achieve high quality results. Verify mil thickness with wet film gauge, in selected locations. 3. Test surfaces with Tooke or approved dry film gauge, for total DFT in selected areas. 4. Promptly notify Owner and Architect of suspected non-conforming work and other irregularities. 3.3. CLEANING 1. Remove and recycle excess material as required by the Construction Waste Management Plan under Specification Section 018113, to satisfy Section 6— Materials Beneficial to the Environment, criteria 6-1 Construction Waste Management of the Evergreen Sustainable Development Standard, Version 2.1. 4. PAINTING SCHEDULE 4.1. General: Product numbers specified herein refer to MPI "Architectural Painting Specification Manual" product numbers. 4.2. Apply the following finishes applicable for this project to the areas designated: Dry mil thickness: 1. EXTERIOR PAINTING 1. Exterior, painted wood - Satin: 4.5 Exterior System 6.3A, painted finish, latex-based, Gloss Level 4.- First coat: Product 5 Second coat: Product 15 Third coat: Product 15 2. Exterior, painted cement board - Satin: 4.5 Exterior System 3.3A, painted finish, latex-based, Gloss Level 4: First coat: Product 15 Second coat: Product 15 Third coat: Product 15 3. Exterior, painted metal (unprimed): 4.5 Park 77 Page 4 of 7 June 8, 2016 PAINTING AND COATING SECTION 099000 First coat: Tnemec Series 66 "High Build Epoxiline" Second coat: Tnemec Series 73 "Endurashield III" Third coat: Tnemec Series 73 "Endurashield III" 4. Exterior, painted metal (shop primed): 4.5 First coat: Tnemec Series 90-97 "Tnemezinc" Second coat: Tnemec Series 73 "Endurashield III" Third coat: Tnemec Series 73 "Endurashield III" 5. Exterior, painted concrete: N/A System Exterior MA, pigmented coating, latex-based, Gloss Level 3 or 4: First coat: Product 3 Second coat: Product 15 Third Coat: Product 15 6. Exterior, painted CMU: N/A System Exterior 4.2A, pigmented coating, latex-based, Gloss Level 3 or 4: First coat: Product 4 Second coat: Product 15 Third coat: Product 15 7. Exterior, painted PVC or ABS plastic piping: 4.0 System Exterior 6.8A, painted finish, latex-based, Gloss Level 4: First coat: Product 17 Second coat: Product 15 Third coat: Product 15 Dry mil thickness: 2. EXTERIOR STAINING 1. Exterior, stained pressure-treated wood: N/A Hybrid alkyd/acrylic solid color wood stain, low-sheen First Coat: Sikkens "Rubol Siding Finish" Second coat: Sikkens "Rubol Siding Finish" Dry mil thickness: 3. INTERIOR PAINTING 1. Interior, gypsum drywall/plaster- semigloss: 4.5 Interior System 9.2M, painted finish, institutional low odor/VOC, Gloss Level 5: First coat: Product 61 Second coat: Product 147 Third coat: Product 147 2. Interior, gypsum drywall/plaster- satin: 4.5 Interior System 9.2M, painted finish, institutional low odor/VOC, Gloss Level 4: First coat: Product 61 Second coat: Product 146 Third coat: Product 146 Park 77 Page 5 of 7 June 8, 2016 PAINTING AND COATING SECTION 099000 3. Interior, gypsum drywall/plaster- eggshell: 4.5 Interior System 9.2M, painted finish, institutional low odor/VOC, Gloss Level 3: First coat: Product 61 Second coat: Product 145 Third coat: Product 145 4. Interior, painted wood - satin: 4.5 Interior System 6.3V, painted finish, institutional low odor/VOC, Gloss Level 4: First coat: Product 39 Second coat: Product 146 Third coat: Product 146 5. Interior, transparent stained wood: N/A Interior System 6.3D, stain and varnish finish, Gloss Level 6: First coat: Daly's 1000 Series Benite Stain Second coat: Product 75 Third coat: Product 75 6. Interior, painted metal (unprimed): 4.5 First coat: Tnemec Series 66 "High Build Epoxiline" Second coat: Tnemec Series 73 "Endurashield III" Third coat: Tnemec Series 73 "Endurashield III" -or- Interior System 5.1 F, epoxy and polyurethane, pigmented, semi-gloss First coat: Product 101 Second coat: Product 72 Third coat: Product 72 7. Interior, painted metal (shop primed): 4.5 First coat: Tnemec Series 10-1009 Primer Second coat: Tnemec Series 73 "Endurashield III" Third coat: Tnemec Series 73 "Endurashield III" -or- Interior System 5.1 S, modified alkyd and polyurethane, pigmented, semi-gloss First coat: Product 107 Second coat: Product 147 Third coat: Product 147 8. Miscellaneous Surfaces: 1. Mechanical and electrical equipment: All metal surfaces exposed to view on exterior or in finished spaces including, but not limited to, ducts, piping, valves, outlet boxes, conduit, registers, grilles, cabinets, control boxes, surfaces visible through any vents or louvers, and so-called factory finished items, are to receive Finish Type 4, 5, 20 or 21 as applicable, whether shown on the Drawings or not, except that paint used on surfaces subjected to heat shall be 10000 F. heat-resistant. 2. Traffic Paint: Acrylic or latex paint especially formulated and manufactured for use on asphaltic concrete and concrete under traffic conditions. Oil-based paints necessary to assure bond on new asphalt paving shall be compatible with water-based traffic paint products for future re-painting. 1. Acceptable paints include: Sherwin-Williams Co. "Non-Reflectorized" Park 77 Page 6 of 7 June 8, 2016 PAINTING AND COATING SECTION 099000 Benjamin Moore Paint Co. "Iron Clad" 2. Color: Blue, white, red or yellow as indicated in Drawings. END OF SECTION Park 77 Page 7 of 7 June 8, 2016 VISUAL DISPLAY SURFACES SECTION 101100 SECTION 101100 — VISUAL DISPLAY SURFACES 1. GENERAL 1.1. General: Comply with general provisions of the Contract, including General, Supplementary and other Conditions and with Division - 01 General Requirements sections. 1.2. Work includes, but is not necessarily limited to: 1. Marker boards (CPCI). 2. Wall-mounted pamphlet rack (OPCI). 3. All attachments and accessories necessary to provide complete installation of the systems/ equipment included in this section 1.3. Related Work: 1. Division 01 General Requirements 2. Section 055000— Metal Fabrications. 3. Section 061000 - Rough Carpentry. 4. Section 079000 - Joint Protection. 5. Section 092900 - Gypsum Board. 6. Section 099000 - Painting and Coating. 1.4. Quality Assurance: 1. Work to be performed only by workers thoroughly skilled and specially trained in the techniques of installing marker boards and racks, and who are completely familiar with the published recommendations of the manufacturer of the material being used. 1.5. References 1. In addition to complying with all pertinent codes and regulations, meet ASTM E84: Flame/smoke rating requirements. 1.6. Submittals: 1. Product data: material specifications, manufacturer's installation, and maintenance instructions under the provisions of Division 01 Shop Drawings, Product Data and Samples—for each type of product indicated. 2. Shop drawings: include plans, elevations, sections, details and attachments to other work. Show locations of panel joints and include sections of typical trim members (where applicable). 3. Color samples from manufacturer's full range for initial selection: for each type of marker board trim / surface and rack indicated. 4. Warranties: sample of special warranties. 1.7. Product Handling 1. Delivery: 1. Deliver factory-built visual display surfaces completely assembled in one piece without joints, where possible. 2. If dimensions exceed maximum manufactured panel size, provide two or more pieces of equal length as acceptable to Architect. 3. When overall dimensions require delivery in separate units, prefit components at the factory, disassemble for delivery, and make final joints at the site. 2. Protection: 1. Marker boards and racks to be stored at the job site in a safe, dry place with all labels intact and legible at time of installation. Park 77 Page 1 of 3 June 8, 2016 VISUAL DISPLAY SURFACES SECTION 101100 2. Store visual display surfaces vertically with packing materials between each unit. 3. Use all means to protect marker boards and racks before, during, and after installation. Do not allow products to become wet or damp. 3. Replacements: 1. In the event of damage, including water intrusion, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 1.8. Project Conditions: 1. Do not deliver or install visual display surfaces until spaces are enclosed and weathertight, wet work in spaces is complete and dry, work above ceilings is complete, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period. 2. Verify actual dimensions of construction contiguous with visual display surfaces by field measurements before fabrication. 1.9. Warranty— under the provisions of Division 01 Warranties and Bonds and: 1. Special Warranty for Porcelain-Enamel Face Sheets: Manufacturer's standard form in which manufacturer agrees to repair or replace porcelain-enamel face sheets that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to the following: 1. Surfaces lose original writing and erasing qualities. 2. Surfaces exhibit crazing, cracking or flaking. 2. Warranty Period: 50 years from date of Substantial Completion. 2. PRODUCTS 2.1. Acceptable Manufacturers: 1. Claridge Products and Equipment, Inc. 2. PolyVision Corporation; a Steelcase Company. 3. Or approved equal. 2.2. Materials: 1. Marker boards: Contractor-provided. Contractor to provide blocking and install. 1. Claridge LCS Deluxe, Model #LCS2046R, 4' x 6' 2. 5/8"face trim, mitered corners, satin anodized aluminum finish. 3. Map rail with map hooks 4. #32 LCS White porcelain-enamel coating writing surface fused to steel. 5. Gloss finish as indicated; dry-erase markers wipe clean with dry cloth or standard eraser. 6. Full length marker tray. 7. 4 assorted LCS markers and one felt eraser. 8. Greenguard certified. 2. Wall-mounted Pamphlet Rack: Owner-provided, size to be determined. Contractor to provide blocking and install. 3. EXECUTION Park 77 Page 2 of 3 June 8, 2016 VISUAL DISPLAY SURFACES SECTION 101100 3.1. Inspection: 1. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances, surface conditions of wall, and other conditions affecting performance of the Work. 2. Ensure drywall surface is clean and level in order to accept marker board and rack devices and surfaces. 3. Examine walls and partitions for proper preparation and backing for visual display surfaces. 4. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2. Preparation: 1. Comply with manufacturer's written instructions for surface preparation. 2. Clean substrates of substances that could impair the performance of and affect the smooth, finished surfaces of visual display surfaces, including dirt, mold and mildew. 3. Prepare surfaces to achieve a smooth, dry, clean surface free of flaking, unsound coatings, cracks, defects, projections, depressions, and substances that will impair bond between visual display surfaces and wall surfaces. 3.3. Installation: 1. Install per manufacturer's recommendations, at height per Owner's direction (must meet accessible ADA criteria). 2. Keep perimeter lines straight, level and plumb. 3. Provide grounds, clips, backing materials, adhesives, brackets, anchors, trim and accessories necessary for complete installation, and as required and recommended by manufacturer. 4. Attach concealed clips, hangers and ground to wall surfaces and to visual display boards with fasteners at not more than 16 inches o.c. Secure both top and bottom of boards to walls. 3.4. Cleaning and Protection: 1. Clean work under provisions of Division 01 Project Closeout. END OF SECTION Park 77 Page 3 of 3 June 8, 2016 SIGNAGE SECTION 101400 SECTION 101400- SIGNAGE 1. GENERAL 1.1. General: Comply with general provisions of the Contract, including General, Supplementary and other Conditions and with Division - 01 General Requirements sections. 1.2. EXTENT: Work includes, but is not necessarily limited to: 1. Project identification freestanding sign. 2. Temporary construction sign included in Section 015200 Construction Facilities and Temporary Controls. 3. Accessible parking signage. 4. Project address number signs. 5. Building identification signs. 6. Dedication plaque (OPCI). Size to be determined. Contractor to provide installation such as blocking, trim, flashing, etc. 7. Residential unit number signs. 8. Exterior room function /door-mounted signs at select locations. 9. Interior room function signs at select locations. 10. Interior occupant load signs at select locations. 11. Low-level tactile exit signs. 12. Interior accessibility signs at Toilet Rooms. 13. Illuminated exit signs (refer to Division 26). 14. All attachments and accessories necessary to provide complete installation of the systems / equipment included in this section. 1.3. RELATED WORK: 1. Division 01 General Requirements 2. Section 033000 - Cast-In-Place Concrete 3. Section 055000- Metal Fabrications 4. Section 061000- Rough Carpentry 5. Section 062000- Finish Carpentry 6. Section 072500-Weather Barriers 7. Section 074646 - Fiber-Cement Siding 8. Section 076000 - Flashing and Sheet Metal 9. Section 078000 - Fire and Smoke Protection 10. Section 079000 -Joint Protection 11. Section 081100 - Metal Doors and Frames 12. Section 084200 - Entrances 13. Section 084313-Aluminum-Framed Storefronts 14. Section 099000- Painting and Coating 15. Division 26 Electrical 16. Division 31 Earthwork 17. Division 32 Exterior Improvements 1.4. SUBMITTALS 1. Show dimensions, details of construction and other pertinent items. 2. Submit sample signs for each condition. 3. Approved samples may be used on the work. 2. PRODUCTS Park 77 Page 1 of 5 June 8, 2016 SIGNAGE SECTION 101400 2.1. MANUFACTURERS 1. Best Sign Systems, Inc. (www.bestsigns.com) 2. A.R.K. Ramos Signage Systems (www.arkramos.com) 3. 2/90 Sign Systems (www.290signs.com) 4. Genimi Sign Corporation (www.geminisigns.com) 5. Romark, LLC (www.rowmark.com) 6. Or approved equal. 2.2. EXTERIOR SIGNS 1. Project Identification Freestanding Sign: 1. See Drawings for location and details. 2. Sign Face: Dibond with 2-color vinyl graphics on aluminum sign face. 3. Sign graphics to be approved by Owner prior to sign permit submittal and fabrication. 2. Accessible Parking Signage: 1. Location, size, mounting height, graphics, text and color as shown in Drawings. 2. Accessible Parking Sign: Gemini, #G-55RA5, reflective on aluminum (similar), post-mounted. 3. Van Accessible Parking Sign: Gemini, #G-68RA3, reflective on aluminum, post- mounted. 3. Project Address Number Signs: 1. Location, graphics and text as shown in Drawings. 2. '/2' paintable MDO (Medium Density Overlay), background painted with enamel, exterior grade self-adhering vinyl graphics. 3. Size: 6"tall x 18" wide sign face 4. Type: 9" tall, Helvetica medium style 5. Install with approved type stainless steel or brass Phillips head screws as selected. 4. Building Identification Signs: 1. Location, graphics and text as shown in Drawings for reference. Coordinate final location in field with Architect. 2. '/2" paintable MDO (Medium Density Overlay), background painted with enamel, exterior grade self-adhering vinyl graphics. 3. Size: 18" x 18" sign face 4. Type: 12" tall, Helvetica medium style 5. Install with approved type stainless steel or brass Phillips head screws as selected. 5. Residential Unit Number Signs: 1. Location, size, Braille (where applicable) and mounting height as shown in Drawings for reference. Coordinate final location in field with Architect. 2. Type A, Type B and HUD Accessible Residential Unit Number Signs, as well as Non-Accessible Residential Unit Number Signs: 1. Engraving Stock: 1. "Romark" ADA Alternative 1/8" single-ply modified acrylic. 2. "Norplex", "Micarta" or approved, 1/8" plastic laminate. 2. Size: 4" tall x 8" wide sign face 3. Type: 2" high letters and as required to meet codes and ordinances, Incised letter, Helvetica Medium style. 4. Install with approved type stainless steel or brass Phillips head screws as selected. 6. Exterior Room Function / Door-Mounted Signs: 1. Location, size, Braille (where applicable) and mounting height as shown in Drawings for reference. Coordinate final location in field with Architect. Park 77 Page 2 of 5 June 8, 2016 SIGNAGE SECTION 101400 2. Engraving Stock: 1. "Romark" ADA Alternative 1/8" single-ply modified acrylic. 2. "Norplex", "Micarta" or approved, 1/8" plastic laminate. 3. Type: 5/8" high letters and as required to meet codes and ordinances, Incised letter, Helvetica Medium style. 4. Install with approved type stainless steel or brass Phillips head screws as selected. 2.3. INTERIOR SIGNS 1. Interior Room Function Signs: 1. Location, mounting height and braille as shown in Drawings for reference. Interior signage shall be located alongside the door on the latch side and shall be mounted at a height of between 54 in and 66 in above the finished floor. Coordinate final location in field with Architect. 2. Engraving Stock: "Norplex", "Micarta" or approved, 1/8" plastic laminate, wall- mounted, colors as selected by Owner or Architect from full range. 3. Type Face: Incised letter, Helvetica Medium style. 4. Size: 5/8" high letters and as required to meet codes and ordinances. 5. Install with approved type stainless steel or brass Phillips head screws as selected. 2. Interior Occupant Load Signs: 1. Location, mounting height and braille. Coordinate final location in field with Architect. 2. Engraving Stock: "Norplex", "Micarta" or approved, 1/8" plastic laminate, wall- mounted, colors as selected by Owner or Architect from full range. 3. Type Face: Incised letter, Helvetica Medium style. 4. Size: 5/8" high letters and as required to meet codes and ordinances. 5. Install with approved type stainless steel or brass Phillips head screws as selected. 6. Provide Room Name and Occupant Load sign at Rooms F-107 and F-111. 3. Low-Level Tactile Exit Signs: 1. Location, mounting height and braille as shown in Drawings. 2. mounted, colors as selected by Owner or Architect from full range. 3. Type Face: Incised letter, Helvetica Medium style. 4. Size: Min. 5/8" high letters and as required to meet codes and ordinances. 5. Install with approved type stainless steel or brass Phillips head screws as selected. 4. Interior Accessibility Signs at Toilet Rooms (ADA Compliant Sign): 1. Location, size, mounting height, graphics, text and braille as shown in Drawings for reference. Coordinate final location in field with Architect. 2. Family Restroom: Best Sign Systems, Inc., #WP268ARB (similar). 3. EXECUTION 3.1. Install where directed by Architect with fasteners as required and recommended by manufacturer. Park 77 Page 3 of 5 June 8, 2016 SIGNAGE SECTION 101400 4. SIGN SCHEDULE Location (as shown on Drawings) Lettering BUILDING A RISER Fire Riser UNIT A-101 TYPE 2B A-101 UNIT A-102 TYPE 3A A-102 UNIT A-103 TYPE 2C A-103 BUILDING B RISER Fire Riser UNIT B-101 TYPE 36 B-101 UNIT B-102 TYPE 2A— UFAS B-102 UNIT B-103 TYPE 2A B-103 UNIT B-104 TYPE 3B B-104 UNIT B-201 TYPE 2D B-201 UNIT B-202 TYPE 2E B-202 UNIT B-203 TYPE 2E B-203 UNIT B-204 TYPE 2D B-204 UTIL* Utility Room BUILDING C RISER Fire Riser UNIT C-101 TYPE 2B C-101 UNIT C-102 TYPE 3A— UFAS C-102 UNIT C-103 TYPE 2C C-103 :UNIT C-104 TYPE 26 C-104 UNIT C-105 TYPE 3A C-105 UNIT C-106 TYPE 2C C-106 BUILDING D Reference Building C Plans, Sim. RISER Fire Riser UNIT D-101 TYPE 213 D-101 UNIT D-102 TYPE 3A— UFAS D-102 UNIT D-103 TYPE 2C D-103 UNIT D-104 TYPE 2B D-104 UNIT D-105 TYPE 3A D-105 UNIT D-106 TYPE 2C D-106 BUILDING E Reference Building B Plans, Sim. RISER Fire Riser UNIT E-101 TYPE 3B E-101 UNIT E-102 TYPE 2A— UFAS E-102 UNIT E-103 TYPE 2A E-103 UNIT E-104 TYPE 3B E-104 UNIT E-201 TYPE 2D E-201 UNIT E-202 TYPE 2E E-202 UNIT E-203 TYPE 2E E-203 UNIT E-204 TYPE 2D E-204 UTIL* Utility Room BUILDING F F-102 ELEC Electrical Room F-103 MECH Mechanical Room F-104 RISER Fire Riser Park 77 Page 4 of 5 June 8, 2016 SIGNAGE SECTION 101400 Location (as shown on Drawings) Lettering F-105 LAUNDRY_ Laundry F-106 LOBBY* Multi-Purpose Rooms F-107 COMMUNITY ROOM #1* Adult's Multi-Purpose F-107.1 STOR. Storage F-108 RESTROOM #1 Family Restroom F-109 JANITOR Janitor F-110 RESTROOM #2 Family Restroom F-111 COMMUNITY ROOM #2** Children's Multi-Purpose F-111.1 RESTROOM#3 Restroom F-112 CASE MGR. OFFICE* Office F-113 PROP. MGMT. OFFICE Office F-115 COMMUNITY PANTRY* Community Pantry UNIT F-101 TYPE 3B, SIM F-101 UNIT F-114 TYPE 3B, SIM F-114 BUILDING G RISER Fire Riser UNIT G-101 TYPE 2A G-101 UNIT G-102 TYPE 36 G-102 UNIT G-201 TYPE 2E G-201 UNIT G-202 TYPE 2D G-202 UTIL Utility Room BUILDING H LAUNDRY Laundry RISER Fire Riser STOR. Storage UNIT H-201 TYPE 3B, SIM H-101 UNIT H-202 TYPE 2D, SIM H-102 UNIT H-203 TYPE 313, SIM) H-103 BUILDING I RISER Fire Riser STOR. Storage UNIT 1-201 TYPE 3B, SIM I-101 UNIT 1-202 TYPE 2D, SIM 1-102 UNIT 1-203 TYPE 2E, SIM 1-103 *Denotes 2 locations for signage "*Denotes 3 locations for signage END OF SECTION Park 77 Page 5 of 5 June 8, 2016 TOILET. BATH AND LAUNDRY ACCESSORIES SECTION 102800 SECTION 102800-TOILET, BATH AND LAUNDRY ACCESSORIES 1. GENERAL 1.1. SUMMARY 1. Work Includes, but is not necessarily limited to: 1. Toilet room and bathroom accessories. 2. Shower accessories. 3. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 2. Related Sections: 1. Division 01 General Requirements 2. Section 033000- Cast-In-Place Concrete 3. Section 035412 - Gypsum Cement Underlayment 4. Section 055000- Metal Fabrications 5. Section 061000- Rough Carpentry 6. Section 062000- Finish Carpentry 7. Section 078000- Fire and Smoke Protection 8. Section 079000-Joint Protection 9. Section 092900- Gypsum Board 10. Section 095600- Resilient Flooring 11. Section 097200-Wall Coverings 12. Section 099000- Painting and Coating 13. Section 123200- Manufactured Wood Casework 14. Division 22 Plumbing 15. Division 26 Electrical 1.2. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 2. Shop Drawings: Show complete details of toilet accessories and required installation. 3. Product Data: Provide copies of manufacturer's standard product data on each item. 4. Manufacturer's Instructions: Include installation instructions, special procedures, and conditions requiring special attention. 5. Sample Warranty: Meet or exceed provisions specified by this Section. 1.3. REGULATORY REQUIREMENTS 1. ADA Requirements: State of Washington, WAC 51-30-3100, Chapter 11 - Accessibility. 1.4. DELIVERY, STORAGE, AND HANDLING 1. Conform to provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Deliver in original unopened protective packaging. Maintain protective covers on accessories until installation is complete. 3. Store in original protective packaging to prevent soiling, physical damage, and wetting. 1.5. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 2. Section 06100 and for required backing at wood stud framing. Coordinate backing for grab bars capable of supporting minimum 300 pound load. Park 77 Page 1 of 4 June 8, 2016 TOILET, BATH AND LAUNDRY ACCESSORIES SECTION 102800 1.6. WARRANTIES 1. Conform to Warranty provisions specified Division 01 Warranties and Bonds. 2. Mirror Manufacturer: Standard 10 year Warranty against silver spoilage of mirror glass. 3. Toilet Accessory Manufacturer: Standard 10 year limited parts Warranty. 2. PRODUCTS 2.1. MANUFACTURERS 1. Bobrick Washroom Equipment Inc. 1. Tel (206) 763-2850, Fax (206) 763-0842. 2. Website: http://www.bobrick.com 2. Bradley Corp., 1. Tel. (425) 821-8863, Fax (425) 821-8385. 2. Website: http://www.bradleycorp.com 3. American Specialties, Inc. (ASI) 1. Tel. (425)402-4242, Fax (425) 487-9909, 2. Website: http://www.americanspecialties.com. 4. World Dryer, Tel. (503) 228-7296 (Benz Co, Tom Benz), Tel. 1-800-323-070, Website www.worlddryer.com. 5. Substitution Requests: Submit for approval in accordance with Section 01631. 2.2. MATERIALS 1. Stainless steel: Type-304, Satin No. 4 finish. 2. Aluminum: Heavy duty cast aluminum, satin finish. 3. Mounting Devices: Manufacturer's standard, concealed or tamperproof. 2.3. MIRRORS 1. Channel Frame Mirror: 18 gauge stainless steel channel frame, mirror of No. 1 quality, 1/4 inch float or plate glass, electrolytically copper plated, mounted in shock absorbing material, and with galvanized steel back. Installed on concealed wall hangers, locked in place with theft resistant screws. Size: 24 inch wide by 36 inch high unless otherwise noted. 1. Bobrick B-165 Series, B-165 2436. 2. ASI 0620 Series. 3. Bradley 781 Series. 2.4. TOWEL BARS 1. 1/4" square towel bar x 24" long, satin stainless steel finish. 1. Bobrick B-205 x 24 or approved. 2. Locate (2) in each residential bathroom, as shown in Drawings. 2.5. SOAP DISPENSERS 2. Surface mounted accessible soap dispenser, type 304 stainless steel. Provide as shown in Drawings. 1. Bobrick B-132 or approved. Park 77 Page 2 of 4 June 8, 2016 TOILET, BATH AND LAUNDRY ACCESSORIES SECTION 102800 2.6. RECESSED MEDICINE CABINETS: 1. Recessed all-steel cabinet, 16 '/4"W x 21 '/z'H overall size, with baked-on white enamel finish. The door of the cabinet shall be painted the wall color. 2. Nutone 622, or approved. 3. Locate (1) in each residential unit, as shown in Drawings. 2.7. TOILET PAPER DISPENSERS 1. Type 304 stainless steel, satin finish. 2. Bobrick B-6857 or approved. 3. Locate at all water closets as, as shown in Drawings. 2.8. GRAB BARS 1. Grab Bars at accessible Water Closets: 1-1/4 inch diameter stainless steel, 42" long, 36" long, and 18" long (vertical) conforming to A117.1 - 2003 and Washington State Amendments. Provide with 4 set-screws and concealed Series 256 anchor plate at stud walls. 1. Bobrick B-5806.99 Series or approved. 2. Grab Bars at accessible Shower Stalls: 1-1/4 inch, diameter stainless steel, 24" long and 12" long, conforming to A-117.1-2003 and Washington State Amendments. Provide with 4 set-screws and concealed Series 256 anchor plate at stud walls. 1. Bobrick B-5806.99 Series or approved. 2.9. CLOTHES HOOKS 1. Single Clothes Hook: Type 304 stainless steel, satin finish, surface mounted with 2 stainless steel screws. 1. Bobrick B-233 or approved. 2. Locate (1) at 60"AFF (1) at 48"AFF in all residential bathrooms, as shown on Drawings. Locate (1) at 60"AFF (1) at 48"AFF in all bedroom closets, coordinate location in field with architect. 2.10. SEAT COVER DISPENSERS 1. Bobrick B-221 or approved. 2. Locate (1) in each Toilet Room, as shown on Drawings. 2.11. PAPER TOWEL DISPENSERS 1. Bobrick B-2620 or approved. 2. Locate (1) in each Toilet Room, as shown on Drawings. 3. Locate at Multi-Purpose Rooms, as shown on Drawings. 2.12. Waste Receptacle, Wall-Mounted, Enclosed WR: 1. Bradley Corp., Model 344-10 or approved. 2. Application: locations as shown on the drawings. 3. Mounting: Semi-recessed. 4. Capacity: 12 gal. 5. Material and Finish: Stainless steel, No. 4 finish (satin). 6. Cabinet and Flange: 22 ga. 2.13. BABY CHANGING STATIONS 1. Bobrick KB 100-00 or approved, molded high-density polyethylene with Microban Antimicrobial additive, reinforced full-length steel-on-steel hinge mechanism with 11- gauge steel mounting plates, graphics and safety messages in multiple languages and Braille, contoured changing surface area, nylon safety straps and bag hooks. Park 77 Page 3 of 4 June 8, 2016 TOILET, BATH AND LAUNDRY ACCESSORIES SECTION 102800 2. Mount and install to be accessible. 3. Locate (1) in each Toilet Room, as shown on Drawings. 2.14. FABRICATION: 1. Construct accessories of stainless steel, unless otherwise specified. 2. Locking Hardware: Key alike to other toilet equipment. 3. Templates and Concealed Anchor Plates: Furnish to applicable trades as required for each accessory together with location and mounting height. 4. Backing: Establish required backing for installations under work of Section 061000 and Section 092900, as applicable. Design grab bars for 300 pound minimum load. 3. EXECUTION 3.1. EXAMINATION 1. Verify conditions ready to receive work of this Section. Do no work until unsatisfactory conditions are corrected. 2. Verify proper anchor plates, framing, and backing for accessories. 3.2. PREPARATION 1. Field verify correct dimensions. 2. Protect surrounding areas and surfaces to preclude damage during work of this Section. 3. Verify plumbing fixture spacing affecting accessory installations 4. Protect surrounding areas and surfaces to preclude damage during work of this Section. 3.3. INSTALLATION 1. Conform to manufacturer's instructions and Contract Documents for mounting heights, locations, and sizes. Where not indicated, verify with Architect. 2. Secure equipment with concealed fasteners into solid framing or backing at walls and partitions at toilet compartments. Where exposed fasteners are required secure with tamperproof heads. 3. Grab Bars: Install on specified concealed anchor plate welded or screwed with self threading screws to studs. Meet structural strength requirements for 300 pound minimum bending stress, shear stress, shear force, and tensile force in accordance to WAC-51-20-3106. 4. Mirrors: Install to concealed wall hanger with theft resistant mounting screwed into blocking or backing at stud walls with manufacturer's approved fasteners. No visible fasteners permitted. 3.4. ADJUSTING AND CLEANING 1. Make adjustments for smooth operation and clean exposed surfaces. END OF SECTION Park 77 Page 4 of 4 June 8, 2016 STORAGE SPECIALTIES SECTION 105000 SECTION 105000— STORAGE SPECIALITIES 1. GENERAL 1.1. GENERAL: Comply with general provisions of the Contract, including General, Supplementary, and other Conditions, and with Division - 1 Specification Sections. 1.2. DESCRIPTION OF THE WORK: Includes, but is not limited to the following: 1. Cluster Mailbox Units, 2. Storage Shelving. 3. Bike Rack Storage. 4. All associated attachments, accessories and connectors necessary to provide a complete installation of the systems / equipment included in this section. 1.3. RELATED WORK: 1. Division 01 General Requirements 2. Section 055000 — Metal Fabrications 3. Division 32 Exterior Improvements 1.4. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 1. Shop Drawings. 2. Product Data. 3. Color Samples. 4. Installation Instructions. 1.5. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 2. Section 061000 and Section 092900 for backing and solid framing for support of work of this Section. 1.6. PRODUCT DELIVERY, STORAGE, AND HANDLING 1. Comply with provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Deliver in manufacturer's original unopened protective packaging clearly labeled as to brand name, contents, color, stock number, and order number on each package. 3. Verify undamaged condition before acceptance at Site 4. Store material in original packaging, flat, dry, well ventilated, under protective cover. 1.7. WARRANTY 1. Conform to Warranty provisions specified Division 01 Warranties and Bonds. 2. Manufacturers' standard limited warranty against defects in materials and workmanship. 2. PRODUCTS 2.1. CLUSTER MAILBOX UNITS 1. Manufacturer: Auth-Florence Manufacturing Company or USPS approved equal. 1. E-mail: www.auth-florence.com Park 77 Page 1 of 2 June 8, 2016 STORAGE SPECIALTIES SECTION 105000 2. CBU Series Type III, (4) 13- unit, as shown in Drawings. 3. Model #1570-13, "Vital". 4. Mount on reinforced concrete slab per Manufacturer's and USPS recommendations. See Drawings for details. 5. Color and finish to be selected by Architect. 2.2. MASTER BEDROOM CLOSET STORAGE SHELVING 1. Manufacturer: Rubbermaid or approved equal. 1. Email: www.rubbermaid.com 2. HomeFree Series Closet Kit. 3. 4 - 8 feet expandable wardrobe organizer kit for closets. 4. Color and finish to be selected by Architect from manufacturers standard colors. 2.3. STANDARD BEDROOM CLOSET STORAGE SHELVING 1. Manufacturer: Rubbermaid or approved equal. 1. Email: www.rubbermaid.com 2. HomeFree Series Closet Kit. 3. 3 - 6 feet expandable wardrobe organizer kit for closets. 4. Color and finish to be selected by Architect from manufacturers standard colors. 2.4. PANTRY/UTILITY CLOSET STORAGE SHELVING 1. Manufacturer: Rubbermaid or approved equal. 1. Email: www.rubbermaid.com 2. FastTrack Series Pantry Kit. 3. 4 feet adjustable wire shelving organizer kit for closets. 4. Color and finish to be selected by Architect from manufacturers standard colors. 2.5. BIKE RACK STORAGE 1. Manufacturer: Racor Home Storage Products or approved equal. 2. B-1 R Solo Bike Rack. Molded rubber hook and power coated finish. 3. Wall mounted with maximum capacity of 50 lbs. 4. 15" x 8 '/2" x 11 1/8". Provide blocking in wall at mounting locations. 5. Locate as indicated on the drawings. 3. EXECUTION 3.1. INSTALLATION 1. Install items in accordance with Manufacturer's instructions. 2. Install cluster mailbox units in accordance with U.S. Postal Service Standards, (USPS-B-118F) and as shown in Drawings. 3. Adjust work under provisions of Division 01. 3.2. CLEANING 1. Clean work under provisions of Division 01 Final Cleaning. END OF SECTION Park 77 Page 2 of 2 June 8, 2016 OTHER SPECIALTIES SECTION 108000 SECTION 108000— OTHER SPECIALTIES 1. GENERAL 1.1. General: Comply with general provisions of the Contract, including General, Supplementary, and other Conditions, and with Division - 1 Specification Sections. 1.2. Description of the Work: Includes, but is not limited to the following: 1. Fire Extinguishers & Cabinets. 2. Corner Guards (Community Building only). 1.3. Related Work: 1. Section 055000 — Metal Fabrications. 2. Section 061000 - Rough Carpentry. 3. Section 062000— Finish Carpentry. 4. Section 074646— Fiber-Cement Siding. 5. Section 076000— Flashing and Sheet Metal. 6. Section 079000 - Joint Protection. 7. Section 092900 - Gypsum Board. 8. Section 099000 - Painting and Coating. 1.4. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 1. Shop Drawings. 2. Product Data. 3. Color Samples from manufacturer's full range. 4. Installation Instructions. 1.5. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 2. Section 061000 for backing and solid framing for support of work of this Section. 1.6. PRODUCT DELIVERY, STORAGE, AND HANDLING 1. Comply with provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Deliver in manufacturer's original unopened protective packaging clearly labeled as to brand name, contents, color, stock number, and order number on each package. 3. Verify undamaged condition before acceptance at Site 4. Store material in original packaging, flat, dry, well ventilated, under protective cover. 1.7. WARRANTY 1. Conform to Warranty provisions specified Division 01 Warranties and Bonds. 2. Manufacturers' standard limited warranty against defects in materials and workmanship. 2. PRODUCTS 2.1. Fire Extinguishers and Cabinets: 1. Provide products by one of the following: Park 77 Page 1 of 3 June 8, 2016 OTHER SPECIALTIES SECTION 108000 1. Larsen's Manufacturing Co., www.larsensmfg.com. 2. J. L. Industries, www.jlindustries.com. 3. Or approved equal. 2. Fire Extinguishers (F.E.): J.L. Industries "Cosmic E" Series, U.L. rated or approved, 5 lb., ABC, dry chemical, portable fire extinguisher. Provide surfaced-mounted cabinets as specified herein. Provide 5 as shown on the Drawings and an additional 5 locations and types as directed by the Fire Marshal. Credit back the owner any uninstalled extinguishers. 1. Type 1 shall be: 2A-10BC 2. Type 2 shall be: 4A-60BC 3. Type 3 shall be: 4013C 3. Fire Extinguisher Cabinets (F.E.C.): provide locks on doors. 1. Larsen "Architectural Series", full panel break glazing (clear acrylic) with Larsen- Loc, clear anodized aluminum, AL-2409-SM at all fire extinguisher locations. Provide 5 as shown on the Drawings and an additional 5 locations and types as directed by the Fire Marshal. Credit back the owner any uninstalled extinguisher cabinets. 2. Cabinet box sized to accommodate the fire extinguisher it will contain. 3. Lettering spelling "FIRE EXTINGUISHER". 4. Bottom of cabinet box to be 27" max. above finish floor or finish grade /finish surface to achieve accessible/ADA criteria. 2.2. Corner Guards: 2.5" x 2.5" x 48" long, 0.100" thickness rigid, clear polycarbonate; V2 rated in accordance with UL94; Impact resistance of 16 ft. lbs./in. per ASTM D256 Notch Izod Test; surface mounted. 1. Manufacturers: IPC, Miller, Trimaco or approved equal. 2. Provide at all outside corners of interior GWB walls for Offices and Laundry Room only. 3. Mount immediately above wall base. Attach with chrome plated screw fasteners at 9" o.c. each face. Attach securely with fasteners of sufficient length to penetrate wood stud framing. 2.3. Wood Corner Guards: 2.5" x 2.5" x 48" long, 0.5" thickness wood to match chair rail and wall base; surface mounted. 1. Manufacturers: IPC, Miller, Trimaco or approved equal. 2. Provide at all outside corners of interior GWB walls for Community Room as indicated on the drawings. 3. Mount immediately above wall base to the chair rail. Attach securely with fasteners of sufficient length to penetrate wood stud framing. 3. EXECUTION 3.1. Inspection: 1. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances, surface conditions of wall, and other conditions affecting performance of the Work. 2. Ensure drywall or siding surface is clean and level in order to accept Work of this section. Park 77 Page 2 of 3 June 8, 2016 OTHER SPECIALTIES SECTION 108000 3. Examine walls and partitions for proper preparation and backing for Work of this section. 4. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2. Preparation: 1. Comply with manufacturer's written instructions for surface preparation. 2. Clean substrates of substances that could impair the installation of the Work of this section, including dirt, mold and mildew. 3.3. Installation: 1. Install per manufacturer's recommendations. 2. Install fire extinguishers and cabinets at height per Owner's and Stanwood Fire Department's direction (must meet accessible ADA criteria). 3. Keep perimeter lines straight, level and plumb. 4. Provide grounds, clips, backing materials, adhesives, brackets, anchors, trim, flashing and accessories necessary for complete installation, and as required and recommended by manufacturer. 3.4. Demonstration: 1. Demonstrate proper installation and performance of fire extinguishers to the Engineer and the Local Fire Marshall. 3.5. Cleaning and Protection: 1. Clean work under provisions of Division 01 Final Cleaning. END OF SECTION Park 77 Page 3 of 3 June 8, 2016 RESIDENTIAL EQUIPMENT SECTION 113000 SECTION 113000 — RESIDENTIAL EQUIPMENT 1. GENERAL 1.1. GENERAL: Comply with general provisions of the Contract, including General, Supplementary, and other Conditions, and with Division - 01 Specification Sections. 1.2. DESCRIPTION OF THE WORK: Includes, but is not limited to the following: 1. Residential Grade Appliances. 2. All associated attachments, accessories, and connections necessary to provide a complete installation of the systems / equipment included in this section. 1.3. RELATED WORK: 1. Section 061000— Rough Carpentry. 2. Section 062000 — Finish Carpentry. 3. Section 092900 — Gypsum Board. 4. Section 096500— Resilient Flooring. 5. Section 099000— Painting and Coating. 6. Section 123200 — Manufactured Wood Casework. 7. Division 22 Plumbing 8. Division 23 Heating, Ventilating, and Air Conditioning 9. Division 26 Electrical 1.4. SUBMITTALS 1. Submit under provisions of Division 01 Shop Drawings, Product Data and Samples. 1. Product Data. 2. Installation Instructions. 1.5. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 2. Section 061000 for backing and solid framing for support of work of this Section. 1.6. PRODUCT DELIVERY, STORAGE, AND HANDLING 1. Comply with provisions of Division 01 Product Requirements and manufacturer's instructions. 2. Deliver in manufacturer's original unopened protective packaging clearly labeled as to brand name, contents, color, stock number, and order number on each package. 3. Verify undamaged condition before acceptance at Site 4. Store material in original packaging, flat, dry, well ventilated, under protective cover. 1.7. WARRANTY 1. Conform to Warranty provisions specified Division 01 Warranties and Bonds. 2. Manufacturers' standard limited warranty against defects in materials and workmanship. 1.8. MAINTENANCE 1. Submit under provisions of Division 01 Operating and Maintenance Data. 2. Maintenance Data: Manufacturer's cleaning and maintenance instructions. 3. Operation Data: Manufacturer's operating instructions. Park 77 Page 1 of 3 June 8, 2016 RESIDENTIAL EQUIPMENT SECTION 113000 2. PRODUCTS 2.1. RESIDENTIAL GRADE APPLIANCES: Model numbers listed are from the manufacturer's most recently available catalog. If numbers listed are outdated, provide models which are most current with capacities, sizes and features comparable to the listed models. Provide the following appliances: 1. Range/Oven(s): Electric, free-standing range with self-cleaning oven and coil elements. 1. Manufacturers: Frigidaire, Whirlpool, Kenmore or approved. 2. Color: White. 3. To establish a standard of quality and features desired, the following appliance has been selected: 1. Frigidaire Model #FFEF3011 LW. 2. Frigidaire Model #FFEF3009PW at accessible units. 2. Range Hood: 30" wide, ducted, variable speed with halogen lamps. 1. Manufacturers: GE 2. Color: White. 3. To establish a standard of quality and features desired, the following appliance has been selected: 1. GE model #JVE40D. 3. Dishwasher(s): 1. Manufacturers: Frigidaire, Whirlpool, Kenmore or approved. 2. Color: White. 3. To establish a standard of quality and features desired, the following appliance has been selected: 1. Frigidaire Model #FGHD2472PW. 2. Frigidaire Model #FDB2410HIS at accessible units. 4. All dishwashers shall be "Energy Star" rated. 4. Upright Refrigerator(s): Frigidaire "Energy Star". 1. Minimum Requirements for residential units: 1. Capacity, Freezer: 5.3 Cu. Ft. 2. Capacity, Refrigerator: 15.3 Cu. Ft. 2. Color: White. 3. To establish a standard of quality and features desired, the following appliance has been selected: 1. Frigidaire Model #FFHT2126PW 2. Frigidaire Model #FFHT1715LW at accessible units. 4. All refrigerators shall be "Energy Star" rated. 5. Under-cabinet Compact Refrigerator(s): Frigidaire 1. Capacity: 2.5 Cu. Ft. 2. Color: White 3. To establish as standard of quality and features desired, the following appliance has been selected: 1. Frigidaire Model #FFPH25M4LB 4. All refrigerators shall be "Energy Star" rated. 6. Provide all materials as required for a complete installation of all appliances. Materials shall be fully compatible and by the same manufacturer as the specified products. 3. EXECUTION Park 77 Page 2 of 3 June 8, 2016 RESIDENTIAL EQUIPMENT SECTION 113000 3.1. Installation 1. Install items in accordance with manufacturer's instructions. 2. Adjust work under provisions of Division 01. 3.2. Cleaning 1. Clean work under provisions of Division 01 Final Cleaning. END OF SECTION 113000. Park 77 Page 3 of 3 June 8, 2016 PLAYFIELD EQUIPMENT AND STRUCTURES SECTION 116800 SECTION 116800 - PLAY FIELD EQUIPMENT AND STRUCTURES 1. GENERAL 1.1. Summary: Provide and install miscellaneous site furnishings, including but not limited to: 1. Basketball post, backboard and goal. 2. Playground equipment and structure furnished by owner and installed by contractor (OFIC). 3. All accessories and attachments necessary to provide a complete installation of the systems /equipment included in this section. 1.2. Related Work: 1. Division 01 General Requirements 2. Division 03 Concrete 3. Section - 055000 - Metal Fabrications. 4. Section - 099000 - Painting and Coating. 5. Division 31 Earthwork 6. Division 32 Exterior Improvements 1.3. Submittals: 1. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, finishes, field-assembly requirements, and installation details. 2. Samples for Initial Selection: For units with factory-applied color finishes. 1.4. Quality Assurance: Source Limitations: Obtain each type of site furnishing through one source from a single manufacturer for consistency of design. 2. PRODUCTS 2.1. Materials: 1. Steel: Free from surface blemishes and complying with the following: 1. Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Steel Pipe: Standard-weight steel pipe complying with ASTM A 53, or electric- resistance-welded pipe complying with ASTM A 135. 3. Tubing: Cold-formed steel tubing complying with ASTM A 500. 4. Mechanical Tubing: Cold-rolled, electric-resistance-welded carbon or alloy steel tubing complying with ASTM A 513, or steel tubing fabricated from steel complying with ASTM A 569/A 569M and complying with dimensional tolerances in ASTM A 500; zinc coated internally and externally. 5. Sheet: Commercial steel sheet complying with ASTM A 569/A 569M. 6. Perforated Metal: From steel sheet not less than 0.1196-inch nominal thickness; manufacturer's standard perforation pattern. 7. Expanded Metal: From carbon-steel sheets, de-burred after expansion, and complying with ASTM F 1267. 2. Stainless Steel: Free from surface blemishes and complying with the following: 1. Sheet, Strip, Plate, and Flat Bars: ASTM A 666. 2. Pipe: Schedule 40 steel pipe complying with ASTM A 312/A 312 M. 3. Tubing: ASTM A 554. 4. Remove tool and die marks and stretch lines or blend into finish. Park 77 Page 1 of 3 June 8, 2016 PLAYFIELD EQUIPMENT AND STRUCTURES SECTION 116800 3. Anchors, Fasteners, Fittings, and Hardware: Manufacturer's standard, corrosion- resistant-coated or non-corrodible materials; commercial quality; tamperproof, vandal and theft resistant; concealed, recessed, and capped or plugged. Provide as required for site furnishings' assembly, mounting, and secure attachment. 1. Angle Anchors: For inconspicuously bolting legs of site furnishings to on- grade substrate; one per leg. 2. Antitheft Hold-Down Brackets: For securing site furnishings to substrate; two per unit. 4. Non-shrink, Nonmetallic Grout: Premixed, factory-packaged, non-staining, non- corrosive, nongaseous grout complying with ASTM C 1107. Provide grout, recommended in writing by manufacturer, for exterior applications. 5. Erosion-Resistant Anchoring Cement: Factory-packaged, non-shrink, non- staining, hydraulic-controlled expansion cement formulation for mixing with potable water at Project site to create pour-able anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended in writing by manufacturer for exterior applications. 6. Galvanizing: Where indicated for steel and iron components, provide the following protective zinc coating applied to components after fabrication: 7. Finishes: 1. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 2. Steel and Galvanized Steel Finishes 1. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, 2. PVC Finish: Manufacturer's standard. 3. As noted below. 2.2. Basketball Equipment: 1. Basketball Post: GameTime/SITELines (or approved equal), Model #460, cantilevered post, 4' extension for one backboard, 4%" overall diameter galvanized pipe upright. Installation per Manufacturer's recommendations (including concrete footing). Location as shown in Drawings. 2. Basketball Backboard: GameTime/ SITELines (or approved equal), Model #854 fan shaped cast aluminum backboard. Installation per Manufacturer's recommendations. Location as shown in Drawings. 3. Basketball Goal: GameTime/ SITELines (or approved equal), Model #664 standard goal with nylon net. Installation per Manufacturer's recommendations. Location as shown in Drawings. 2.3. Playground equipment and structure: 1. GameTime (or approved equal) connected playground structure as shown on the Drawings, including the following activities: 1. Wave Zip Slide #18381 2. Barrier Enclosure with Steering Wheel #12432 3. Stepped Platform #18264 4. Bubble Climber#12917 5. Stepped Platform #18264 6. Entrance Archway#12093 7. Mini Pod Toad Stool #6141 8. Accessible Stepped Platform #18264 9. Triangle Transfer Platform #18337 10. Triangular Shroud #26094 (5) 11. Single Link Cross Beam #26093 Park 77 Page 2 of 3 June 8, 2016 PLAYFIELD EQUIPMENT AND STRUCTURES SECTION 116800 12. Stretched Loop Ladder#26080 13. Ladder Wall #26067 14. 3 Way X-Pod Step #26058 15. GT Xcelerator#26077 2. GameTime (or approved equal) stand-alone playground equipment as shown on the Drawings, including the following activity: 1. Balance Beam #4625 3. Playground equipment and structure must meet ASTM Standard F 1487. 4. Soft resilient surfacing shall be placed in the use zones of all equipment, as specified for each type of equipment, and at depths to meet the critical fall heights as specified by the U.S. Consumer Product Safety Commission & ASTM Standard F 1487. Refer to Section 321800 Athletic and Recreational Surfacing. 3. EXECUTION 3.1. Examination: Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2. Installation: Comply with manufacturer's written installation instructions, unless more stringent requirements are indicated. Complete field assembly of site furnishings, where required. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed. Install site furnishings level, plumb, true, and securely anchored at locations indicated on Drawings. Post Setting: Set cast-in support posts in concrete footing with smooth top, shaped to shed water. Protect portion of posts above footing from concrete splatter. Verify that posts are set plumb or at correct angle and are aligned and at correct height and spacing. Hold posts in position during placement and finishing operations until concrete is sufficiently cured. Posts Set into Voids in Concrete: Form or core-drill holes for installing posts in concrete to depth recommended in writing by manufacturer of site furnishings and 3/4 inch larger than OD of post. Clean holes of loose material, insert posts, and fill annular space between post and concrete with non-shrink, nonmetallic grout or anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions, with top smoothed and shaped to shed water. Pipe Sleeves: Use steel pipe sleeves preset and anchored into concrete for installing posts. After posts have been inserted into sleeves, fill annular space between post and sleeve with non-shrink, nonmetallic grout or anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions, with top smoothed and shaped to shed water. 3.3. Cleaning: 1. After completing site furnishing installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish or replace component. END OF SECTION Park 77 Page 3 of 3 June 8, 2016 WINDOW BLINDS SECTION 121000 SECTION 11000—WINDOW BLINDS PART 1 GENERAL 1.1. GENERAL: Comply with general provisions of the Contract, including General, Supplementary, and other Conditions, and with Division - 01 Specification Sections. 1.2. DESCRIPTION: Work includes, but is not limited: 1. Furnish and install window blinds. 2. Furnish and install door blinds. 3. All associated attachments and accessories necessary to provide a complete installation of the systems / equipment included in this section. 1.3. RELATED WORK 1. Division 01 General Requirements 2. Section 061000 - Rough Carpentry. 3. Section 062000 - Finish Carpentry. 4. Section 084313 —Aluminum — Framed Storefronts. 5. Section 085300 - Plastic Windows. 6. Section 088000 - Glazing. 7. Section 092900 - Gypsum Board. 8. Section 099000 - Painting and Coating. 1.4. SUBMITTALS: In addition to Manufacturer's product data and installation instructions, submit the following: 1. Samples of materials and finishes. 2. Shop drawings for installations not fully detailed in product data. 1.5. QUALITY ASSURANCE: Provide complete assemblies produced by one Manufacturer for each type required including hardware, accessory items, mounting brackets, and fastenings. 1.6. COLORS: As shown or as selected by Owner or Architect from Manufacturer's full range. 1.7. WARRANTY: 1. Submit per Division 01 Warranties and Bonds. 2. Ten-year warranty on manually operated components, except cord or bead chain which is a maintenance/service item. Ten-year warranty on shade cloth with provision that it will not deteriorate, sag or warp and will remain fit for use for the full warranty period when used as an interior roller-shade. 1. Warrant hardware components to be free from defects in material and workmanship under the normal and proper use for a period of ten (10) years (from date of Final Acceptance). PART 2 PRODUCTS 2.1 HORIZONTAL WINDOW BLINDS: Manufacturer's standard vertical lifting and horizontal tilting unit complete with head rail, bottom rail, slats and accessories. 1. Manufacturer: Subject to compliance with requirements, provide products of one of the following: 1. Hunter Douglas, Inc.; "Celebrity" Series. Park 77 Page 1 of 2 June 8, 2016 WINDOW BLINDS SECTION 121000 2. Levelor Lorentzen, Inc.; "Riviera" Series. 3. Marathon Carey-McFall Div., Marathon Mfg. Co.; "Bali" 2. Head rail formed from sheet steel, min. 0.025" thick, into channel-shaped section housing tilting mechanism; with top and end braces, top cradles, cord lock and required accessories; finished to match slats. 3. Bottom rail formed from steel sheet into tubular shape, with end caps, finished to match slats. 4. Ladders: Braided polyester cord design with integrally braided ladder rungs. 5. Tilting mechanism to hold tilting rod, slats and bottom rail at any set angle, wand operation. 1. Provide extra-length wands at high installations. 6. Lifting mechanism consisting of crash-proof cord locks with cord separators, braided polyester or nylon lift cords, and cord equalizers. 1. Provide extra-length lift cords at high installations (clerestories, etc.). 7. Installation brackets including mounting hardware as recommended by Manufacturer for installation indicated. 8. Operation to provide full-tilting slats rotating approximately 180 deg with operating controls on left side; full height raising with lifting cord locks and cords on right-hand side of units unless otherwise indicated. 9. Finish units with Manufacturer's standard baked-on synthetic enamel finish. Color(s) as selected by Architect from Manufacturer's standard colors. 2.2 APPLICATION 10. Provide window blinds at all exterior windows of all rooms and spaces, except as follows: 1. Bathroom windows with Obscure glass. 11. Provide window blinds at all interior relites. PART 3 EXECUTION 3.1 FABRICATION: Fabricate units to completely cover the openings as indicated, from head-to-sill and jamb-to-jamb. For continuous window wall installations, fabricate units so that ends occur only over mullions or other defined vertical separations, unless otherwise indicated. 3.2 INSTALLATION 1. Install units to comply with Manufacturer's instructions for type of mountings and operations required. 2. Provide units plumb and true, securely anchored in place with recommended hardware and accessories to provide smooth, easy operation. 3.3 CLEANING 1. After completing installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish or replace component. END OF SECTION Park 77 Page 2 of 2 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 SECTION 123200- MANUFACTURED WOOD CASEWORK 1. GENERAL 1.1. SUMMARY 1. Section Includes: 1. Shop fabricated modular and custom casework. 2. Plastic laminate faced casework and countertops. 3. Hardware, accessories, and attachments necessary to provide a complete installation of the systems/equipment included in this section. 2. Related Work: 1. Division 01 General Requirements 2. Section 033000 - Cast-In-Place Concrete. 3. Section 035412 -Gypsum Cement Underlayment. 4. Section 055000 - Metal Fabrications. 5. Section 061000 - Rough Carpentry. 6. Section 062000 - Finish Carpentry. 7. Section 079000 -Joint Protection. 8. Section 092900 -Gypsum Board. 9. Section 096500 - Resilient Flooring. 10. Section 099000 - Painting and Coating. 11. Section 102800 -Toilet, Bath and Laundry Accessories. 12. Section 113000 - Residential Equipment. 13. Division 22 Plumbing 14. Division 23 Heating, Ventilating, and Air Conditioning 15. Division 26 Electrical 16. Division 27 Communications 1.2. DEFINITIONS 1. Terminology for Surface Visibility: As defined, AWI 400-G-3, Identification of Parts including as follows. 1. Exposed Surfaces: 1. Surfaces visible when doors and drawers are closed. 2. Bottom Surfaces of cabinets over 42 inches above floor. 3. Top surfaces of cabinets under 78 inches above floor or visible from upper floor or staircase. 4. Portions of casework visible after fixed appliances are installed. 5. Front edges of cabinet body members. 2. Semi-Exposed Surfaces: 1. Inside cabinet surfaces visible when doors and drawers are open. 2. Surface visible when cabinets and shelving are open type or behind clear glass doors. 3. Bottoms of casework over 30 inches and under 42 inches above floor. 4. Front edges of shelving behind doors. 3. Concealed Surfaces: 1. Surfaces never visible after casework installation. 2. Bottoms of cabinets under 30 inches above floor. 3. Tops of casework over 78 inches above floor unless exposed to view as defined above. 4. Stretchers, blocking, and components concealed by cabinet construction. Park 77 Page 1 of 8 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 4. Exposed Edges: 1. Edges of exposed surfaces, including edges exposed to view such as seen from above or below casework. 2. Edges of exposed adjustable shelving. 5. Semi-Exposed Edges: Edges of semi-exposed surfaces, exposed behind fully open doors and drawers. 6. Concealed Edges: Edges of concealed surfaces. 1.3. SUBMITTALS 1. Submit in accordance with Division 01 Shop Drawings, Product Data and Samples. 2. Shop Drawings: Casework and millwork locations, large scale plans, elevations, cross sections, joint details, dimensions, tolerances, clearances, fastening methods, accessory listings, hardware locations, blocking requirements for anchor placement, and utility/service requirements and locations. 3. Product Data: Published brochures accepted as substitution for Shop Drawings where specifically applicable to requirements of Contract Documents. 4. Samples: Show conformance with Contract Documents. 1. Hardware: hardware pulls and latches with specified finish. 2. Hardwood Finish: Samples of hardwood veneer and lumber with specified transparent finish. 3. Shelf Supports: Samples of shelf clips for adjustable shelving within casework. 1.4. QUALITY ASSURANCE 1. Single Source Responsibility: Fabricate and install casework under responsibility of single casework manufacturer. 1.5. QUALIFICATIONS 1. Manufacturer/Installer Qualifications: 1. Architectural Woodwork Institute (AWI) Certified, Woodwork Institute (WI) Certified, per Architectural Woodwork Standards, or accepted by Architect. 2. Minimum 5 years documented experience in manufacturing and installing custom casework and millwork in commercial projects of similar scope and quality. 1.6. REGULATORY REQUIREMENTS 1. Conform to Regulatory Requirements specified by Division 01 Quality Control. 2. Seismic Bracing: 1. Design and install casework using seismic braces, anchors, and stiffeners to restrain overturning of casework, suitable for Seismic Zone 3. 2. Include ICBO approved anchors. 1.7. DELIVERY, STORAGE, AND HANDLING 1. In accordance with Division 01 Product Requirements and manufacturer's instructions. 2. Product Handling: Do not deliver shop fabricated items until installation areas are ready (including completion of painting, wet work, grinding and similar operations which could damage, soil or deteriorate casework and millwork). 3. Storage: Store in areas meeting requirements for installation areas. 4. Protection: Protect finished surfaces from soiling and damage during handling and installation. Keep covered with polyethylene film or other protective covering. Park 77 Page 2 of 8 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 5. Replacements— In the event of damage, including water intrusion, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 1.8. FIELD MEASUREMENTS 1. Verify field dimensions indicated on shop drawings before beginning work of this Section. 1.9. COORDINATION 1. Conform to Division 01 Coordination for coordination with work of other Sections. 2. Section 061000 for installation into work of Section 092900 for backing and attachments as necessary for casework and bracket supports at open casework. 3. Division 22, Division 23, Division 26, and Division 27. Provide for installation of concealed and semi-concealed electrical and mechanical cut-outs and items into casework. Include coordination for electrical equipment into electrical equipment closets. 2. PRODUCTS 2.1. MANUFACTURERS / FABRICATORS 1. Pearson Millwork, Inc. Tel. (360)435-9516 2. Markay Cabinets, Tel: (360) 779-3443 1. 24950 Stottlemeyer Road, Poulsbo, WA 98370 3. Lanz Cabinets, Tel: (253) 682-0167 1. P.O. Box 98805, Lakewood, WA 98498-0805 4. Huntwood Industries, Tel: (509) 924-5858 1. 3808 N. Sullivan Road, Bldg. 26, Spokane, WA 99216 5. Genothen. Tel. (360) 352-3636 1. 2948 2911 Ave. SW, Tumwater, WA 98512 6. Substitution Requests: Conform to provisions of Section 01631. 2.2. PLASTIC LAMINATE MATERIALS 1. Manufacturers: 1. Wilsonart. 2. Formica. 3. Nevamar Corporation. 2. Meet or exceed NEMA LD3 standards for high pressure decorative laminate with low glare, fine textured finish. Manufacturer's product and colors as selected by Architect. 3. Horizontal Grade Plastic Laminate: NEMA GP50, 0.048 inch thick. 4. Vertical Grade Plastic Laminate: NEMA GP28, 0.028 inch thick. 5. Post Forming Grades Plastic Laminate: Provide in lieu of Horizontal and Vertical Grades. 1. Horizontal: NEMA PF42, 0.038 inches thick. 2. Vertical: NEMA PF30, 0.028 inches thick. 6. Liner Grade Plastic Laminate: NEMA CL20, 0.020 inch thick for balancing sheets. 7. Melamine Laminate: Thermoset melamine cabinet liner. Provide at semi- exposed/interior casework surfaces concealed behind doors and drawers, except as otherwise indicated for wood veneer doors. Park 77 Page 3 of 8 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 2.3. WOOD LUMBER MATERIALS 1. Moisture Content: From 6 to 8 percent. 2. Hardwood Lumber: Conform to AWI Section 100. 1. Exposed Surfaces and Semi-Exposed Surfaces: Select white maple, plain- sawn, AWI Section 100, Grade 11. 2. Concealed Surfaces: Mill option. 3. Softwood Lumber Manufacturer's standard: Conform to AWI Section 100. 1. Concealed Surfaces: Mill option. 2. Semi-Concealed Surfaces: Mill option species, AWI Grade 11.2. 4. Hardwood Edge Trim: Splined solid hardwood lumber, matching face veneer, flush with adjacent surfaces, edges eased. 5. Other Lumber Materials: As specified Section 062000. 2.4. HARDWOOD VENEER PANELS 1. Core: Industrial Grade Particleboard. 2. Exposed Surfaces: Maple Hardwood, plain sliced, AWI 200, Grade 11, light oak hardwood at Building A. 3. Semi-Exposed Surfaces: 1. Backside of Doors: Hardwood veneer matching face sheet species and thickness. 2. Other: Thermally-fused Melamine laminate. 4. Concealed Surfaces: Manufacturer's standard balancing sheet. 5. Panel Edges: Hardwood lumber matching face sheet. 2.5. COUNTERTOP CORE 1. %" Medium Density Particleboard or Plywood. 2.6. MOISTURE RESISTANT COUNTERTOP CORE 1. Provide as core for countertops subject to moisture conditions, such as those with sink cutouts. Acceptable panel products include: 1. Moisture-Resistant MDF (Medium Density Fiberboard). 2. Hardboard Faced Plywood: APA PLYRON, Exposure 1, Plywood panel core with smooth tempered or untempered hardboard facing on both sides. 2.7. HARDWARE 1. Exposed Metal Finish: US 26D (626) Satin Chrome. 1. Hinges: Concealed 1250 hinge (minimum), Full Overlay. 2. Door and Drawer Pulls: Provide hand scoops in locations to provide easiest access. Provide the following at accessible Type A, Type B and HUD residential units: 1. Sugatsune, Cu-H-135, satin finish. 3. Catches: Magnetic, 7 pound catch. 4. Drawer Slides: Steel ball bearing movement, electro-plate zinc with clear lacquer coating. Accuride specified for type and quality. 1. Medium Duty Standard Drawers: 1. Maximum 16 Inch Drawer Width: Accuride No. 3834, lever disconnect side mounting, 90 pound load rating, 1 inch over travel extension slides. 2. Maximum 24 Inch Drawer Width: Accuride 7434, rail disconnect side mounting, 100 pound load rating, 1 inch over travel extension slides. 5. Shelf Clips (where applicable): Polycarbonate, double 5 mm pegs, fitting 32 mm support hole spacing, designed to lock shelf in place, suitable for 3/4 inch and 1 inch thick shelves, 500 pound load capacity. Clear color. Park 77 Page 4 of 8 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 1. Lyman Associates, Inc., Self Securing Clip, Tel. (253) 639-3350 Fax: (253) 639- 8661, Web Site http://www.lymanassociates.com . 2. Allen Field / PX Industries Inc., HD Double Pin Shelf Lock No. 55536, Tel. (631) 756-0810, Fax (631) 756-0436, Web Site http://www.allenfield.com . 3. Bainbridge Manufacturing, Inc., Dual Sized Support, Item Number 3220, Tel 1- 800-255-4702 / (509) 745-9555, Fax (509) 745-9666, Web Site http://bainbridgemfg.com . 6. Adjustable Wall Shelf Standards and Brackets (where applicable): Anochrome electro-plated finish. 1. Medium Duty at Display Casework: 16 gauge, 1 inch adjustment, 3/4 inch x 1/2 inch high. Capacity 405 pounds at 12 inch shelf depth with brackets at 16 inch on center. 1. Standards: Knap &Vogt No. 83 ANO. 2. Brackets: Knap & Vogt No. 183 ANO. 2. Screws: Suitable for purpose, flat heads set flush into standards so as to not interfere with mounting of brackets. 2.8. PREMANUFACTURED CASEWORK 1. Community Room Changing Table. 1. Changing Table with steps and 6" pan. Model g268 as manufactured by Community Playthings. 2. Accessory Clear Panel Screen 32" x 48" as manufactured by Community Playthings. 2.9. ACCESSORIES 1. Glue for Woodwork: Water-resistant, AWI Type I or Type II, applicable for intended use. 2. Plastic Laminate Adhesives: EPA VOC compliant, as instructed by manufacturer. 2.10. FABRICATION 1. Shop fabricate in accordance with AWI Section 400, Custom Grade, Full Overlay construction. 2. Shop assemble casework for delivery to site in its easily handled and to permit passage through building openings. 3. Plastic Laminate Countertop and Back Splash: 1. Countertop Core: Medium density Particleboard. Provide moisture-resistant MDF core at base sink cabinets (18" either side). Minimum 3/4 inch thick. Bullnose edge. 1. Moisture-resistant at sink countertops and where subject to moisture. 2. Plastic Laminate Face Sheet: 1. Horizontal Grade high pressure laminated plastic 2. Post Forming Grade, accepted at countertops with integral backsplash. 3. Plastic Laminate Backing Sheet: Liner Grade at countertops and backsplashes. 4. Hardwood Lumber Edge Trim: Minimum 1-1/4 inch face exposure. Locate at hardwood veneer faced casework as shown on Drawings. 4. Wood Faced Cabinets: 1. Panel Core: 3/4 inch thick Medium Density Particleboard panels. 2. Surface Veneer: Maple Hardwood, plain sliced, AWI 200, Grade II, light oak hardwood at Building A. 3. Exposed Surface Finish: Clear, transparent finish. 4. Concealed Surface Finish: Liner Grade balancing sheet, including at concealed tops, bottoms, sides, and backs of casework. Park 77 Page 5 of 8 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 5. Base Cabinet Subtops: Solid, except 4 inch wide front to back rails at each side of sink openings. 6. Cabinet Backs: 1. Concealed Backs Installed Against Walls: 1/2 inch thick panel. Seal concealed panel face to prevent moisture intrusion. 2. Exposed Backs at Freestanding Casework: 3/4 inch thick hardwood veneer faced panel. 7. Cabinet Doors: 1. Wood Faced Casework: 1. Panel Core: 3/4 inch thick plywood or medium density fiberboard (MDF) panels. 2. Faces: Maple Hardwood, plain sliced, AWI 200, Grade II. Light Oak hardwood at Building A. 3. Edges: Maple Hardwood edge banding to match face. Light Oak hardwood at Building A. 2. Hardware: 1. Pulls: Provide at accessible level. 2. Hinges: Two for each door, except three hinges on doors exceeding 48 inch height. 3. Magnetic Catches: One for each door, except two on doors exceeding 48 inch height. 8. Cabinet Drawers: 1. Wood Faced Casework: 1. Front: 3/4 inch lumber or panel. 2. Face: Maple Hardwood, plain sliced, AWI 200, Grade II. Light Oak hardwood at Building A. 3. Edges: Maple Hardwood edge banding to match face. Light Oak hardwood at Building A. 2. Subfronts and Backs: 3/4 inch plywood or medium density fiberboard (MDF), faced with melamine laminate. 3. Sides: 1/2 inch plywood or medium density fiberboard (MDF)faced with melamine laminate. 4. Bottoms: 1/2 inch thick medium density fiberboard (MDF) or marine grade plywood faced with melamine laminate. 1. House into sides, front, and back with continuous dado or lock shouldered construction. 2. Completely glued around perimeter with hot-melt or PVA adhesive. 5. Edges of Drawer Box: PVC edge banding. 6. Drawer Joints: Assemble true and square with doweled, lock-shoulder, or rabbeted joints. 7. Drawer Slides: Mount with positive in and out stops for permanent alignment and quiet operation. 8. Pull: Provide at top of drawer face at accessible level. 9. Fixed and Adjustable Casework Shelves In Open Shelving: 1. Shelf Span: Maximum 36 inch without intermediate support. 2. Shelf Thickness: 1 inch minimum. 3/4 inch not accepted. 3. Plastic Laminate Faced Casework: 1. Panel Core: Medium Density Particleboard. 2. Faces: Melamine cabinet liner both sides. 3. Edges of Fixed Shelves: PVC edge band at exposed face. 4. Edges of Adjustable Shelves: PVC edge band at all four edges. Park 77 Page 6 of 8 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 10. Fixed and Adjustable Wire Shelving in all Closed Shelving. 2.11. FINISHES 1. Plastic Laminate Colors: As selected by Owner or Architect from manufacturer's full assortment of colors. 2. Wood Finish: Transparent Factory Finish, TR-4 Conversion Varnish or TR-6 Catalyzed Polyurethane, Satin finish. 3. Melamine Liner Color: To be determined from manufacturer's full range. 3. EXECUTION 3.1. EXAMINATION 1. Verify installation conditions as satisfactory to receive work of this Section. 2. Verify backing and framing in place for support of wall mounted and wall supported casework and millwork of this Section. 3.2. INSTALLATION 1. Install in accordance with manufacturer's instructions and provisions of Contract Documents. 2. Position casework units in alignment, level, and plumb. 3. Screw fasten casework backs into solid wall backing or framing. 1. Set heads flush with casework surface. Putty exposed and semi-exposed heads to match approximate color of surface. 2. Install wall-hung cabinets with sufficient fasteners and devices to firmly and rigidly support cabinet with normal loaded weight. 3. Fasten adjoining cabinet with sufficient fasteners to meet tightly at top, middle, and bottom side panels. Place fasteners inconspicuously inside cabinets. 4. Close exposed joints, spaces, and openings between casework and adjacent construction with scribes and fillers of same material and finish as casework. 1. Secure with concealed screws. 2. Do not exceed 3 inch width. 5. Install minimum 3 inch deep by 4 inch high toe space at floor mounted casework. 6. Countertops: 1. Locate intermediate joints between corners in longest practical distance from each other. 2. Maintain 24 inch joint clearance from sinks and knee spaces where possible. 3. Apply acrylic latex adhesive at each field joint. 4. Tighten joints together with 1/4 inch draw bolts set into routed bottom face to make flush and hairline. 5. Cut smooth, crack-free holes and cutouts with minimum 1/4 inch diameter radiused inside corners. 6. Seal exposed edges with waterproof sealant 7. Secure wall ledgers and counter support angles to walls for support of counters spanning over 36 inch and as needed to eliminate deflection at knee space. 7. Make cutouts using templates supplied by work of Division 22, Division 23 and Division 26 for mechanical and electrical fixtures and equipment installations into casework. 8. Field Installed Backsplash: Fasten with screws at 12 inch centers into bed of acrylic resin along entire back edge of countertops. 9. Door and Drawer Hardware: 1. Mount hardware using manufacturer's templates. Park 77 Page 7 of 8 June 8, 2016 MANUFACTURED WOOD CASEWORK SECTION 123200 2. Align, plumb, and true between adjacent doors and drawers. 3. Mount with adjacent door and drawer reveals equally spaced, plumb, and square. 4. Install operating hardware to act smoothly without hanging up or binding. 5. Lubricate hardware in accordance to manufacturer's instructions. 10. Free Standing Wall Shelves: Support shelves on standards and brackets at 36 inch maximum spacing. 3.3. ADJUSTING 1. Adjust and repair damaged and defective casework and hardware, or replace to eliminate functional and visual defects. 3.4. CLEANING 1. Leave installations clean and free from soiling, marks, and other defects. 3.5. PROTECTION 1. Protect countertops with polyethylene, Kraft paper, or other protective covering. END OF SECTION Park 77 Page 8 of 8 June 8, 2016 SITE FURNISHINGS SECTION 129300 SECTION 129300- SITE FURNISHINGS 1. GENERAL 1.1. Summary: Provide and install miscellaneous site furnishings, including but not limited to: 1. Bicycle racks. 2. Benches. 3. Picnic-table. 4. Bar-b-que. 5. All accessories and attachments necessary to provide complete installation of the systems / equipment included in this section. 1.2. Related Work: 1. Division 01 General Requirements 2. Section 033000 - Cast-In-Place Concrete. 3. Section 055000 - Metal Fabrications. 4. Section 099000 - Painting and Coating. 5. Division 31 Earthwork 6. Division 32 Exterior Improvements 1.3. Submittals: 1. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, finishes, field-assembly requirements, and installation details. 2. Samples for Initial Selection: For units with factory-applied color finishes 1.4. Quality Assurance: Source Limitations: Obtain each type of site furnishing through one source from a single manufacturer for consistency of design. 2. PRODUCTS 2.1. Materials: 1. Steel: Free from surface blemishes and complying with the following: 1. Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Steel Pipe: Standard-weight steel pipe complying with ASTM A 53, or electric- resistance-welded pipe complying with ASTM A 135. 3. Tubing: Cold-formed steel tubing complying with ASTM A 500. 4. Mechanical Tubing: Cold-rolled, electric-resistance-welded carbon or alloy steel tubing complying with ASTM A 513, or steel tubing fabricated from steel complying with ASTM A 569/A 569M and complying with dimensional tolerances in ASTM A 500; zinc coated internally and externally. 5. Sheet: Commercial steel sheet complying with ASTM A 569/A 569M. 6. Perforated Metal: From steel sheet not less than 0.1196-inch nominal thickness; manufacturer's standard perforation pattern. 7. Expanded Metal: From carbon-steel sheets, de-burred after expansion, and complying with ASTM F 1267. 2. Stainless Steel: Free from surface blemishes and complying with the following: 1. Sheet, Strip, Plate, and Flat Bars: ASTM A 666. 2. Pipe: Schedule 40 steel pipe complying with ASTM A 312/A 312 M. Park 77 Page 1 of 3 June 8, 2016 SITE FURNISHINGS SECTION 129300 3. Tubing: ASTM A 554. 4. Remove tool and die marks and stretch lines or blend into finish. 3. Anchors, Fasteners, Fittings, and Hardware: Manufacturer's standard, corrosion- resistant-coated or non-corrodible materials; commercial quality; tamperproof, vandal and theft resistant; concealed, recessed, and capped or plugged. Provide as required for site furnishings' assembly, mounting, and secure attachment. 1. Angle Anchors: For inconspicuously bolting legs of site furnishings to on- grade substrate; one per leg. 2. Antitheft Hold-Down Brackets: For securing site furnishings to substrate; two per unit. 4. Non-shrink, Nonmetallic Grout: Premixed, factory-packaged, non-staining, non- corrosive, nongaseous grout complying with ASTM C 1107. Provide grout, recommended in writing by manufacturer, for exterior applications. 5. Erosion-Resistant Anchoring Cement: Factory-packaged, non-shrink, non- staining, hydraulic-controlled expansion cement formulation for mixing with potable water at Project site to create pour-able anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended in writing by manufacturer for exterior applications. 6. Galvanizing: Where indicated for steel and iron components, provide the following protective zinc coating applied to components after fabrication: 7. Finishes: 1. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 2. Steel and Galvanized Steel Finishes 1. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard. 2. PVC Finish: Manufacturer's standard. 3. As noted below. 2.2. Site Furnishings: 1. Bicycle Racks: Huntco Supply, LLC, (or approved), Model # BC12 (9' long, 12 bike capacity) and Model # BC18 (13'- 6" long, 18 bike capacity), 34" high, constructed of 2" and 1"ASTM schedule 40 steel pipe and 3" x .375" steel flat bar. Installation per Manufacturer's recommendations - surface mount to concrete walk with tamper-proof attachments. Location as shown in Drawings. Termoplastic coating, color to be selected by Architect. 2. Bench: GameTime/ SITELines (or approved), Model # 28009 (6'long), surface mount, Tuff clad coated punched steel, seats and benches include heavy duty 2- 3/8" galvanized tube frames with 1- 1/16" galvanized toe stretcher pipes and 1/8" steel attachment straps. Expansion under bolts for surface-mount installation and install per Manufacturer's recommendations. Location as shown in Drawings. Color to be selected by Architect. 3. Picnic Table: GameTime / SITELines (or approved), Model #28016 (8" long) ADA heavy duty picnic table, heavy duty 2'- 3/8" galvanized tube frames with 1-1/16" galvanized tube diagonal braces and 1/8"thick attachment straps. Installation per Manufacturer's recommendations - surface mount to concrete walk with tamper- proof attachments. Location as shown in Drawings. Color to be selected by Architect. 4. Bar-b-que: GameTime / SITELines (or approved) Model #60 Deluxe Waist-Hi Stove, heavy duty rust-resistant galvanized steel, allowing for 360 degree rotation for proper draft control, chained three-position adjustable grate, 270 sq. inches of Park 77 Page 2 of 3 June 8, 2016 SITE FURNISHINGS SECTION 129300 cooking area. Permanent installation per Manufacturer's recommendations. Location as shown in Drawings. 3. EXECUTION 3.1. Examination: Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2. Installation: Comply with manufacturer's written installation instructions, unless more stringent requirements are indicated. Complete field assembly of site furnishings, where required. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed. Install site furnishings level, plumb, true, and securely anchored at locations indicated on Drawings. Post Setting: Set cast-in support posts in concrete footing with smooth top, shaped to shed water. Protect portion of posts above footing from concrete splatter. Verify that posts are set plumb or at correct angle and are aligned and at correct height and spacing. Hold posts in position during placement and finishing operations until concrete is sufficiently cured. Posts Set into Voids in Concrete: Form or core-drill holes for installing posts in concrete to depth recommended in writing by manufacturer of site furnishings and 3/4 inch larger than OD of post. Clean holes of loose material, insert posts, and fill annular space between post and concrete with non-shrink, nonmetallic grout or anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions, with top smoothed and shaped to shed water. Pipe Sleeves: Use steel pipe sleeves preset and anchored into concrete for installing posts. After posts have been inserted into sleeves, fill annular space between post and sleeve with non-shrink, nonmetallic grout or anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions, with top smoothed and shaped to shed water. 3.3. Cleaning: 1. After completing site furnishing installation, inspect components. 2. Remove spots, dirt, and debris. 3. Repair damaged finishes to match original finish or replace component. END OF SECTION Park 77 Page 3 of 3 June 8, 2016 FIRE SPRINKLER SYSTEMS SECTION 210000 SECTION 210000 - FIRE SPRINKLER SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section includes wet-pipe sprinkler system, system design, installation, and certification. B. Related Sections: 1. Section 26 05 03 — Equipment Wiring Connections: Execution requirements for electric connections to equipment specified by this section. 1.2 REFERENCES A. National Fire Protection Association: 1. NFPA 13 — Installation of Sprinkler Systems. 2. NFPA 13R—Installation of Residential Sprinkler Systems 1.3 SYSTEM DESCRIPTION A. Design, fabricate, and install an extension/modification of the existing fire sprinkler system to meet the revised room layouts and current codes. B. Provide hydraulically designed system to NFPA 13 R light hazard occupancy requirements at all residential buildings, with NFPA 13 at community building. C. Determine volume and pressure of incoming water supply from water flow test data. Revise design when test data become available prior to submittals. D. Interface system with building fire and smoke alarm system. 1.4 SUBMITTALS A. Shop Drawings: Indicate layout of finished ceiling areas indicating sprinkler locations coordinated with ceiling installation. Indicate detailed pipe layout, hangers and supports, sprinklers, components and accessories. Indicate system controls. B. Product Data: Submit data on sprinklers, valves, and specialties, including manufacturers catalog information. Submit performance ratings, rough-in details, weights, support requirements, and piping connections. C. Design Data: Submit design calculations. D. Manufacturer's Certificate: Certify products meet or exceed specified requirements. Park 77 Page 1 of 4 June 16, 2016 FIRE SPRINKLER SYSTEMS SECTION 210000 1.5 CLOSEOUT SUBMITTALS A. Project Record Documents: Record actual locations of sprinklers and deviations of piping from drawings. Indicate drain and test locations. B. Operation and Maintenance Data: Submit components of system, servicing requirements, record drawings, inspection data, replacement part numbers and availability, and location and numbers of service depot. 1.6 QUALITY ASSURANCE A. Perform Work in accordance with NFPA 13 and NFPA 13R. B. Maintain one copy of each document on site. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store products in shipping containers until installation. B. Furnish piping with temporary inlet and outlet caps until installation. 1.8 EXTRA MATERIALS A. Furnish extra sprinklers under provisions of NFPA 13. B. Furnish suitable wrenches for each sprinkler type. 1.9 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. PART 2 - PRODUCTS 2.1 SPRINKLER PIPING A. Steel Pipe: ASTM A53/A53M, Grade B; ASTM A135; ASTM A135 UL listed, threadable, light wall, grooved ends. B. Fittings:ASTM A395/A395M and ASTM A536 ductile iron, or ASTM A234/A234M carbon steel, grooved ends. C. Joints: Grooved mechanical couplings meeting ASTM F1476. 1. Housing Clamps: ASTM A395/A395M and ASTM A536 ductile iron, enamel coated, compatible with steel piping sizes, rigid type. Park 77 June 16, 2016 Page 2 of 4 FIRE SPRINKLER SYSTEMS SECTION 210000 2. Gasket: Flush seal elastomeric composition for operating temperature range from -30 degrees F to 230 degrees F. 3. Accessories: Steel bolts, nuts, and washers. 2.2 SPRINKLERS A. Manufacturers: 1. Ansul Incorporated 2. Automatic Sprinkler Corp. 3. Kike Protection Systems 4. Grinnell Corp. B. Suspended Ceiling Type: 1. Type: Concealed pendant type with matching push on escutcheon plate. 2. Finish: Enamel, color white.] 3. Escutcheon Plate Finish: Enamel, color white.] 4. Fusible Link: Glass bulb type temperature rated for specific area hazard. C. Exposed Area Type: 1. Type: Standard upright type with guard. 2. Finish: Brass. 3. Fusible Link: Fusible-solder link type temperature rated for specific area hazard. D. Side wall Type: 1. Type: Recessed horizontal side wall type with matching clamp on escutcheon plate. 2. Finish: Brass. 3. Escutcheon Plate Finish: Brass. 4. Fusible Link: Fusible-solder link type temperature rated for specific area hazard. E. Guards: Finish to match sprinkler finish. 2.3 SEISMIC EXPANSION JOINTS A. Manufactures: 1. 1. Mason Industries VMN 2. 2. Metraflex B. All piping passing through building seismic joints shall contain a flexible expansion loop Designed for seismic movement. Flexible loops shall be located at, or near the building seismic joint.A vertical support hanger, located within 4 pipe diameters, shall be installed on each side of the flexible loop. Each hanger to be transversely and longitudinally braced per local codes. Seismic bracing shall not pass through building seismic joint and shall not connect or tie together different sides or parts of building structure. Flexible loops shall be capable of move in the X, Y, and Z planes. System design engineer shall determine the required amount of seismic movement required by the Uniform Building Code and/or other applicable codes. Park 77 Page 3 of 4 June 16, 2016 FIRE SPRINKLER SYSTEMS SECTION 210000 C. Flexible loops attached to fuel gas lines, shall be specifically manufactured for fuel gas applications and certified by the American Gas Association. D. Flexible expansion/seismic loops shall consist of two flexible sections of hose and braid, two 900 elbows, and a 180' return assembled in such a way that the piping does not change direction, but maintains its course along a single axis. Flexible loops shall have a factory supplied, center support nut located at the bottom of the 1800 return, and a drain/air release plug. Flexible loops shall impart no thrust loads to system support anchors or building structure. Flexible loops may be installed to accommodate both thermal and seismic motion. Materials of construction and end fitting type shall be consistent with pipe material and equipment/ pipe connection fittings. Movement capabilities and location, relative to seismic separation, shall be determined by system design engineer and manufacturers recommendations. PART 3 - EXECUTION 3.1 INSTALLATION A. Install in accordance with NFPA 13 or 13R. B. Place pipe runs to minimize obstruction to other work. C. Install piping in all concealed spaces and above finished ceilings. D. Center sprinklers in one direction only in ceiling tile with location in other direction variable, dependent upon spacing and coordination with ceiling elements. E. Hydrostatically test entire system. F. Require test be witnessed by Fire Marshal. 3.2 INTERFACE WITH OTHER PRODUCTS A. Flush entire piping system of foreign matter. 3.3 PROTECTION OF INSTALLED CONSTRUCTION A. Apply masking tape or paper cover to protect concealed sprinklers, cover plates, and sprinkler escutcheons not receiving field paint finish. Remove after painting. END OF SECTION 210000 Park 77 June 16, 2016 Page 4 of 4 DESIGN-BUILD PLUMBING CRITERIA 22 0000-1 SECTION 22 0000 - PLUMBING DESIGN — BUILD CRITERIA PART 1 - GENERAL 1.01 PLUMBING SYSTEM DESCRIPTION A. The work installed under this section shall conform to all applicable local codes, regulations. B. Do not construe anything contained in these specifications or drawings to permit work to be installed that does not conform to code.C. Consider interpretations and rulings of the enforcing agencies as part of these specifications. D. Comply with specifications showing work exceeding minimum code requirements. E. The Contractor shall furnish without any extra charge additional materials and labor required for the compliance with any rules and regulations. F. Current Washington State Building, Fire, Mechanical, and Plumbing codes shall apply. G. The Design/Build Entity shall be the Engineer-of-Record for the project, stamping and signing the drawings for permit submission and approval. 1.02 GUARANTEES AND WARRANTIES A. Prior to final application for payment, submit to the Owner/Architect, all guarantees in duplicate, bound and indexed in two separate, complete files. Include each Subcontractor's guarantee for his own work and all manufacturers extended guarantees for equipment. The delivery of said guarantees shall not relieve Contractor from any obligations assumed under any other provisions of the contract. B. All materials, parts, equipment, modifications made, and workmanship shall be guaranteed for a period of one year from date of acceptance of work, not when the Subcontractor has completed his work nor when the equipment is turned on. C. Should such parts, materials, or workmanship be found to be defective during this period, they will be rectified at no cost to the Owner. All labor required to rectify such defects will be performed during the normal working hours of the trade involved. Overtime charges will be considered on work requested during other than normal working hours. D. This guarantee is contingent upon the system being properly maintained by a qualified mechanic familiar with this equipment and that the equipment is not abused. Excluded is normal wear and tear, replacement of filters and belts and chemical treatment. E. A written guarantee to this effect shall be submitted prior to final payment and acceptance. F. If the equipment manufacturers provide for a longer guarantee period, they shall also besubmitted. 1.03 SUBMITTALS A. After completion of design, six (6) complete (construction ready) and organized sets of submittals will be required. No equipment or material shall be ordered without prior review of the Owner. Submittals shall be provided in a timely manner to allow sufficient time to review information without delaying work. Included in the submittals shall be the following: 1. Complete plans and specifications showing equipment locations, pipe layout and sizing, wiring and control diagrams, equipment schedules, Park 77 Page 1 of 8 June 8, 2016 DESIGN-BUILD PLUMBING CRITERIA 22 0000-2 details, notes, and all other items necessary for proper checking, construction permits, etc. 2. Submittals and cut sheets on all fixtures, equipment, materials and products. 3. Provide pump curves, operation characteristics, capacities, ambient noise criteria, etc., for all equipment. 4. Sizing calculations for water heater and recirculation pump. 5. Submittals will be reviewed for general conformance with this specification, but review in no manner is meant to verify that dimensions, quantities, or location of services are as necessary to meet the job requirements nor relieve the Contractor of any design, installation, or performance requirements. 1.4 FEES A. Provide, procure, and pay for all permits, services, meters, licenses, fees, etc., required for performance or work of this section. B. Upon completion of the work, deliver to the Architect, all certificates of approval signed by the controlling authorities. 1.5 RECORD DRAWINGS A. Record of Job Progress: Keep an accurate, dimensional record of the as-built locations of all work. Keep records up-to-date on blue line prints as the job progresses. This print set shall be maintained at the job site and shall be available for inspection at all times. B. Final as-built reproducible drawings (electronic and hard copy media) shall be submitted prior to final acceptance and shall include the following: 1. Main shutoff valves plainly marked and identified. 2. Location of piping and equipment. 3. Ceiling access panel locations. 1.06 OPERATING AND MAINTENANCE INSTRUCTIONS A. Furnish three (3) complete sets of operating and maintenance instructions for all equipment of all types bound in a hardboard binder and indexed. Submit no later than thirty (30) calendar days prior to substantial completion. B. Incorporate the following: 1. Complete operating instructions for each item of equipment. 2. Test data and other reports. 3. Typewritten maintenance instructions for each item of equipment, listing in detail, the lubricants to be used, frequency of lubrication, inspections required, adjustments, etc. 1.07 SITE CLEAN UP A. After all other work has been accomplished, clean all exposed piping, ductwork, fixtures, equipment, and supports. B. See General Conditions regarding clean up. Leave all areas involving plumbing work clean. 1.08 UL LABEL A. Furnish UL labeled and listed materials and equipment except when equipment is of a type for which labeling or listing services are not available from UL. 1.09 CURRENT MODELS A. Materials and equipment shall be new, current models by each manufacturer and shall bear complete identification by the manufacturer. Materials and equipment shall be guaranteed by the manufacturer to equal or exceed specified, submitted, and published specifications such as pressure ratings, capacities, etc. 1.10 SERVICE CAPABILITY Park 77 Page 2 of 8 June 8, 2016 DESIGN-BUILD PLUMBING CRITERIA 22 0000-3 A. Provide materials and equipment of major and reputable manufacturers with ability to render competent and thorough technical services through local organizations and to expeditiously furnish spare parts. 1.11 FINISHES AND PAINTING A. Provide all equipment with a factory finish. All other painting will be done under another section. B. Touch up scratches in factory finished surfaces to match original. Obtain touch- up paint from the manufacturer of the piece of equipment. 1.12 COORDINATION A. Coordinate with work performed by other sections in order to accommodate the requirements of this section and to assure adequate space and proper location of all necessary work on this project whether or not the work is under this section. This coordination shall include, but not be limited to, the following: 1. Layout support pads, curbs, sleepers, anchor bolts, etc., for all plumbing equipment and materials so as to be in the proper location for the equipment actually ordered. These pads shall be of adequate dimension to provide for proper mounting of equipment isolators and equipment mounting so that anchor bolts meet all seismic criteria. Contractor shall allow for proper service clearances. 2. Provide templates, information, and instructions to other divisions as necessary to properly locate holes and openings to be cut or provided for plumbing work. 3. Layout piping, and other plumbing systems and confirm all sizes of systems and components to be sure they fit the space available prior to ordering and manufacturing of components. 4. Be certain to allow for proper pipe slopes. 5. Provide proper clearances for access to and service of all equipment and items requiring adjustment including shutoff valves. B. Coordination Drawings: 1. Extra charges shall not be allowed due to lack of coordination prior to or during construction. 2. Prepare large scale coordination drawings of any congested areas and areas where conflicts occur. Distribute and review with the General Contractor and any other trades that are affected. 1.13 WORKMANSHIP A. Workmanship shall be first class throughout, performed only by competent and experienced workmen. Replace work falling below these standards. Constant supervision of the work either by the Contractor or his competent representative shall be maintained. Welding shall be done by certified pipe welders. 1.14 NOISE AND VIBRATION A. Quietness is a requirement. Eliminate noise, other than that caused by specific equipment operating at optimum conditions and at design noise criteria. B. The limiting of transmission of noise and vibration is very important. The Contractor is to pay particular attention that piping, equipment, and ductwork is installed so as not to chatter or rub against other materials, equipment, and the building structure. Provide isomode pads, insulation, or other suitable materials to avoid direct contact and noise conditions unacceptable to the Owner. Consider, in particular, pipe clamps at risers where they contact the slab, proper shields at pipe hangers, and pipe and duct penetrations of walls and floors. Park 77 Page 3 of 8 June 8, 2016 DESIGN-BUILD PLUMBING CRITERIA 22 0000-4 1.15 SEISMIC RESTRAINTS A. General: All equipment, piping, ductwork, and materials shall be fastened to the structure with properly sized and structurally engineered anchors, bolts, and restraints to prevent permanent displacement in any direction caused by lateral motion, overturning, or uplift. B. Calculations: 1. Submit drawings, calculations, and specifications that clearly indicate the furnished systems for support of equipment, piping, ductwork, and materials. 2. Calculations shall be in a form that can be readily reviewed by the Architect. All engineering designs for the restraining systems shall bear the seal of a Structural or Civil Engineer registered in Washington. 3. Calculations shall indicate compliance with Code requirements. C. Provide specifications of anchor bolt size and loads with installation instructions for each item. D. All isolators shall be fastened to the structure and to the equipment with properly sized and structurally engineered anchors and bolts. The isolator manufacturers shall submit seismic calculations confirming that such bolts and anchors can handle the specified seismic requirements. E. Provide for attachment to portions of the building structure capable of bearing the loads imposed. Design systems to not overstress the building structure. (Coordinate with the Structural Engineer.) F. The Engineer providing the required calculations shall inspect all supports and attachments designed by him and provide a letter certifying that they have been installed as designed. PART 2 - MATERIALS 2.01 PIPING A. Sanitary Soil, Waste, and Vent System 1. Underground: Cast iron; soil, bell and plain end with neoprene compression gaskets. AB&I "Best" couplings or "Husky" couplings are acceptable alternates. Provide corrosion protection consisting of 20 mil "Calpico" polyethylene wrap. Apply per manufacturer's instructions. 2. Aboveground: Cast iron; soil, plain end (no hub). Heavy-duty Type 304 stainless steel couplings. Contractor Option: DWV (copper or steel per UPC) drainage may be used for pipe sizes 2-1/2" and smaller. B. Potable Water 1. Aboveground: Copper; pressure Type L;joints Silvabrite 100, 95% tin, 4% copper, 0.5% silver solder, and noncorrosive flux. 2. Underground: Copper, pressure Type K,joints 15% silver brazing alloy and silver brazing flux. Machine wrap all underground piping with "3M" pipe wrap. Double hand wrap all joints and fittings. C. Storm Drainage Piping 1. Underground: Cast iron, soil, bell and plain end with neoprene compression gaskets. AB&I "Best" couplings or"Husky" couplings are acceptable alternates. Provide corrosion protection consisting of 20 mil "Calpico" polyethylene wrap. Apply per manufacturer's instructions. 2. Aboveground: Cast iron, soil, plain end (no hub). Heavy-duty Type 304 stainless steel couplings. D. Gas Piping Park 77 Page 4 of 8 June 8, 2016 DESIGN-BUILD PLUMBING CRITERIA 22 0000-5 1. Underground: Site distribution piping located below grade shall be schedule 40 SDR- 11 Polyethylene PE2406 (Yellow) as manufactured by Plexco. Fittings shall be socket fusion welded Polyethylene as manufactured by Plexco or Central, PE2406 (Yellow) complying with ASTM D2513. Provide "Lyco" or double "O" seal transition fittings between steel and polyethylene as manufactured by Central, all identified and approved for gas service. A 14 gauge tracer wire shall be installed with and attached to PVC piping and shall terminate above grade at each end. Underground polyethylene piping shall be installed by personnel certified by the pipe manufacturer's field representative. Contractors not having certified personnel will be required to have a factory representative of the pipe manufacturers visit the site at the time of underground installation and provide the necessary training and certification. 2. Aboveground: Galvanized-Steel Pipe: ASTM A 53; Type E ; Grade B; Standard Weight. Galvanized, Gray-Iron Threaded Fittings: ASME B16.4, Class 125, standard pattern with threaded ends according to ASME B1.20.1. Unions: ASME B16.39, Class 150, malleable iron with brass-to- iron seat, ground joint, and threaded ends according to ASME B1.20.1. 2.02 VALVES A. Provide Stockham, Demco, Grinnell, Dezurik, Hammond, or Nibco valves. 2.03 DRAINAGE SPECIALTIES A. Manufacturers: Josam, J.R. Smith, Wade, or Zurn. Model numbers are shown on drawings. B. Cleanouts: Provide where shown and as required; types and sizes as scheduled. Provide lubrication on cleanout threads and provide Owner with three (3) cleanout plug removal tools. C. Floor Drains: Provide in each restroom. D. Trap Primers: One for each trap. Provide service stop for each trap primer and access panels as required. 2.04 PLUMBING FIXTURES A. Fixture Schedule: Plumbing fixtures shall be low flow type for proper certification process related to reduced water consumption. Refer to drawings for quantity and locations. B. Fixture Supplies: 1. General: All supplies and stops shall be new. Provide chrome plated escutcheons at all wall penetrations. 2.05 WATER HEATERS A. Coordinate all electrical requirements with the electrical contractor. PART 3— EXECUTION 3.01 SURFACE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that plumbing may be installed in strict accordance with all pertinent codes and regulations and the approved shop drawings. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect. Park 77 Page 5 of 8 June 8, 2016 DESIGN-BUILD PLUMBING CRITERIA 22 0000-6 2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.02 PLUMBING SYSTEM LAYOUT A. General: 1. Layout the plumbing system in careful coordination with the contract and approved shop drawings, determining proper elevations for all components of the system and using only the minimum number of bends to produce a satisfactorily functioning system. 2. Follow the general layout shown on the approved shop drawings in all cases except where other work may interfere. 3. Size any section of pipe for which size is not indicated or any intermediate section erroneously shown undersized the same size as the largest pipe connecting to it. 4. Cut pipe accurately to job measurements and install without springing or forcing, true to line and grade, generally square with building, and adequately supported to prevent sagging or undue stress on pipe, fittings, and accessories. 5. Install Epco, dielectric unions, or flanges at points of connection between copper piping and steel or cast iron pipes, or other dissimilar metals. 6. Provide unions at connections to equipment, on service side of valves, and elsewhere as required to facilitate maintenance. 7. Provide chrome plated, split ring type escutcheons where pipe penetrations through wall or ceiling are exposed to view. 8. Arrange pipe and hangers to allow for expansion, contraction, and structural settlement. No pipe shall contact structure. 9. Make changes of size or direction with manufactured fittings. Bushings, reducing flanges, and bending of pipe is not allowed. 10. Run full pipe size through shutoff valves, balancing valves, etc. Change pipe size within three pipe size diameters of final connection to fixtures and equipment. 11. Set fixture to equal height, plumb, or at right angles to wall. Connect to waste and water supplies in neat, uniform, and finished manner. Provide new trim and appurtenances for complete installation. See architectural drawings for fixture heights, spacing, arrangement, etc. 12. Provide a shutoff valve for cold and hot water and hot water return to each floor with access panel. 13. Provide exterior hose bibbs on north side and south side of the building. B. Enclosure of Pipes: 1. Except where specifically permitted by the Architect, layout all pipes to fall within partition, ceiling, or roof cavities and not to require furring other than that shown on the contract documents. 3.03 INSTALLATION OF PIPING EQUIPMENT A. General: 1. Install all piping promptly capping or plugging all open ends and making pipe generally level and plumb, free from traps, and in a manner to conserve space for other work. 2. Provide uniform pitch of at least 1/4" per foot for all horizontal waste, soil, and rain leader piping within the building except as noted on the drawings; pitch all vents for proper drainage. 1/8" will only be accepted where required by location and type of grade beams. Park 77 Page 6 of 8 June 8, 2016 DESIGN-BUILD PLUMBING CRITERIA 22 0000-7 3. Firmly anchor all pipes in position; provide complete isolation of dissimilar metals. 4. Inspect each piece of pipe, tube fittings, and equipment for defects and obstructions; promptly remove all defective materials from the job site. 5. Install pipes to clear all beams and obstructions. Do not cut structural members without the approval of the Architect. B. Joints and Connections: 1. Smoothly ream all cut pipe; cut all threads straight and true; apply best quality Teflon tape to all male pipe threads but not inside the fittings; use graphite on all cleanout plugs. 2. Pack all joints in cast iron soil and waste pipe and fittings using oakum and securing with one inch deep lead caulking, fully and properly caulked and smoothly finished, except where compression-type neoprene fittings are permitted and used. 3.04 CLOSING IN UNINSPECTED WORK A. General: Do not cover up or enclose work until it has been properly and completely inspected and approved. B. Noncompliance: Should any of the work be covered up or enclosed prior to all required inspections and approvals, uncover the work as required and, after it has been completely inspected and approved, make all repairs and replacements with such materials as are necessary to the approval of the Arch itect. 3.05 TESTS AND ADJUSTMENTS A. Test the installations in accordance with all applicable codes. B. Perform operational test under simulated or actual service conditions, including one test of complete plumbing installation with all fixtures and other appliances connected and operating. C. Should any material or work fail in any of these tests, it shall be immediately removed and replaced by new materials, and portion of the work replaced shall again be tested. D. Instruct Owner's operating personnel during operating adjustment period. Lubricate each item of equipment, including motors, before operation. 3.06 CLEANING PIPING SYSTEMS A. After the piping systems have been tested and proved tight, clean piping systems of dirt, scale, oil, grease, waste, and other foreign substances which may have accumulated during the process of installation. 3.07 FINAL CLEAN UP A. Prior to acceptance of the buildings, thoroughly clean all exposed portions of the plumbing installation, removing all labels and all traces of foreign substance, using only a cleaning solution approved by the manufacturer of the plumbing item and being careful to avoid all damage to finished surfaces. 3.08 PIPING PENETRATIONS OF FIRE WALLS A. Bare Pipe: All steel pipe or copper tubing penetrating fire walls or decks shall be encircled by sheet metal sleeves sized for maximum one inch annular spacing between pipe and sleeve. Spacing shall be packed on each end with UL rated ceramic fiber strip insulation. B. Insulated Pipe: Same as for bare pipe, but with the addition of a 360 degree cylinder of waterproofed calcium silicate insulation encasing the pipe and covered with galvanized sheet metal shielding, all sized to extend to a minimum of one inch beyond wall or deck. Park 77 Page 7 of 8 June 8, 2016 DESIGN-BUILD PLUMBING CRITERIA 22 0000-8 C. Sleeve and packing shall have the same fire rating as the partition construction in which they are installed. Any substitutions must have passed the ASTM E- 119 test, per UBC 43-1 for pipe penetrations. 3.09 IDENTIFICATION A. identification of New Material: 1. Provide pipe with manufacturer's identification and service on each length of pipe as required by ASTM Specifications. B. Piping: 1. Identify all pipelines with adhesive markers indicating the contents and direction of flow. 2. Markers to be Seton type Setmark, Brady, or Perma-Color. 3. Provide pipe marking as follows: a. Apply "Plastic Pipe Marker" at each valve to show identification of pipe contents. b. Use an "Arrow Marker" with each "Pipe Content Marker" and in direction of flow. c. Apply "Pipe Marker" and "Arrow Marker" at every point of pipe entry and exit where line goes through wall, floor, or roof. d. Use markers and adhesive suitable for the humidity and for surface temperatures ranging from —4011F to 15011F. END OF SECTION Park 77 Page 8 of 8 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 ELECTRICAL GENERAL CONDITIONS 1. GENERAL 1.01 APPLICABLE PROVISIONS A. The General Conditions, Supplementary General Conditions and Division 1 Specification Sections apply to this and all applicable portions of the Special Conditions are hereby made part of this Division. 1.02 SCOPE OF WORK A. Scope of Work shall consist of, but not limited to the following: 1. 120/240 volt, 1 phase, 3wire underground services and individual metering of all apartments and house/common area loads. 2. Service distribution equipment and related feeders. 3. Branch circuit panelboards for lighting and power for house loads and Community Building. Load centers for apartments. 4. Branch circuit conduit, boxes, wiring and devices. 5. Construction power facilities. 6. Lighting fixtures including exit and emergency fixtures complete with lamps. 7. Telephone services, outlet boxes, wiring and devices, cables and data ports. 8. Cable television services,outlet boxes, wiring and devices, cables, splitters, line amps. 9. Fire detection and alarm system. 10. Infrastructure for CCTV surveillance system. 11. Power wiring, magnetic motor starters and disconnects for all equipment requiring them provided under Division 15000 and all other Divisions of these specifications and by the Owner. 12. Connections to electric resistance heating and controls 13. All other electrical equipment and services needed to complete a usable and operable facility in accordance with all pertinent codes and regulations. 1.03 ELECTRICAL DESIGN BUILD REQUIREMENT A. The work for this project will be built using a design-build approach with Project Program and Design Requirements that outline the services and scope of the Design/Build Entity. B. The Design/Build Entity shall be the Engineer-of-Record for the project, stamping and signing the drawings for permit submission and approval. C. The Design/Build Entity shall have responsibility for the following: 1. Electrical Engineer-of-Record 2. Load calculations 3. Final equipment sizing 4. Equipment selection 5. Construction details 6. Seismic restraints 7. Coordination with other trades 8. Preparation of 100% Construction Documents 10. Shop drawings and submittals 11. Project construction management 12. Construction and all field work 13. Construction quality control 14. Start-up &testing 15. Training 1.04 DESIGN CRITERIA A. Electrical Distribution System: 1. Coordinate with design-build team to determine electrical load for the project. Coordinate with Snohomish County PUDto ensure adequate capacity and electrical service. Park 77 Page 1 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 2. Provide new power and low voltage system distribution including conduits, conductors, distribution panels and branch circuitry panels. 3. The power service equipment is sized and configured to serve the anticipated demand load of the building plus 20%future capacity 4. Provide all low voltage systems. Voice/data, fire alarm, cable TV. 5. Provide pull string in all spare conduits. B. Point of Use Power Distribution System 1. A complete wiring system shall be provided to distribute power to all loads, including receptacles, lighting fixtures, mechanical/plumbing, appliances, elevators, irrigation controller, 3. Coordinate with mechanical, plumbing contractors for exact equipment connection location and power requirement. 4. Coordinate with low voltage system supplier for connection requirements. C. Lighting System 1. A complete lighting system for all indoor, outdoor illumination and control shall be provided. 2. The exterior lighting system shall consist exclusively of LED source. Exterior lighting shall be controlled by programmable astronomic time clock with 50% on at dusk/off at dawn and 50% on at dusk and off at pre-set time. 3. Emergency egress lighting and exit signs shall be provided to meet UBC requirements and shall include the use of Bodine type emergency battery ballasts. Emergency egress lighting and exit signs shall be connect to a un-switched branch circuits but not connected as night light. 4. Occupancy sensor shall be used to control common space interior lighting of area less than 1,000 SF with dual override switches in each area. D. Fire Alarm System 1. Provide a complete automatic addressable fire alarm system according current code requirements including, devices, modules, cables, raceway and programming. 2. Coordinate with sprinkler contractor for connection of PIV, flow switch and tamper switch fire alarm control for sprinkler system. F. Voice and Data Cabling System 1.05 SUBMITTALS A. Construction drawing preparation process: 1. Design/Build electrical contractor shall be responsible for all aspects of both design and construction as documented in the project scope. 2. The Design/Build Entity shall be the Engineer-of-Record for the project and shall prepare, stamp and sign the completed construction documents. 3. Revisions to the project description and scope outlined in these bridging documents shall be reviewed and approved by the District prior to making any changes. B. Electrical Specifications: Provide Electrical Specifications to describe the electrical requirements, material and installation quality for the project. They shall provide an overview of project scope, summarize electrical requirements, define the responsibilities for design and engineering, and outline coordination responsibilities between the contracting trades. C. Electrical drawings: Provide electrical drawings to include detail layout information for all the electrical system described in the project scope. Electrical drawings shall consist of the following: 1. Symbols list and drawing index 2. Site plan—power, signal system and lighting 3. Floor plans—power, lighting, signal and fire alarm. 4. Lighting fixture schedule. 5. Panel schedules 6. Power single line diagram 7. Control wiring diagrams. 8. Signal system wiring diagrams. 9. Fire alarm riser diagram and calculations. 10. Title 24 calculations. 11. Electrical details D. The Construction Documents shall also contain all calculations required by the PUD, but as a Park 77 Page 2 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 minimum shall include the following: 1. Panelboard connected load summary schedule. 2. Voltage-drop calculations. 3. Short circuit calculations. 4. Feeder and service load calculations. 5. Lighting calculations. E. After completion of design, submittals shall be required. No equipment or material shall be ordered without prior review. Submittals shall be provided in a timely manner to allow sufficient time to review information without delaying work. Included in the submittals shall be the following: 1. Electrical Distribution System. 2. Lighting Fixtures and Lighting Controls. 3. Fire alarm system. 4. Voice and Data communication system. 5. Materials intended for installation including conductors, cables, raceways, wiring devices and supports. F. Submittals shall be reviewed for general conformance with the specification, but review is in no manner meant to verify that dimensions, quantities, or location of services as necessary to meet the job requirements nor relieve the Contractor of any design, installation, or performance requirements. 1.06 FEES A. Provide, procure, and pay for all permits, services, meters, licenses, fees, etc., required for performance or work of this section. B. Upon completion of the work, deliver to the District, all certificates of approval signed by the controlling authorities. 1.07 RECORD DRAWINGS A. Record of Job Progress: Keep an accurate, dimensional record of the as-built locations of all work. This record set shall be maintained at the job site and shall be available for inspection at all times. B. Final as-built record shall be submitted in electronic format prior to final acceptance. 1.08 OPERATING AND MAINTENANCE INSTRUCTIONS A. Furnish three (3) complete sets of operating and maintenance instructions for all equipment bound in a hardboard binder and indexed. Submit no later than thirty(30) calendar days prior to substantial completion. B. Incorporate the following: 1. Complete operating instructions for each item of equipment. 2. Test data and other reports. 3. Typewritten maintenance instructions for each item of equipment, listing in detail, frequency of maintenance, inspections required, adjustments, etc. 1.09 SITE CLEAN UP A. After all work has been accomplished, clean all fixtures, equipment, and supports. B. See General Conditions regarding clean up. Leave all areas involving electrical work clean. 1.10 UL LABEL A. Furnish UL labeled and listed materials and equipment. 1.11 CURRENT MODELS A. Materials and equipment shall be new, current models by each manufacturer and shall bear complete identification by the manufacturer. Materials and equipment shall be guaranteed by the manufacturer to equal or exceed specified, submitted, and published specifications. 1.12 COORDINATION A. Coordinate with work performed by other sections in order to accommodate the requirements of this section and to assure adequate space and proper location of all necessary work on this project whether or not the work is under this section. This coordination shall include, but not be limited to, the following: 1. Coordinate all structural requirements, as required, with the Licensed Structural Engineer. 2. Provide templates, information, and instructions to other divisions as necessary to properly locate holes and openings to be cut or provided for electrical work. 3. Layout conduit, bus ways, and other electrical systems equipment and confirm all sizes of systems and components to be sure they fit the space available prior to ordering and manufacturing of components. Park 77 Page 3 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 4. Provide proper clearances for access to and service of all equipment. B. Coordination Drawings: 1. Extra charges shall not be allowed due to lack of coordination prior to or during construction. 2. Prepare large-scale coordination drawings for congested areas and areas where conflicts occur. Distribute and review with all trades that are affected. 1.13 GUARANTEES AND WARRANTIES A. Materials, parts, equipment, and modifications made, and workmanship shall be guaranteed for a period of one year from date of final acceptance of work. B. Should such parts, materials, or workmanship be found to be defective during this period, they shall be rectified at no cost. All labor required to rectify such defects shall be performed during the normal working hours of the trade involved. Overtime charges shall be considered on work requested during other than normal working hours. C. This guarantee is contingent upon the system being properly maintained by qualified technicians familiar with the equipment. D. A written guarantee to this effect shall be submitted prior to final payment and acceptance. E. If the equipment manufacturers provide for a longer guarantee period, they shall also be submitted. 1.14 SEISMIC RESTRAINTS A. General: Electrical equipment and materials shall be fastened to the structure with properly sized and structurally engineered anchors, bolts, and restraints to prevent permanent displacement in any direction caused by lateral motion, overturning, or uplift. B. Calculations: 1. Submit drawings, calculations, and specifications that clearly indicate the furnished systems for support of electrical equipment. 2. Calculations shall be in a form that can be readily reviewed by the Architect. All engineering designs for the restraining systems shall bear the seal of a Structural or Civil Engineer. 3. Calculations shall indicate compliance with Code requirements. PART 2— MATERIALS 2.01 GENERAL A. Trade names are used to establish standards. The selection and proper application of each item is the responsibility of the design-build contractor. 2.02 UNIFORMITY A. All items of similar nature shall be by the same manufacturer. Trim for major items shall be furnished by the same manufacturer as the item. 2.03 SERVICE CAPABILITY A. Provide materials and equipment of major and reputable manufacturers with ability to render competent and thorough technical service through local organizations and to expeditiously furnish spare parts. 2.04 FINISHES AND PAINTING A. Provide all equipment with factory finish. B. Touch up scratched in factory finished surfaces to match original. Obtain touch-up paint from the manufacturer of the piece of equipment. C. Obtain Architect's approval for finishes of items exposed in occupied spaces. 2.05 RACEWAYS AND BOXES A. Metal Conduit and Tubing: 1. Rigid Steel Conduit(RSC): ANSI C80.1. 2. Intermediate Metallic Conduit(IMC):ANSI C80.6. 3. Plastic-Coated Steel Conduit. And Fitting: NEMA RN 1. 4. Plastic-Coated IMC and Fittings: NEMA RN 1. 5. Electrical Metallic Tubing (EMT)and Fittings: ANSI C80.3. a. Fittings: Setscrew type. 6. Liquidtight Flexible Metallic Conduit(LFMC): Flexible steel conduit with PVC jacket. 7. Fittings: NEMA FB 1; compatible with conduit and tubing materials. 8. MC (Metal Clad) cables are not allowed. Park 77 Page 4 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 B. Non Metallic Conduit and Tubing: 1. Electrical Nonmetallic Tubing (ENT): NEMA TC 13. 2. Rigid Nonmetallic Conduit(RNC): NEMA TC 2, Schedule 40 and Schedule 80 PVC. 3. ENT and RNC Fittings: NEMA TC 3; match to conduit or tubing type and material. 4. LFNC:UL 1660. C. Metal Wireways 1. Materials and Construction: Sheet metal sized and shaped as required, NEMA 1 or 3R. 2. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints, adapters, hold-down straps, end caps, and other fittings to match and mate with wireways as required for complete system. 3. Select features required to complete wiring system and comply with NFPA 70. 4. Wireways Covers: Hinged type screw-cover type, flanged-and-gasketed type, as required. 5. Finish: Manufacturer's standard enamel finish. 2.06 WIRING DEVICES A. Receptacles: 1. Straight-Blade and Locking Receptacles: Specification grade, 20 AMP, 120 volt. 2. GFCI Receptacles: Feed-through type, with integral NEMA WD 6, Configuration 5-20R duplex receptacle arranged to protect connected downstream receptacles on same circuit. Design units for installation in a 2-3/4-inch deep outlet box without an adapter. 3. Isolated-Ground Receptacles: Equipment grounding contacts connected only to the green grounding screw terminal of the device with inherent electrical isolation from mounting strap. a. Devices: Listed and labeled as isolated-ground receptacles. b. solation Method: Integral to receptacle construction and not dependent on removable parts. B. Switches: 1. Decora Switches: Specification grade, quiet type. C. Wall Plates: 1. Single and combination types match corresponding wiring devices. a. Plate-Securing Screws: Metal with head color to match plate finish. b. Material: Nylon, plastic and metal cover plates. Coordinate colors with design architect. D. Finishes: 1. Color:White, unless otherwise indicated or required by the architect. 2.07 PANELBOARDS A. Manufacturers: 1. Square D type NQOB for 225A and below, I-line distribution for 400A and above. 2. General Electric Co.; Electrical Distribution & Protection Div. 3. Eaton Corporation; Cutler-Hammer Products B. Distribution panelboards shall be dead front, totally enclosed in proper NEMA enclosure to suit location. Copper bussing shall be provided for all distribution panelboards. Main circuit breaker shall be equipped with solid state, true RMS reading trip unit. Feeder circuit breakers shall be group mounted front accessible bolt-on thermal-magnetic molded case type with adjustable magnetic trip settings. Minimum interrupting capacity shall be exceed that of the short circuit study. Door in door construction. C. Lighting and Receptacle Panelboard -All Lighting and Receptacle panelboards shall have 42 poles per section, except where shown to be less. Minimum interrupting capacity shall be 10 KAIC for 120/208 V and 25 KAIC for 277/480 V. Copper bussing shall be provided in all panelboards. Panelboard construction shall have heavy-duty, continuous, section vertical hinged to box section, door-in-door type. Circuit breakers shall be molded case quick-make, quick-break, with thermal magnetic trip, bolt-on type. 2.08 LIGHTING CONTROL DEVICES A. Occupancy Sensors: 1. Ceiling-Mounting Units: Unit receives 24-V do power from a remote source and, on sensing occupancy, closes contacts that provide signal input to a remote microprocessor based lighting control system. 2. Switch-Box-Mounting Units: Unit receives power directly from switch leg of the 120V ac circuit it controls and operates integral power switching contacts rated 800 W at 120-V ac minimum. Park 77 Page 5 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 3. Operation: Turns lights on when room or covered area is occupied and off when unoccupied. a. Time Delay for Turning Lights Off: Adjustable over a range from 1 to 15 minutes, minimum. b. Manual Override Switch: Turns lights off manually regardless of elapsed time delay. 4. Auxiliary Power and Control Units: As follows: a. Relays rated for a minimum of 20-A normal ballast load or 13-A tungsten filament or high-inrush ballast load. b. Sensor Power Supply: Rated to supply the number of connected sensors. 5. Low-voltage lighting control system: a. The low-voltage lighting control systems shall consist of host computer, lighting control panel(s) (LCP's) installed in the electrical room, and interconnecting communication cables for control of interior and exterior lighting fixtures. The system shall provide the following control options: i. Pre-programmed on/off control at selected times. ii. Selective override on/off control or change of time from host computer. 2.09 LIGHTING A. LED lamps and ballasts: 1. Fluorescent Color Temperature and Minimum Color-Rendering Index: 3500 K and 85 CRI, super T8, minimum 3100 lumen initial rated output, 24,000 hour rated lamp life. Minimum lamp efficacy shall be at least 85 lumen per watt for linear fluorescent and 60 lumen per watt for compact fluorescent lamp. 2. Ballasts: B. Exit Signs: 1. General Requirements: LED source with self cibComply with UL 924 and the following: a. Sign Colors and Lettering Size: Green color letters on white faceplate. 2. Internally Lighted Signs: Features as follows: a. Lamps for AC Operation: Two or more for each fixture; LED (Light-Emitting Diodes), 70,000 hours life. b. Internal Source for Self-Powered Exit Signs (Battery Type): Integral automatic charger in a self-contained power pack. (1) Battery: Sealed, maintenance-free, nickel-cadmium type. (2) Charger: Fully automatic, solid-state type with sealed transfer relay. (3) Operation: Relay automatically energizes lamp from unit when circuit voltage drops to 80 percent of nominal or below. When normal voltage is restored, relay disconnects lamps, and battery is automatically recharged and floated on charger. 2.10 FIRE ALARM SYSTEM A. Provide all necessary addressable initiating devices, addressable notification appliance circuit devices, voice evacuation speakers, amplifier, voice evacuation modules, control relays, monitor modules per code requirement for a fully automatic system. 2.11 VOICE AND DATA COMMUNICATION SYSTEM 2.12 ELECTRICAL IDENTIFICATION A. Nameplates and Signs: 1. Safety Signs: Comply with 29 CFR, Chapter XVII, Part 1910.145. 2. Engraved Plastic Nameplates and Signs: Engraving stock, melamine plastic laminate, minimum 1/16 inch thick for signs up to 20 sq. in. and 1/8 inch thick for larger sizes. a. Engraved legend with black letters on white face. b. Punched or drilled for mechanical fasteners. 3. Baked-Enamel Signs for Interior Use: Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for the application. 1/4-inch grommets in corners for mounting. 4. Exterior, Metal-Backed, Butyrate Signs: Weather-resistant, nonfading, preprinted, cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel backing; and with colors, legend, and size required for the application. 1/4-inch grommets in corners for mounting. 5. Fasteners for Nameplates and Signs: Self-tapping, stainless-steel screws or No. 10/32, stainless-steel machine screws with nuts and flat and lock washers. Park 77 Page 6 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 PART 3- EXECUTION 3.01 GROUNDING AND BONDING A. Use only copper conductors for both insulated and bare grounding conductors in direct contact with earth, concrete, masonry, crushed stone, and similar materials. B. In raceways, use insulated equipment grounding conductors. C. Equipment Grounding Conductor Terminations: Use bolted pressure clamps. D. Grounding Bus: copper. E. Underground Grounding Conductors: Use tinned-copper conductor, No. 2/0 AWG minimum. Bury at least 24 inches below grade. F. Equipment Grounding Conductors: 1. Install insulated equipment grounding conductor with circuit conductors for the following items, in addition to those required by NEC: a. Feeders and branch circuits. b. Lighting circuits. c. Receptacle circuits. d. Single-phase motor and appliance branch circuits. e. Three-phase motor and appliance branch circuits. f. Flexible raceway runs. g. Armored and metal-clad cable runs. 2. Computer Outlet Circuits: Install insulated equipment grounding conductor in branch circuit runs from computer-area power panels or power-distribution units. 3. Nonmetallic Raceways: Install an equipment grounding conductor in nonmetallic raceways unless they are designated for telephone or data cables. G. Installation: 1. Grounding and Conductors: Route along shortest and straightest paths possible. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. 2. Bonding Straps and Jumpers: Install so vibration by equipment mounted on vibration isolation hangers and supports is not transmitted to rigidly mounted equipment. Use exothermic-welded connectors for outdoor locations, unless a disconnect-type connection is required; then, use a bolted clamp. Bond straps directly to the basic structure taking care not to penetrate any adjacent parts. Install straps only in locations accessible for maintenance. H. Connections: 1. General: Make connections so galvanic action or electrolysis possibility is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact shall be galvanically compatible. a. Use electroplated or hot-tin-coated materials to ensure high conductivity and to make contact points closer to order of galvanic series. b. Make connections with clean, bare metal at points of contact. c. Make aluminum-to-steel connections with stainless-steel separators and mechanical clamps. d. Make aluminum-to-galvanized steel connections with tin-plated copper jumpers and mechanical clamps. e. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces. f. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use pressure-type grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated with winged pressure-type connectors.. h. Tighten screws and bolts for grounding and bonding connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. i. Compression-Type Connections: Use hydraulic compression tools to provide correct circumferential pressure for compression connectors. Use tools and dies recommended by connector manufacturer. Provide embossing die code or other standard method to make a visible indication that a connector has been adequately compressed on grounding conductor. Park 77 Page 7 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 3.02 CONDUCTOR AND INSULATION APPLICATIONS A. Exposed Feeders: Type THHN-THWN, single conductors in raceway. B. Feeders Concealed in Ceilings,Walls, and Partitions: Type THHN-THWN, single conductors in raceway. C. Exposed Branch Circuits, including in Crawlspaces: Type THHN-THWN, single conductors in raceway. D. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single conductors in raceway, metal-clad cable, Type MC. E. Branch Circuits Concealed in Concrete and below Slabs-on-Grade: Not used. F. Cord Drops and Portable Appliance Connections: Type SO, hard service cord. G. Fire Alarm Circuits: Type THHN-THWN, in raceway or power-limited, fire-protective, signaling circuit cable. H. Class 1 Control Circuits: Type THHN-THWN, in raceway. I. Class 2 Control Circuits: Type THHN-THWN, in raceway or power-limited cable, concealed in building finishes or power-limited tray cable, in cable tray. J. Installation: 1. Conceal cables in finished walls, ceilings, and floors, unless approved otherwise. 2. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. 3. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that shall not damage cables or raceway. 4. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. 5. Seal around cables penetrating fire-rated elements. 6. Conductor shall be continuously pulled. Splicing is not allowed. 7. Identify and color-code conductors and cables as follows: CONDUCTOR SYSTEM VOLTAGE 120/208 277/480 Phase A Black Brown Phase B Red Orange Phase C Blue Yellow Neutral White Grey Equipment Ground Green Green K. Connections: 1. Tighten electrical connectors and terminals according to manufacturer's published torque tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 2. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. 3. Wiring at Outlets: Install conductor at each outlet, with at least 12 inches of slack. M. Field Quality Control: 1. Testing: Engage a qualified testing agency to perform the following field quality-control testing: a. After installing conductors and cables and before electrical circuitry has been energized, test for compliance with requirements. b. Perform each electrical test and visual and mechanical inspection stated in NETA ATS, Section 7.3.1. Certify compliance with test parameters. 2. Test Reports: Prepare a written report to record the following: a. Test procedures used. b. Test results that comply with requirements. c. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. 3.03 RACEWAY APPLICATION: (The use of MC cables shall not be allowed.) A. Outdoors: 1. Exposed: Rigid steel or IMC. 2. Concealed: Rigid steel or IMC. 3. Underground, Single Run: RNC. 4. Underground, Grouped: RNC Park 77 Page 8 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 5. Connection to vibrating equipment(Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): LFMC 6. Boxes and Enclosures; Nema 250, Type 3R or 4 B. Indoors: 1. Exposed: EMT. 2. Concealed: EMT. 3. Connection to Vibrating Equipment(Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): FMC; except use LFMC in damp or wet locations. 4. Boxes and Enclosures: NEMA 250, Type 1, except as follows: a. Damp or Wet Locations: NEMA 250, Type 4. C. Minimum Raceway Size: 3/4-inch trade size. D. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Intermediate Steel Conduit: Use threaded rigid steel conduit fittings. 2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings approved for use with that material. Patch all nicks and scrapes in PVC coating after installing conduits. E. Installation: 1. Keep raceways at least 6 inches away from parallel runs of flues and hot-water pipes. Install horizontal raceway runs above water piping. Maintain 12" minimum distance between power and signal raceways. 2. Complete raceway installation before starting conductor installation. 3. Install temporary closures to prevent foreign matter from entering raceways. 4. Protect stub-ups from damage where conduits rise through floor slabs. Arrange so curved portions of bends are not visible above the finished slab. 5. Make bends and offsets so ID is not reduced. Keep legs of bends in the same plane and keep straight legs of offsets parallel. 6. Conceal conduit and EMT within finished walls, ceilings, and floors. a. Install concealed raceways with a minimum of bends in the shortest practical distance, considering type of building construction and obstructions. 7. Raceways Embedded in Slabs: Install in middle 1/3 of slab thickness where practical and leave at least 2 inches of concrete cover. a. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete placement. b. Space raceways laterally to prevent voids in concrete. c. Run conduit larger than 1-inch trade size parallel or at right angles to main reinforcement. Where at right angles to reinforcement, place conduit close to slab support. d. Change from nonmetallic tubing to rigid steel conduit, or IMC before rising above the floor. 8. Install exposed raceways parallel or at right angles to nearby surfaces or structural members and follow surface contours as much as possible. a. Run parallel or banked raceways together on common supports. b. Make parallel bends in parallel or banked runs. Use factory elbows only where elbows can be installed parallel; otherwise, provide field bends for parallel raceways. 9. Join raceways with fittings designed and approved for that purpose and make joints tight. 10. Tighten set screws of threadless fittings with suitable tools. 11. Terminations: a. Where raceways are terminated with locknuts and bushings, align raceways to enter squarely and install locknuts with dished part against box. Use two locknuts, one inside and one outside box. b. Where raceways are terminated with threaded hubs, screw raceways or fittings tightly into hub so end bears against wire protection shoulder.Where chase nipples are used, align raceways so coupling is square to box; tighten chase nipple so no threads are exposed. 12. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 24 inches of slack at each end of pull wire. Pull cords shall be individually marked at each end. 13. Surface Raceways: Install a separate, green, ground conductor in raceways from junction box supplying raceways to receptacle or fixture ground terminals Park 77 Page 9 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 14. Flexible Connections: Use maximum of 72 inches of flexible conduit for recessed and semirecessed lighting fixtures; for equipment subject to vibration, noise transmission, or movement; and for all motors. Use LFMC in damp or wet locations. Install separate ground conductor across flexible connections. F. Protection: 1. Provide final protection and maintain conditions that ensure coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. a. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer. b. Repair damage to PVC or paint finishes with matching touchup coating recommended by manufacturer. G. Cleaning: 1. After completing installation of exposed, factory-finished raceways and boxes, inspect exposed finishes and repair damaged finishes. 3.04 WIRING DEVICES A. Installation: 1. Install devices and assemblies plumb and secure. 2. Install wall plates when painting is complete. 3. Arrangement of Devices: Mount flush, with long dimension vertical. Group adjacent switches under single, multigang wall plates. 4. Protect devices and assemblies during painting. B. Connections: 1. Connect wiring device grounding terminal to branch-circuit equipment grounding conductor. 2. Isolated-Ground Receptacles: Connect to isolated-ground conductor routed to designated isolated equipment ground terminal of electrical system. 3. Tighten electrical connectors and terminals according to manufacturer's published Torque tightening values. If manufacturers torque values are not indicated, use those specified in UL 486A and UL 486B. D. Field Quality Control: 1. Test wiring devices for proper polarity and ground continuity. Operate each device at least six times. 2. Test GFCI operation with both local and remote fault simulations according to manufacturer's written instructions. 3. Replace damaged or defective components. E. Cleaning: 1. Internally clean devices, device outlet boxes, and enclosures. Replace stained or improperly painted wall plates or devices. 3.05 PANELBOARDS A. Installation: 1. Install panelboards and accessories according to NEMA PB 1.1. 3. Mounting: Plumb and rigid without distortion of box. Mount recessed panelboards with fronts uniformly flush with wall finish. 4. Install filler plates in unused protective device spaces. B. Identification: 1. Circuit Directory: Create a directory to indicate installed circuit loads after balancing panelboard loads. Use a computer or typewriter to create directory; handwritten directories are not acceptable. 3.06 LIGHTING A. Installation: 1. Support for Fixtures independent of Grid-Type Suspended Ceilings: Support fixture using the following: a. Install a minimum of four ceiling support system rods or wires for each fixture. Locate not more than 6 inches from fixture corners. b. Support Clips: Fasten to fixtures and to ceiling grid members at or near each fixture corner. c. Fixtures of Sizes Less Than Ceiling Grid: Arrange as indicated on reflected ceiling plans or center in acoustical panel, and support fixtures independently of panel. 3.07 IRE ALARM SYSTEM Park 77 Page 10 of 12 June 8, 2016 ELECTRICAL GENERAL CONDITIONS SECTION 260500 A. The contractor shall provide and install the system in accordance with all applicable codes and the manufacturer's recommendations. B. Detector Installation: 1. Detector locations shall be no closer than 4 feet from air supply outlets, nor in beam pockets deeper than 12". No detector shall be purposely recessed in a ceiling. 2. Duct type smoke detectors shall be provided under this section of the specification for mounting by other trades. C. Programming: 1. The contractor shall perform all programming of system including local panel programming and network programming. 2. The contractor shall perform the necessary assigning of system points. D. Wiring: 1. The contractor shall furnish and install, in accordance with manufacturer's instruction, all wiring, conduit, and outlet boxes for installation of a complete system as described herein. E. Miscellaneous: 1. All junction boxes shall be painted red and labeled "Fire Alarm". Color coded wiring shall be maintained throughout the installation. 2. Installation of equipment and devices relevant to other work in the contract shall be closely coordinated with the appropriate subcontractors. 3. The contractor shall clean all dirt and debris from the interior and exterior of the fire alarm equipment after completion of the installation. 4. The manufacturer's authorized representative shall provide on-site supervision of installation. 3.08 VOICE / DATA COMMUNICATION SYSTEM A. Terminate cable in designated terminal cabinets and/or on designated equipment boxes. B. Provide service loop of cables at all junction and termination cabinets or boxes. C. Maintain consistent absolute signal polarity at all connectors, patch points, and connection points accessible in the system. D. Dress or harness all wire and cable to prevent mechanical stress of electrical connectors. No wire or cable shall be supported by a connection point. Provide service loops where harnesses of different classes cross or where hinged panels are to be interconnected. 3.09 ELECTRICAL IDENTIFICATION A. Installation: 1. Identification Materials and Devices: Install at locations for most convenient viewing without interference with operation and maintenance of equipment. 2. Lettering, Colors, and Graphics: Coordinate names, abbreviations, colors, and other designations with designations with those required by codes and standards. Use consistent designations throughout Project. 3. Equipment Identification Labels: Engraved plastic laminate. Install on each unit of equipment, including central or master unit of each system. a. Common area panelboards, electrical cabinets, and enclosures. b. Access doors and panels for concealed electrical items. c. Electrical switchgear and switchboards. d. Disconnect switches. e. Enclosed circuit breakers. f. Motor starters. g. Push-button stations. h. Contactors. i. Remote-controlled switches. j. Control devices. END OF SECTION Park 77 Page 11 of 12 June 8, 2016 THIS PAGE LEFT BLANK 1 2 3 4 5 _._... E DYKEMAN Project Summary 1":40' 0-.1 koing / Lot Area(lots 3-9) 349,523 s.f. \� Impermeable: rel•42a269S1fi1 ,$e 42626932/2 uwwdykamnn.ner Building gPad 25 91 SPHgL7 W Paths Sidewalks: 33,8 of BLDG. S ( Vehicleircula8on&Parking: 11 , .L 42'4"H. Pool 2.650 s.f. - 17teweet MaHmvlav[hive l evmen,WA 992a1-zone 3 Stories BLDG.1 Total: 233,401 s.f. 9 Units 4X-V'HL Building Type E 3 stories Minimum Required Permeable: 87,380 s.f. 16 Units Permeable Provided: 116,122 s.f. W 3uNding Type C 3 Building Footprint Impermeable Area: v„ BLDG.11 Type A:3,165 s.f. FF Elevation= 42'-11"Ht. Type B:4,108 e.f. 141.0 3 Stories I Type C:6,955 s.f. \ FF Elevation- 12 Units� Type D:4,160 s.f. 140.8 Building T pa B Type E:3,16095 Amenities;3,895 s.f. a FF Elevatlon= ,� FF Elevaon= Buis nAg Composition: 141.5 146.5 3 BR:4 uur'. 2 BR:2 BLDG,14 1 SR:3 42'-2"Ht Type B: 3 Stories \ / FF ElevaBon= 3 BR:4 12 Units \ 147.6 2 BR:6 Building Type D 1 BR:3 Type C: C 3 BR:4 wv'�r 2 BR:8 6467 RECISTEREc 1 BR:6 ARC ITECT Type D: 3 BR:4 2 BR:4 a FF Elevatlon= I 1 BR;4 TI Y JAM EWER 142.0 Type E: AT F WA51 I GTCk 1 HR 3 BR:4 WALLS %M / (� R:3 �� BBR:2 1 2/ Amenities Building: 1 SR:3 BLDG.16 42'-2"Ht. �r Total Unite: 182 3 Stories BLDG.17 i��i �••� -1 Bed: 80 12 Units -3"m' Park Bulldin T e D 2 Stories FF Elevatlon= I •2 Bed: 58 3 Unite 143.0 BLDG.9 -3 Bed: 64 Community E7 42'-11"HL MinFPark Remuiremenfs: ? b 7 3Stories 1BR:1AResidentsx80= 84.0Residents FOR x1b 7 / • / 12 Unit Q Bulldin 2BR:2.2 Residents x 58=127.6 Residents • FF ElevaBon= 9 Type 3BR:3.2 Residents z 84=204.8 Residents ^$ '��. • 148.75 9 Total=417 Residents WD Arlington 65 sf.x 417 Residents=27,105 9.f.park required FF Elevation= BLDG.10 Mini-Parks Provided:32,750 s.f. Investments, L.L.C. 143.5 421 Ht. AT 3 Sories BLDG.B Parking Remuirod: 1HR 9Units 42'-11"Ht. a 1.25stallsper601BRunits= 75 stalls 20201 77th Avenue NE WALLS / ""Building Type A / 3 Stories za=asitnF�.ceoxl2miN to bus) untte= 27 45 ok Arlington,WA 12 Unitsstalls ' FF Elevatlon= ♦ I Building Type B Total required= 322.05 stalls I 143.6 Accessible oarkine required: ♦ 2%of stalls provided. � e � 325 x 0.02=6.5--Provide 7 /- �� BLDG.18 Parklnc Provided: B 42'-2"HL „=„r Accessible: 7 3 Stories '= Compact: 33 (up to 20%allowed per 20.72.030) This drawing is: 12 Unite I Standard: 2 1.Copyrigbt 2016 DYKEMAN,Inc. Building Type D I Total: 325 FF Elevator= 2.The Architect's Instrument of Professional Service. BLDG.5 FF Elevation- BLDG,6 FF Elevatlon= BLDG.7 FF Elevatlon- 154.0 3.For use on this project only.Obtain Architect's Parklnc Stall Dimensions: 42'-9'' 146.6 42'-9"HL 148.5 42'-9"Ht. 161.76 Standard: 9'X 19, written permission for any other use or reproduction. 3 Stories 3 Stories \1 3 Stories Compact: 8'X 19' FF Elevation- I 9 Units Accessible: 14'X 19' wilding Type A. BuWi p Type A Building Type ' 144.5 Shaded Parklnc Required: I MARK DATE DESCRIPTION AcceStandard s stalls:14'x 19'x 0)-1,862 sf 1 11/20,2015 CUP Submittal Standard stalls:9'x 19'x 4,145=required of _ I � Total 56,582 s.f.x 0.25=14,145 sf required shaded 2 12I772015 -Design Review Submtttal 3 1/142018 PriUn Pack e Shaded Parking Provided:14,845 sf 4 2I792016 U sled Pdeln Bicycle Rack Soace Required 5 8I102016 Issued Building Permit 10%Required Vehicle Parking 322.05 X 0.1=32.205 Tool Required=33 Spaces Bike Rack Spam Provided:45 Spaces (Pad Mounted) APPROVED BY: i 2014052 Drive Isle:24'Width PROJECT DIRECTOR: I Michas[Stevens 2'.4"H ■ 3 Stories ies BLDG.2 1 €� BLDG.3 s BLDG.4 Setbacks Required: PROJECT MANAGER: I Doug Hoflus 3 Sories 42'-3"Ht. `4`S___9 :7 42'-9"Ht. N 42'-11"Ht. Building from Street:20' CHECKED BY: I 9 Units ,=„w 3 Stories 3 Stories 3 Stories I Building Type E 16 Unite 9 Unite 12 Untts Building from Interior Lot Line:5' JOB CAPTAIN: Nathan Bataille \ Building Type C FF Elevaton= Building Type A FF Elevation= Building Type B Parking from Street:25' 148.5 151.5 FF Elevator= FF Elevation- FF Elevatlon= FF Elevator- 147.26 153.75 155.0 Landscape Screening Required C Property Lines: 146.5 Opaque planted Screen to V:C Commercial/Retall PL(North) Intermittent Screen: SF Residential PL(East) 1HR WALLS A �,.p -- - - - ----- ae.• --------- -- -- „e.p Site Plan Ppa.le,pl,a=ANFk awn qnx Fenn Pp,ox.LanM Nwx WmE F=,u nFro..LMrrl EdNnr WmE Fenw Site Plan 0' 20' 40' 80' 160' I 2 3 4 5 f7PCI - _ 9 Seattle u Portland Spokane San Diego Austin Irvine $ San Francisco LAnchorae os Angeles Structural Calculations Park 77 20201 771h Avenue NE, Arlington, WA DO Job Number 16011-0075 June 14, 2016 pF 1VASyi�c�L ti 29759 Prepared for: Dykeman, Inc. Received 1716 West Marine View Drive JUN 2 9 2016 Everett, WA 98201-2098 818 Stewart Street, Suite 1000 Seattle,Washington, 98101 Phone(206)332-1900 S e r v i c e I n n o v a t i o n V a I u e l � l � Project: Park 77 Project No: 16011-0075 Date: 6/14/2016 Structural Calculation Index: 1. Design Criteria: .........................................................DC-1 thru DC-9 2. Wood Gravity: .......................................................WG-1 thru WG-53 3. Wood Lateral: ........................................................ WL-1 thru WL-65 4. Foundation......................................................... FDN-1 thru FDN-18 818 Stewart Street, Suite 1000'I Seattle,Washington,98101 Phone(206)332-1900 S e r v i c e I n n o v a t I o n V a I u e MDO Project No Sheet No. Pinu 16011_-0075 Project Date _ Park 77 _ 6/14/2016 Subject BY Scope of Work/ Description AEM Description of Work: This project consists of the gravity and lateral design for seventeen buildings on one site. There are six models of building that will be reused. All the buildings are three stories or less, typical wood construction utilizing wood joists, beams, and bearing walls for gravity loads and light-framed wood sheathed shear walls for lateral resistance. All the buildings bear on shallow concrete foundations, although some of the site soil conditions are not ideal, thus additional thickness and reinforcing is required at some of the buildings per the provided geotechnical report. i 1 � J 1 Page DC-1 of 9 c I E n G I n s s R 5 e DESIGN CRITERIA PROJEC 1 601 1-0075 Sheet No: PROJECT Park 77 Date: 6/14/16 Subject: UNIT DEAD LOADS (PSF) Printed: 8:41 AM By: AEM Gravity Lateral Applicable Roof Framing Desi n Design Live Loads Roofing 2.0 2.0 25 psf Insulation,0.1 #/in Batt 1.2 1.2 20 psi fCeiling Trusses 3.8 3.8 1/2 OSB Sheathing 1.5 1.5 GWB-2 layers-5/8" ® 4#/in 5.0 5.0 Sprinkler/Duct/Pipe/Elect Allowance 1.5 1.5 15.0 psf 15.0 Exterior Walls&Interior Non Load Brg Partitions 10.0 +Parapet+MISC Roof 25.0 psf I Gravity Lateral Applicable Typical Floor Framing Desi n Desi n Live Loads Floors,carpet&pad 1.5 1.5 40 psf I 1 1/4"Gyperete Topping, Min 10.0 10.0 20 pst '3/4"sheathing 2.5 2.5 Floor Joists 5.0 5.0 IGWB-2 layer-5/8" @ 4#/in 5.0 5.0 !Sprinkler/Duct/Pipe/Elect Allowance 2.0 2.0 Misc 2.0 2.0 28.0 28.0 Interior Partitions,where occurs 5.0 5.0 (Bearing Walls&Exterior walls 5.0 38 Psf Gravity Lateral Applicable Typical Balcony Design Design Live Loads I Finish 3.0 3.0 40 psf Trexx Decking 5/4+2x4 Sleepers @ 16"oc 7.0 TO 20 psf Floor Joists 5.0 5.0 ! 'MISC 5.0 5.0 20.0 20.0 Interior Partitions,where occurs 0.0 Bearing Walls&Exterior walls _ -_ 5.0 -- -- 25 Psf Gravity Lateral Applicable Typical Exterior Stair Framing I Design I Desl n _ _ Live Loads Concrete Fill - 10.0 10.0 100 psf f _ Steel Framing -_ 10.0 10.0 20 psi - -- MISC 5.0 5.0 Interior Partitions,where occurs _ _ _ _ 0.0 _ Bearing Walls&Exterior walls _ 5.0 - 30 Psf - _- Deflection limits Floor TL U360 - Floor LL U480 - -'Roof TL �_ - -- - U `-240 - - - ---- i- IRoof LL _ _ U360 i --r-- - J:\11-Seattle\2016 Projects\1 601 1-0075 Park 77\Project Management\Design Criteria\DCI Loading and Design Criteria Spreadsheetsl (Repaired).xis 1 OF 1 Page DC-3 of 9 Zt= Design Maps Summary Report User-Specified Input Report Title 20201 77th Ave NE, Arlington, WA Fri March 4, 2016 23:17:07 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 48.178910N, 122.12768°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III . EBEXV rh to arm BQach r [n J 1 ruiui a .. Grik JSGS-Provided Output Ss = 1.058 g Sms = 1.139 g SDs = 0.760 g S, = 0.411 g SM, = 0.654 g So, = 0.436 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCEq Response Spectrum o,Qe Design Response Spectrum 1.20 0.00 -- 1.00 0.72 0.96 0.64 0.84 0.56 0.T2~ OI 0.48 LA 0.60 (MA 0.48 0.32 0.36 0.24 0.24 0.16 0.12 0,08 0.00 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2 00 Period, T(sec) Period,T(sec) i br PGAM,TL, CRs, and CR1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey,we provide no warranty, expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. Page DC-4 of 9 "ASCE705W.xls" Program Version 1.0 WIND LOADING ANALYSIS -Wall Components and Cladding Per ASCE 7-10 Code for Buildings of Any Weight Using Chapter 30, Com onents &Claddin (C&C) Job Name: I Park 77 1 Subject: IC&C Walls Job Number: 1 601 1-0075 Ori inator: 1AEM Checker: 1AEM Input Data: - Wind Speed, V= 110 Bldg. Classification= _ II Exposure Category= B B Ridge Height, hr= 42.00 ft. (hr>=he) Eave Height, he= _42_.00 _ ft. (he<=hr) Building Width= 100.00 ff. (Normal to Building Ridge) Building Length= 60.00 _ft. (Parallel to Building Ridge) L Roof Type= Gable (Gable or Monoslope) Plan Topo, Factor, Kzt= 1.00_ _ (Eq.26.8-1)) Direct. Factor, Kd= �0.85 (Table 26.6-1) Enclosed? (Y/N) Y_ Component Name= _Wall (Girt, Siding,Wall, or Fastener) 6° Effective Area, Ae= 13.33333 ft.^2 (Area Tributary to C&C) hr h he Resulting Parameters and Coefficients_: �L Elevation Roof Angle, 0= _ 0.00_ deg. Mean Roof Ht., h =1 42.00 ft. (h=he,for roof angle<=10 deg.) l Wall External Pressure Coefficients, GCp: GCp Zone 4 Pos. = 0.88 _ (Fig. 30.4-1, GCp is reduced by 10%for roof angle<=10 deg. ) GCp Zone 5 Pos. = 0.88 (Fig. 30.4-1, GCp is reduced by 10%for roof angle<=10 deg. ) GCp Zone 4 Neg.= _ -0.97 v (Fig. 30.4-1, GCp is reduced by 10%for roof angle<=10 deg. ) GCp Zone 5 Neg. = -1.22 (Fig. 30.4-1, GCp is reduced by 10%for roof angle <=10 deg. ) Positive &Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): +GCpi Coef. = 0.18 (positive internal pressure) -GCpi Coef. = 0.18 (negative internal pressure) If z<= 15 then: Kz=2.01*(15/zg)^(2/(x) , If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 30.3-1) a= _ 7.00 (Table 26.9-1) (Note: z not<30'for Exp. B, Case 1) zg= __1200_ (Table 26.9-1) Kh= _0.77 (Kh = Kz evaluated at z= h) 1.00 . Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*V^2*1 (Sect. 30.3.2, Eq. 30.3-1) qh= 20.31 psf qh =0.00256*Kh*Kzt*Kd*V^2*I (qz evaluated at z=h) Design Net External Wind Pressures (Chap. 30, Part 1 & Part 3): For h <=60 ft.: p=qh*((GCp) - (+/-GCpi)) (psf) (Sect. 30.4.2, Eq. 30.4-1) For h > 60 ft.: p=q*(GCp) -qi*(+/-GCpi) (psf) (Sect. 30.6.2, Eq. 30.6-1) where: q=qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls (conservatively assumed per Sect. 30.6.2) 1 of 3 6/14/2016 8:42 AM Page DC-5 of 9 "ASCE705W.xls" Program Version 1.0 Wind Load Tabulation for Wall Components &Cladding Component z Kh qh p=Net Desi n Pressures sf ft. sf Zone 4 + Zone 4 - Zone 5 + Zone 5 - Wall 0 0.77 20.31 _ _21.53 -23.36 21.53 -28.44 15.00 0.77 20.31 _ 21.53 -23.36 21.53 -28.44 20.00 ^_ 0.77 20.31 _ 21.53 -23.36 21.53 -28.44 „ 25.00 0.77 20.31 21.53 -23.36 21.53 -28.44 30.00 0.77 _ 20.31 21.53 -23.36 21.53 -28.44 35.00 0.77 20.31 21.53 -23.36 21.53 -28.44 40.00 0.77 20.31 21.53 -23.36 21.53 -28.44 For z=hr: 42.00 0.77 20.31 21.53 -23.36 21.53 -28.44 For z=he: 42.00 0.77 20.31 21.53 -23.36 21.53 -28.44 For z=hl 42.00 0.77 20.31 21.53 -23.36 21.53 -28.44 Notes: 1. (+) and (-) signs signify wind pressures acting toward&away from respective surfaces. 2. Width of Zone 5 (end zones), W= 1 6.00 Ift. 3. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf(ULT). 4. References : a.ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10" by: Kishor C. Mehta and William L. Coulbourne, (2013) 2 of 3 6/14/2016 8:42 AM Page DC-6 of 9 "ASCE705W.xls11 Program Version 1.0 Wall Components and Cladding: t h �Sy �J Wall Zones for Buildings with h <= 60 ft. - f i- 7i I : I , I 1 � 1 , 1 1 I 1 l 1 1 1 t , 1 I i 1 1"• l,s F! I t I 1 I 1 N I ! 1 1 1 1 WALL ELEVATION Wall Zones for Buildings with h > 60 ft. 3 of 3 6/14/2016 8:42 AM Page DC-7 of 9 "ASCE705W.xls" Program Version 1.0 WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0<--450 or Monoslope Roof 0<=30 Using Chapter 30, Com onents and Cladding C&C Job Name: Park 77 Subject: lRoof C&C Job Number: 1 601 1-0075 Originator: AEM I Checker: JAEM Input Data: Wind Speed, V= 110 Bldg. Classification= TI Exposure Category= B B Ridge Height, hr= 42.00 ft. (hr>=he) Eave Height, he= 42.00 ft. (he<=hr) Building Width= 100.00 _ ft. (Normal to Building Ridge) Building Length=_ 60.00 ft. (Parallel to Building Ridge) L Roof Type= TGable (Gable or Monoslope) Plan Topo. Factor, Kzt= µ 1.00 (Eq. 26.8-1)) Direct. Factor, Kd= 0.85 (Table 26.6-1) Enclosed? (Y/N) . __ Y Component Name= Joist _ (Purlin, Joist, Decking, or Fastener) 9 Effective Area, Ae= 30 ft A2 (Area Tributary to C&C) hr h Overhangs? (Y/N) Y (if used, overhangs on all sides) Ih. L Resulting Parameters and Coefficients: Elevation Roof Angle, 0=1 0.00 Ideg. Mean Roof Ht., h =_ 42.00 Ift. (h=he, for roof angle<=10 deg.) Roof External Pressure Coefficients, GCp: GCp Zone 1-3 Pos. = 0.25 (Fig. 30.4-2A thru C) GCp Zone 1 Neg. = -1.65 (Fig. 30.4-2A thru C) GCp Zone 2 Neg. = _ -1.65 (Fig. 30.4-2A thru C) GCp Zone 3 Neg. = -1.85 (Fig. 30.4-2A thru C) Positive &Negative Internal Pressure Coefficients, GCpi (Table 26.11-1): +GCpi Coef. = 0.18 1(positive internal pressure) -GCpi Coef. _ -0.18 (negative internal pressure) If z<= 15 then: Kz=2.01*(1 5/z )A(2/a) , If z> 15 then: Kz=2.01*(z/zg)A(2/a) (Table 6-3, Case 1a) a-_ 7.00 zg= 1200 (Table 6-2) (Note: z not <30, Exp. B, Case 1) Kh= 0.77 (Kh=Kz evaluated at z=h) I=_ 1.00 (Table 6-1)(Importance factor) Velocity Pressure: qz=0.00256*Kz*Kzt*Kd*VA2*1 (Sect. 30.3.2, Eq. 30.3-1) qh = 20.31 psf qh= 0.00256*Kh*Kzt*Kd*VA2*I (qz evaluated at z=h) Design Net External Wind Pressures (Chap. 30, Part 1 & Part 3): For h <=60 ft.: p=qh*((GCp) - (+/-GCpi)) (psf) For h > 60 ft.: p=q*(GCp) -qi*(+/-GCpi) (psf) where: q=qh for roof qi= qh for roof(conservatively assumed per Sect. 30.6.2) 1 of 3 6/14/2016 8:42 AM Page DC-8 of 9 "ASCE705W.xls" Program Version 1.0 Wind Load Tabulation for Roof Components &Cladding Component z Kh qh p= Net Desi n Pressures sf ft. sf Zone 1,2,3 + Zone 1 - Zone 2 - Zone 3 -) Joist 0 _ 0.77 20.31 _ 8.78 -37.21 -37.21 -41 A 4 15.00 _0.77 20.31 _ _8.78_ -37.21 -37.21 M -37.21�_ -41.14 20.00 _ 0.77 20.31 _ 8.78 -' -37,21 -37.21 -41.14 25.00 _ 0.77 20.31 8.78 p-37.21 -37.21 -41.14 30.00 0.77 20.31 __k- 8.78 -37.21 -37.21 -41.14 35.00 0.77- 20.31� - 8.78W -37.21 -37.21 _-41.14 40.00 0.77 _ 20.31 8.78 -37.21 -37.21 -41.14 For z=hr; 42.00 0.77 20.31 __. 8.78 -37.21 -37.21 -41.14 For z=he: _ 42.00 0.77 20.31 8.78 -37.21 -37.21 -41.14 For z=h: 42.00 0.77 20.31 _ 8.78 -37.21 -37.21 -41.14 Notes: 1. (+) and (-) signs signify wind pressures actingtoward &away from respective surfaces. 2. Width of Zone 2(edge), 'a'= 6.00 ft. 3. Width of Zone 3 (comer), 'a'= 6.00 ft. 4. For monoslope roofs with 9<=3 degrees, use Fig. 30.4-5A for'GCp'values with'qh'. 5. For buildings with h >60' and 9> 10 degrees, use Fig. 30.6-1 for'GCpi'values with 'qh'. 6. For all buildings with overhangs, use Fig. 30.4-2A thru C for'GCp'values per Sect. 30.10, 7. If a parapet>=3'in height is provided around perimeter of roof with 0<= 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf (ULT). 9. References : a.ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10" by; Kishor C. Mehta and William L. Coulbourne, (2013) 2 of 3 6/14/2016 8:42 AM Page DC-9 of 9 "A8OE705VV.x|m" ProQram Version 1.0 Roof Components and Claddin-q: I;t 36-(z U,di (for Gable Roofs<=45*and Monoslope Roofs <=3') 20 30 ROOF PLAN Roof Zones for Buildings with III >60 ft. (for Gable Roofs <= 100 and Monoslope Roofs<=30) 3of3 6/14/2016 8:42AK4 Page WG-1 of 53 D C I EnGinEERWOOD GRAVITY 818 Stewart Street,Suite 1000 Seattle,Washington,98101 Phone(206)332-1900 !Service I nnovation Value Page WG-2 of 53 ll r I EDn �� o0 d�f ry ` �r j�V s. t o 7 � a J s � Page WG-3 of 53 i0 _j Ell r = Ar pN f+rwf ED IVA ! I o I - 0 r7 s r 1 ail F O R T E JOB SUMMARY REPORT All Building_For Permit Calc Print.4te Page WG-4 of 53 01:lSWICIOW A-Rrst Flow Member -- - - - - Member Name Results Current Solution comments "nor-1 Passed 1 Piece(s)2 x 8 Douglas Fr-Larch No.2 or-1 Passed 1 Plece(s)2 x 8 Douglas Fir-Larch No.2 joist-1 NS Passed 1 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 16"OC Joist 2 NS Passed 1 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 16"OC Joist 3 NS Passed 1 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 12"OC Joist 4 NS Passed 2 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 12"OC Joist 5 NS Passed 2 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 12"OC o�:dulldhfg B Member Name Results Current Solution Comments Glulam 2 Passed 1 Plece(s)5 1/8"x 10 1/2"24F-V8 DF Glulam Glulam 3 Passed 1 Plece(s)5 1/8"x 12"24F-V8 DF Glulam Glulam 4 Passed 1 Piece(s)5 1/8"x 12"24F-V8 DF Glulam Beam on posts(stairs) Passed 1 Piece(s)6 x 12 Douglas Fir-Larch No.2 Beam-balcony Passed 1 Piece(s)4 x 12 Southern Pine No.2 Balcony beam2 Passed 1 Plece(s)4 x 12 Douglas Fir-Larch No.2 Short Glulam Passed 1 Piece(s)5 1/8"x 10 1/2"24F-V8 DF Glulam Section B-5 to B-4 Bm 1 Passed 1 Piece(s)5 1/4"x 9 1/4"2.0E Parallam0 PSL Section B-5 to B-4 Bm 2 Passed 1 Piece(s)3 1/2"x 9 1/4"2.0E Parallam®PSL Section B-2 to B-1 Bm 2 IPassed 1 Piece(s)3 1/2"x 9 1/4"1.3E Timber5trand@ LSL 03:Amenities Bldg I Member Name — Results Current Solution Commerrts Small bm Passed 1 Plece(s)4 x 12 Douglas Fir-Larch No.2 Long bm Passed 1 Plece(s)5 1/8"x 12"24F-V8 DF Glulam Bm bearing roof Passed 1 Piece(s)3 1/2"x 117/B"24F-V4 DF Glulam Bm at edge of Patio Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 Bm at bw patio and bldg Passed 1 Piece(s)5 1/8"x 10 1/2"24F-V4 DF Glulam Short bm at edge of patio Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 Long bm(edge of patio) Passed 1 Plece(s)5 1/2"x 117/8"24F-V4 DF Glulam Bm at bw patio and bidg_2 Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 holding sawtooth roof Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 .r holding sawtooth roof(mid) Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 Torte Software operator Job Notes 6/1 41201 6 9:25:56 AM i Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.41e (206)332-1900 amiller@dci-engineers.com — — Page 1 of 28 F O R T E MEMBER REPORT Building A-First Floor, Door- 1 Page WG-5 Of 53 SSED 1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 Overall Length:3' 0 0 3' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Deifti n Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1177 @ 0 1406(1.50") Passed(84%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 605 @ 8 3/4" 1305 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 883 @ 1'6" 1183 Passed(75%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.011 @ 1'6" 0.100 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.019 @ 1'6" 0.150 Passed(L/999+) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS. LnaatoSUPnOfta(l0e) -- SUPPDftis I Total Available RqL l d Dead er Total Aeoaasoutaa 1-Trimmer-SPF 1.50" 1.50" 1.50" 487 690 1177 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 487 690 1177 None Tributary Dead Floor Live LDadS Locatlrm(Side) YI11dth (0.90) (1.00) comments 0-Self Weight(PLF) 0 to 3' N/A 2.8 1-Uniform(PSF) 0 to 3' 11'6" 28.0 40.0 Residential-Living Areas Weyerhoeuser Notes - 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building-For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 2 of 28 II F Q R T E MEMBER REPORT Building A-First Floor, Door- 1 PASSED i piece(s) 2 x 8 Douglas Fir-Larch No. 2 Page WG-6 of 53 Overall Length:3' 0 — o 3' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Deal n Results Actual O Location Allowed Result LDF Load.Comblitedon(Pattsra) — System:Wall Member Reaction(Ibs) 1177 @ 0 1406(1.50") Passed(84%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 605 @ 8 3/4" 1305 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 883 @ 1'6" 1183 Passed(75%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.011 @ 1'6" 0.100 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl. in 0.019 @ 1'6" 0.150 Passed(L/999+) 1.0 D+1.0 L All Spans) • Deflection criteria:ILL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on Nos. ltlaartng Loads to Supports(Ibs) supports rotsl AvaBable I Required Dead �e Total Aooessorles 1-Trimmer-SPF 1.50" 1.50" 1.50" 487 690 1177 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 487 690 1177 None Tributary Dead Floor Live l fads L.ocatlon(Side) Width (0.90) (1.00) Comments 0-Self Weight(PL 0 to 3' N/A 2.B 1-Uniform(PSF) 0 to 3' 11'6" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorto Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 3 of 28 %1 MEMBER REPORT Building A-First Floor,Joist- 1 NS PASSED F O R T E 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC Page WG-7 of 53 Overall Length:8'7" 0 0 8' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design ResultS Actual O Loation Allowed Result LDF Load.Combination(Pattern) System:Floor Member Reaction(Ibs) 380 @ 2 1/2" ! 1434(2.25") Passed(26%) 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 293 @ 1'3/4" I 1665 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 756 @ 4'3 1/2" 2029 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.034 @ 413 1/2" 0.204 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.057 @ 4'3 1/2" 0.408 Passed(L/999+) 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A - — •Deflection criteria:ILL.(L/480)and TL(L/240). •Bracing(Lu):Ail compression edges(top and bottom)must be braced at 8'4 1/2"o/c unless detailed otherwise Proper attachment and posldoning of lateral bracing Is required to achieve member stability. •A 15%Increase In the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered In analysis. IDearing — Loads to SUPPoth(hll) Supports Toth Avallable Relqulrod Dead Floor Total Accessorles 1-Stud wall-SPF 3.50" 2.25" 1.501, 1 160 229 389 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 1 160 229 389 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Loads Lootion(see) spadng (0.99) (1.00) Comments 1-Uniform(PSF) 0 to 8'7" 16" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes l`SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design cr teria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (wwv.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in I accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeRepDrts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc PrintAte (206)332-1900 amiller@dci-engineers.com Page 4 of 26 IW F Q R T E MEMBER REPORT Building A-First Floor,Joist 2 NS PASSED 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 0 16" OC Page WG-8 of 53 Overall Length: 13'7" 0 o I 13' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Deli n Results Aetual•Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 606 @ 2 1/2" 1434(2.25") Passed(42%) 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 519 @ 1'3/4" 1665 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1965 @ 6'9 1/2" 2029 Passed(97%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.228 @ 6'9 1/2" 0.329 Passed(L/693) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.387 @ 6'9 1/2" 0.658 Passed(L,/408) 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A !-- • Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'5 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%increase In the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NOS. • No composite action between deck and joist was considered In analysis. Bearing Loads to Supporb(lbs) Supports Total Avallabl ea e Required Dd LOOTLive Total Aocassories Stud wall-SPF 3.50" 2.25" 1.50" 254 362 616 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1.50" 254 362 616 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Dead I Floor Live Loads Location(Side) Spadnp (0.90) (1.00) Comments 1-Uniform(PSG 0 to 13'7" 16" 28.0 40.0 Residential-Living Areas Weyerifaeuser Notes ^` (1S)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blacking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainabic forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC FS under technical reports ESR-1153 and ESP-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CDdeRepons.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Torte Software Operator ,lob Notes 6/14/2016 9:25:56 AM Aaron Miller — Forte v5.1, Design Engine:V6.5.1.1 f DCI Engineers All Building For Permit Calc Print.4te amiller@dci-engineers.com Page 5 of 28 MEMBER REPORT Building A-First Floor,Joist 3 NS PASSED �I F O R T E 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 12" OC Page WG-9 of 53 Overall Length: 15'7" 0 0 15' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 523 @ 2 1/2" 1434(2.25") Passed(36%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 458 @ V 3/4" 1665 Passed(27%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1955 @ 7'9 1/2" 2029 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.301 @ 7'9 1/2" 0.379 Passed(L/605) 1.0 D+1.0 L(All Spans) 1 Design Methodology:ASD Total Load Defl.(in) 0.511 @ 7'9 1/2" 0.75E Passed(L/356) 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8 5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered In analysis. — - searing Loads toSupporEe(tbe) suppoltS Total AvaBable Regrind Deed Floor Total Aooewodee Lhre 1-Stud wall-SPF 3.50" 2.25" 1.50" 218 312 530 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 218 312 530 1 1/4"Rim Board t •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Dad Flow Uve LDadS Location(Side) Spadng (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 15'7" 12" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes _ 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASiM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 1 amiller@dci-engineers.com_ — Page e 6 of 28 Fl F 0 R T E MEMBER REPORT Building A-First Floor,Joist 4 NS PASSED 2 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 12" OC Page WG-10 of 53 Overall Length:21'1" o 0 I 20'6" a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(sitar) System:Floor Member Reaction(Ibs) 710 @ 2 1/2" 2869(2.25") Passed(25%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 645 @ 1'3/4" 3330 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3630 @ 10'6 1/2" 4059 Passed(89%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.519 @ 10'6 1/2" 0.517 Passed Q478) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.882 @ 10'6 1/2" 1.033 Passed(1-/281) — 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A — • Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'11/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%Increase In the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. Bearing Loada to Support(Ibs) Supports Total Available Required Dead floor Total Accessories live Stud wall-SPF 3.50" 2.25" 1.50" 295 422 717 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1.50" 295 422 717 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Flow Uve Loads Location(side) Spacing (0.90) (1.00) Comment i 1-Uniform(PSF) 0 to 21'1" 12" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6,5.1.1 LDCI Engineers All BuildingFor Permit Calc Print.4te miller@dci_engineers.com PEIgE!7 Of 28 %l F 0 R T E MEMBER REPORT Building A-First Floor,Joist 5 NS PASSED 2 piece(s) 2 x 10 Douglas Fir-Larch No. 2 (,M 12" OC Page WG-11 of 53 Overall Length: 19'7" 0 0 19, a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Revert LDF I Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 659 @ 2 1/2" 2869(2.25") Passed(23%) — 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 594 @ 1'3/4" 3330 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3123 @ 9'9 1/2" 4059 Passed(77%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.384 @ 9'9 1/2" 0.479 Passed(L/599) 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.652 @ 9'9 1/2" 0.958 Passed(L/353) 1.0 D+1.0 L(All Spans) TJ-Pro•"Rating N/A N/A — •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'10 15/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NOS. •No composite action between deck and joist was considered In analysis. eaarin0 Loadato Supports(Ibis) Supports Total Avallsbla Ra Wlred Dead firer Tool AooeNorlaa 1-Stud wall-SPF 3.50" 2.25" 1.50" 274 392 666 1 1/4"Rim Board 12-Stud wall-SPF 3.50" 2.25" 1.50" 274 392 666 1 1/4"Rim Board I •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Dead Moor Live Loads Location(side) spadn0 (0.90) (1.00) cemmerds 1-Uniform(PSF) 0 to 19'7" 12" 28.0 40.0 Areas Residential-Living Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM — —Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 ' DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com _—`^ Page e 8 of 28 it F 0 R T E MEMBER REPORT Building B, Glulam 2 Page WG-12 Of 53 SSED 1 piece(s) 5 1/8rr x 10 1/2 a 24F-V8 DF Glulam 9 Overall Length: 13'10" 0 0 I 13'3" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results _ _ Actual 0 Location Allowed Result LDF I(Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3598 @ 2" 4901(2.25") Passed(73%) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 3036 @ 1'2" 10933 Passed(28%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 12030 @ 6'9 3/4" 21660 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.270 @ 6'11" 0.338 Passed(L/599) 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.443 @ 6'11" 1 0.675 Passed(L/365) — 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'611. •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based an Nos. - searing Loads to Supports(lbs) Supports Total Available Required head Snow Total Accessories i 1-Stud wall-SPF 3.50" 2.25" 1.65" 1425 2226 3651 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.65" 1425 2226 3651 I 1 1/4"Rim Board 1im Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Trik" Dead snow L.oadS Location(Side) Mlldth (0.90) (1.15) comments 0-Self Weight(PLF) 1 1/4"to 13'8 3/4" N/A 13.1 1-Uniform(PSF) 0 to 13'10"(Front) 12'10 1/2" 15.0 25.0 Residential-Living Areas Member Notes - ---- Glulam-3rd/roof /� —Weyerhaeuser Notes (I�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator I -orte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print4te (206)332-1900 amiller@dci-engineers.com Page 9 of 28 ,wi-al F O R T E MEMBER REPORT Building B,Glulam 3 PASSED i piece(s) 5 1/8" x 12" 24F-V8 DF Glulam Page WG-13 of 53 Overall Length: 15'8" o -- 15'1" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4688 @ 2" 4901(2.25") Passed(96%) -- 1.0 D+1.0 S(AP Spans) Member Type:Flush Beam Shear(Ibs) 3968 @ V 3 1/2" 12495 Passed(32%) 1.15 1.0 D+1.0 S(AII Spans) Building Use:Residential Pos Moment(Ft-Ibs) 17826 @ 7'8 3/4" 28290 Passed(63%) 1.15 1.0 D+1.0 S(AII Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.346 @ 7'10" 0.383 Passed(L/532) •- 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.568 @ 7'SO" 0.767 Passed(L/324) 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 15'5 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=15'4". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDs. Dearing Loads to Support aw) sY Total Available Re lulred Dead Snow J TOW Aoossaada 1-Stud wall-SPF 3.50" 2.25" 2.15" 1853 2896 4749 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 2.15" 1853 2896 4749 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Snow LOadi Location(Slide) YYldO (0.l0) (1.1S) lomma 0-Self Weight(PLF) 1 1/4"to 15'6 3/4" N/A 14.9 1-Uniform(PSF) 0 to 15'8"(Front) 14'9 1/2" 15.0 25.0 Residential-Living Areas Member Notes Glulam-3rd/roof Weywhaeuser Motes f w SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-13B7 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://..vv.dbywy.-m/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron MillerForte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc PrintAte (206)332-1900 amiller@dci-engincers.com Page 10 of 28 :;�I F O R T E MEMBER REPORT Building B, Glulam 4 PASSED 1 plece(s) 5 1/8" x 12" 24F-VS DF Glulam Page WG-14 of 53 Overall Length: 14' 0 0 I 13'1" �2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Desi n Results Actual @ Location Allowed Result LDF I Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 5827 @ 4" 9257(4.25") Passed(630/a) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4682 @ 1'5 1/2" 12495 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 18777 @ 6'10 3/4" 28290 Passed(66%) 1.15 1.0 D+1.0 S(All Spans) Building code:IBC 2009 Live Load Defl.(in) 0.278 @ 7' 0.333 Passed(L/576) — 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.452 @ 7' 0.667 Passed(L/354) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13,411. •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS. —- — bearing Loads to Supports(Ibs) —— Supports Total I Avallable Required Dead Snow Total Aeeessorlas 1-Stud wall-SPF 5.50" 4.25" 2.68" 2282 3631 5913 1 1/4"Rim Board 7-Stud wall-SPF 5.50" 4.25" 2.68" 2282 3631 5913 1 1/4"Rim Board )iar Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Snow Loads Location(Side) , width (0.90) (1.15) comments 0-Self Weight(PLF) 1 1/4"to 13'10 N/A 14.9 —� 314" 1-Uniform(PSF) 0 to 14'(Front) 20'9" 15.0 25.0 Residential-Living Areas Member Notes Glulam-3rd/roof Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www,woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports E.SR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hUp://www.woodbywy.com/services/s_CodeReports.aspx. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator t _ -orte Software operator Jab Not" 6/14/2016 9:25:56 AM I Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc PrintAte (206)332-1900 amiller@dci-engineers.com rT Page 11 of 28 MEMBER REPORT Building B, Beam on posts(stairs) PASSED /I F O R T E 1 piece(s) 6 x 12 Douglas Fir-larch No. 2 Page WG-15 of 53 Overall Length:11'7" 0 0 11' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual m Location Allowed Result LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 2309 @ 2" 5259(2.25") Passed(44%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1844 @ 1'3" 8244 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Resldentlal Moment(Ft-Ibs) 6423 @ 5'9 1/2" 10166 Passed(63%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.097 @ 5'9 1/2" 0.281 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.161 @ 5'9 1/2"_ 0.563 Passed(L/836) - 1.0 D+1.0 S(AII Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on Nos. - — aeadng - Lords to Supports(08) - supports Total Avallable R&Wlmd Dead Snow Total Aamo miss 1-Stud wall-SPF 3.50" 2.25" 1.50" 938 1412 2350 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 938 1412 2350 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. TdbuWm Dead Snow Loads LOOMM(Side) YYidth (0.90) (3. Co rMs 0-Self Weight(PLF) 1 1/4"to 11'5 3/4" N/A 16.0 Residential-Living 1-Uniform(PSF) 0 to 11'7"(Front) 9'9" 15.0 25.0 Areas Member Notes Beam on posts-3rd/roof Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclalms any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.corn)Accessories(Rim Board,Docking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM — Forte v5.1, Design Engine:V6.5 1.1 Aaron Miller I DCI Engineers All Building—For Permit Calc Print.4te i (206)332-1900 � ----- ----Y-_`----�"- - -- amiller@dci-engineers.com Page 12 of 28 2 F 0 R T E MEMBER REPORT Building B,Beam-balcony PASSED 1 piece(s) 4 x 12 Southern Pine No. 2 Page WG-16 of 53 Overall Length: 13'5" — o - 1 - 12'10' a o All locations are measured from the outside face of left support(or left cantilever end),AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location All Rewlt LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1337 @ 2" 3347(2.25") Passed(40%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1109 @ V 2 3/4" 4594 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4332 @ 6'8 1/2" 5076 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.159 @ 6'8 112" 0.327 Passed(L/989) 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.230 @ 6'8 1/2" 0.654 Passed(L/684) - 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'2 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. OeaAnp loads to Support(lbs) --� Supports Total Available Required Dead Floor Total Aooeaaorlea i 1-Stud wall-SPF 3.50" 2.25" 1.50" 418 939 1357 1 114'Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 418 939 1357 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor We Loads Location(side) Width (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 13'3 3/4" N/A 10.0 1-Uniform(PSF) 0 to 13'S"(Front) 3'6" 15.0 40.0 Residential-Living Areas Member Notes Beam on posts for balcony-3rd/roof Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CDdeReports.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Corte Software Operator Job Notes 6/14/2016 9:25:56 AM jAaron Miller Forte v5.1, Design Engine:V6.5.1.1 t DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 I amiller@dci-engineers.com Rage 13 of 28 %I F O R T E MEMBER REPORT Building B,Balconybeam2 Page WG-17 Of 53 SSED 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Overall Length:7'7" o o 7' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @Location Allowed Result LDF load tombf nation(Fattsm) System:Floor Member Reaction(Ibs) 1558 @ 2" 3347(2.25") Passed(47%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1083 @ 1'2 314" 4725 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2776 @ 3'9 1/2" 6091 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.028 @ 3'9 1/2" 0.181 Passed L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.040 @ 3'9 1/2" 0.363 Passed(L1999+) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability •Applicable calculations are based on NDS. sold" loads to Supports(ON) su)pp0lts Total A.M.M. R."Irw Dad line TOW Awassodes 1-Stud wall-SPF 3.50" 2.25" 1.50" 463 1138 1601 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 463 r 1138 1601 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Loads toouon(awe) wldtn (odlo) (2.00) commonlx 0-Self Weight(PLF) 1 1/4"to T 5 3/4" N/A 10.0 1-Uniform(PSF) 0 to 7'7"(Front) 7 Residential-Living 6" 15.0 40.0 Areas Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the slzing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woDdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1111 and ESR-1111 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woGdbywy.com/servlces/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5 1, Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 14 of 28 d F O R T E MEMBER REPORT Building B,Short Glulam Page WG-18 Of 53 SSED a 1 plece(s) S 1/8"x 10 1/2" 24F-V8 DF Glulam 9 Overall Length:4'9" o a I r 4'2" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location _ Res Allowed ult LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2755 @ 2" 4901(2.25") Passed(56%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1466 @ 1'2" 10933 Passed(13%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 2958 @ 2'3 1/4" 21660 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.007 @ 2'4 1/2" 0.110 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl. in 0.012 @ 2'4 1/2" 0.221 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'6 1/2"o/c unless detalled otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=4'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on Nos. - Searing Load$to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 1098 1781 2879 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 1098 1781 2879 -1 1/4'Rim Board Urn Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Snow Loads Location(Side) Mfidth (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 4'7 3/4" N/A 13.1 1-Uniform(PSF) 0 to 4'9"(Front) 30' 15.0 25.0 Residential-Living Areas Member Notes --- -- Glulam-3rd/roof-Model A Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Block ng Panels and Squash Biocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professlonal as determined by the authority having jurisdiction,The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to htW://www.woodbywy-com/services/s_GodeReports.aspx, The product application,input design loads,dimensions and support information have been provided by Forte Software Operator orte Software Operator ,lob Notes 6/14/2016 9:25:56 AM Aaron Miller — Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers (20s)s3z-t9oo All Building—For Permit Calc Print.4te (zo amlller@dti-engdneers.com Page 15 Of 28 F R T E MEMBER REPORT Building B,Section B-5 to B-4 Bm 1 Page WG-19 Of 53 SSED 1 plece(s) 5 1/4" x 9 1/4" 2.0E Parallam® PSL Overall Length:9'7" 0 0 9' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Dwi n Results Actual O Location Allowed Result LOF Load:Combination(Ihtt arn) System:Floor Member Reaction(Ibs) 3617 @ 2" 5020(2.25") Passed(72%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2878 @ 1'3/4" 9389 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 8253 @ 4'9 1/2" 18623 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC 2009 Live Load Defl.(in) 0.117 @ 4'9 1/2" 0.231 Passed(L/948) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.203 @ 4'9 1/2" 0.463 Passed(L/546) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Beetling I Loads to SupWo(go) SUPPOW Tew Available j Requbad Dead LMer Total Accaworles 1-Stud wall-SPF 3.50" 2.25" 1.62" 1564 1 2132 1 3696 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.62" 1564 2132 3696 1 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live LOads London(Silde) VAdIth (090) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 9'5 3/4" N/A 15.2 1-Uniform(PSF) 0 to 9'7"(Front) 11-1 1/2" 28.0 40.0 Residential-Living Areas Weywhaeusw Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woGdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC FS under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CDdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1,Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc Print.4te (206)332 1900 amieer@dd engtneers.tbttl Page 16 of 28 i it F 0 R T E MEMBER REPORT Building B,Section B-5 to B-4 Bm 2 PASSED 1 plece(s) 3 1/2" x 9 1/4" 2.0E Parallam® PSL Page WG-20 of 53 Overall Length:7'7" o -- o I 7' �2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results_ Actual b Location Allowed - Result LDF Load:combination(Pattern) System Floor Member Reaction(Ibs) 2827 @ 2" 3347(2.25") Passed(84%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2092 @ 1'3/4" 6259 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 5037 @ 3'9 1/2" 12416 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.070 @ 3'9 1/2" 0.181 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl. in 0.121 @ 3'9 1/2" _ 0.363 Passed(L/718) — 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4 1/2"o/c unless detailed otherwise.Proper attachment and posrdoning of lateral bracing is required to achieve member stability. bearing Leads to SuPPor(f(Rra) Supports Total Awllable I Raqulred Dead giver T 1 Acoapories 1-Stud wall-SPF 3.50" 2.25" 1.90" 1218 16B7 2905 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.90" 1218 1687 2905 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live .)ads Location(side) Width (0.90) (1.00) Comments 0-Self Weight(PLC 1 1/4"to 7'5 3/4" N/A 10.1 1-Uniform(PSF) 0 to 7'7"(Front) 11-1 1/2" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes ! SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation detalls. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeRepods.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator one Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller � Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers (206)332�1900 9_ All Buildin For Permit Calc Print.41e (20 ambler@dci-engineers.com Page 17 of 28 .TO O R T E MEMBER REPORT Building B,Section B-2 to B-1 Bm 2 PASSED 1 piece(s) 3 1/2" x 9 1/4" 1.3E TimberStrand® LSL Page WG-21 of 53 Overall Length:6'7" 0 0 6' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Aetusi O Loeatlan Allowed Result LDF Load:Combinatlon(Pattern) v System:Floor Member Reaction(Ibs) 1385 @ 2" 3347(2.25") Passed(41%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 968 @ 1'3/4" 9173 Passed(11%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2121 @ T 3 1/2" 7242 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.035 @ T 3 112" 0.156 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.061 @ 3'3 1/2" 0.313 Passed(L/999_+) - 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1-/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'4 1/2"o/c unless detailed otherwise,Proper attachment and positioning of lateral bracing is required to achieve member stability. nomfng Loads to Supports(Ibs) supports Total Available Required Dead tin mar Totaf AooeYorlaa 1-Stud wall-SPF 3.50" 2.25" 1.50" 606 823 1429 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 606 823 1429 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead FloartNe Loads Loatlon(Side) Width (0.90) (1.00) Comments 0-Self Weight(Pi 1 1/4"to 6'5 3/4" N/A 9.4 1-Uniform(PSF) 0 to 6'7"(Front) 6'3" 28.0 40.0 Residential-LivingAreas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Jab Notes 6/1 4/201 6 9:25:56 AM Forte v5 1, Design Engine:V6 5.1.1 Aaron Miller DCI Engineers All Building__For Permit Calc Print 4te (206)332 1900 amioer@dci-engineers.com Page 18 of 28 ' J F O R T E MEMBER REPORT Amenities Bldg, Small bm PASSED 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Page WG-22 of 53 Overall Length:T 9" 0 o I 7'2• 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual a Location Allowed Result LDF I Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2954 @ 2" 3347(2.25") Passed(86%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2073 @ 1'2 3/4" 4725 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 53B7 @ 3'10 1/2" 6091 Passed(88%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.047 @ 3'10 1/2" 0.185 Passed(L/999+) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.080 @ 3'10 1/2" 0.371 Passed(L/999+) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/460)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 7'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Loads to Supports(lbs)supports Total Avallable Required Dead Diver TOM Accessorlm 1-Stud wall-SPF 3.50" 2.25" 1.99" 1272 1763 3035 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1 1.99" 1272 1763 3035 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live I L.Oads Location(Side) Width (0,90) (1.00) commeirb 0-Self Weight(PLF) 1 1/4"to 77 3/4" N/A 10.0 1-Uniform(PSF) 0 to T 9"(Front) 11'4 1/2" 28.0 40.0 Residential-Living Areas /� Weyerhaeuser.Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software,Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5-1, Design Engine:V6.5.1.1 DCI Engineers All Building(206)332-1900 ,For Permit Calc Print.4te �amiller@dci-engineers.com -- — ,A --- Page 19 of 28 %I F O R T E i MEMBER REPORT Amenities Bldg,Long bm PASSED 1 piece(s) 5 1/8" x 12" 24F-V8 DF Glulam Page WG-23 of 53 Overall Length: 13'11" o 0 13' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Rmit LOF Load:Combination(P.—d r) System:Floor Member Reaction(Ibs) 6977 @ 4" 9257(4.25") Passed(75%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 5599 @ V 5 1/2" 10865 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 22339 @ 6'10 1/4" 24600 Passed(91%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.308 @ 6'11 1/2" 0.331 Passed(L/516) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.531 @ 6'11 1/2" 0.663 Passed(1-1299) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 13'8 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'3". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on Nos. owns Loads to supports(ibis) -- Supports Tots) Available Refulred Dead Mr Total Ac Wiso . 1-Stud wall-SPF 5.50" 4.25" 3.20" 2976 4105 7081 1 1/4"Rim Board 2-Stud wall-SPF L 5.50" 4.25" 3.20" 2976 4105 7081 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead FloorLlve Loads Loudon(side) YVhldu (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 13'9 3/4" N/A 14.9 1-Uniform(PSF) 0 to 13'11"(Front) 14'9" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes f} SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywV.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESP-1153 and ESR-1387 and/cur tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servlces/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5 1, Design Engine:V6 5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers com Page 20 of 28 II F O R T E MEMBER REPORT Amenities Bldg, Bm bearing roof PASSED 1 plece(s) 3 1/2" x 11 7/8" 24F-V4 DF Glulam Page WG-24 of 53 Overall Length: 17'3" o — o I I 16'3" I� 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Resuft LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 3750 @ 4 1/2" 7066(4.75") Passed(53%) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 3140 @ 1'5 7/8" 8444 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 14977 @ 8'6 1/4" 18920 Passed(79%) 1.15 1.0 D+1.0 S(AII Spans) Building code:IBC 2009 Live Load Defl.(in) 0.190 @ 8'7 1/2" 0.412 Passed(L/999+) -- 1.0 D+1.0 S(Al Spans) Design Methodology:ASD Total Load Defl. in 0.835 @ 8'7 1/2" 0.825 Passed(L/237) - 1.0 D+1.0 S(All Spans) •Deflection criteria:ILL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 17'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=16'6". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. asaring Loads to supports(Ibs) — —' Supports Total J Avallstille7 Raqulnd Dead Snow Total Accessodes 1-Stud wall-SPF 6.00" 4.75" 2.52" 2932 862 3794 1 1/4"Rim Board Stud wall-SPF 6.00" 1 4.75.' 1 2.52" 2932 662 3794 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. TrIbutarif Dead Snow Loads Location(Side) Width (0.90) (1.13) comments 0-Self Weight(PLF) 1 1/4"to IT 1 3/4" N/A 10.1 1-Uniform(PLF) 0 to 17'3"(Front) N/A 270.0 Residential-Living Areas 2-Uniform(PLF) 0 to 17'3"(Front) N/A 60.0 100.0 WeyeflaeUser Notes _ 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC FS under technical reports ESR-11S3 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to htip://www.woodbywy.com/services/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Torte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller - -- — Forte v5 1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 21 of 28 MEMBER REPORT Amenities Bldg,Bm at edge of Patio PASSED .I F Q R T E 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Page WG-25 of 53 Overall Length: 12'10" o ° 12'3" All locations are measured from the outside face of left support(or left cantilever end),AII dimensions are horizontal.;Drawing is Conceptual Dasi n Results Actual O Location Motared Rmk Lff I Loedt Combinetlon(Pattern) System:Floor Member Reaction(Ibs) 1191 @ 2" 3347(2.25") Passed(360%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 979 @ 1'2 3/4" 4725 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3686 @ 6'5" 6091 Passed(61%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC 2009 Live Load Defl.(in) 0.107 @ 6'5" 0.313 Passed L,/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Deft.(in) 0.156 @ 6'5" 0.625 Passed LJ961 — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1_/4B0)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. anfing Loadam5vWxPo"file) — — Suppol'tS Total Available Required Dead Floor Total Aooamoda 1-Stud wall-SPF 3.50" 2.25" 1.50" 376 834 1210 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 376 834 1210 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. r Tributary Detd Floor L ve loads Location(side) VAdth (o.go) (Los) comments 0-Self Weight(PLF) 1 1/4"to 12'8 3/4" N/A 10.0 1-Uniform(PSF) 0 to 12'10"(Front) 3'3" 15.0 40.0 Residential-LivingAreas Weyefftaeuser Notm 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined try the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woGdbywy.com/services/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Forte v5.1, Design Engine:V6.5.1.1 Aaron Miller DCI Engineers All Building_For Permit Calc Print.4te (206)332.1900 amiller@dci-engineers,com Page 22 Of 28 F 0 R T MEMBER REPORT Amenities Bldg,Bm at bw patio and bldg PASSED 1 plece(s) 5 1/8" x 10 1/2" 24F-V4 DF Glulam Page WG-26 of 53 Overall Length: 10'9" 0 0 - I I 10'2" All locations are measured from the outside face of left support(or left cantilever end),AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Result LDF Load,Combination(Pattern) System:Floor Member Reaction(Ibs) 4237 @ 2" 4901(2.25") Passed(86%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3383 @ V 2" 9507 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 10903 @ 5'3 1/4" 18834 Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.146 @ 5'4 1/2" 0.260 Passed(1./857) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.239 @ 5'4 1/2" 0.521 Passed(L/522) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(1-/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6 1/2"o/c unless detailed otherwise Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. - searing Loads to Supports(Ibs) uppDrLS Tool Avallable Required Dead floor Total Accessories LIVE Stud wall-SPF 3.50" 2.25" 1.95" 1685 2634 1 4319 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1 1.95" 1685 2634 1 4319 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Llve Loads Location(side) I Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 10'7 3/4" N/A 13.1 1-Uniform(PSF) 0 to 1019"(Front) 3'3" 15.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 10'9"(Front) 9' 28.0 40.0 J /�� Weyerhaeuser Notes T (Ij)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Y� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-13B7 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CDdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorte Software operator __ _ dote Notes 6/1 4/201 6 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building.For Permit Calc Print.4te (206)332-190D I amiller@dci-engineers.com Page 23 Of 28 :I F 0 R T E MEMBER REPORT Amenities Bldg,Short bm at edge of patio Page WG-27 Of 53 PASSED 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Overall Length:10'9" 0 — 0 10'2" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Dmign Results Actual 0 Location Allowed Result LDF Load:Combination(CattOM) System:Floor Member Reaction(Ibs) 439 @ 2" 3347(2.25") Passed(13%) - 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 345 @ 1'2 3/4" 4725 Passed(7%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(R-Ibs) 1130 @ T 4 1/2" 6091 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.021 @ 5'4 1/2" 0.260 Passed L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.033 @ 5'4 1/2" 1 0.521 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1-/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Dearing - Loads to Support(tM) sworm Total Aw11aWe 8equired Dead tivar Total Am awrlim 1-Stud wall-SPF 3.50" 2.25" 1.50" 160 287 447 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 160 287 447 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Uve j LoadS location(Side) Width MAO) (1.00) Comment 0-Self Weight(PLC 1 1/4"to 10'7 3/4" N/A 10.0 1-Uniform(PSF) 0 to 10'9"(Front) 1'4" 15.0 40.0 Residential-Living Areas Weyerhaeuser Notes t} SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.wGodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Forte v5.1, Design Engine:V6.5.1.1 Aaron Miller DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 24 Of 28 �I F O R T E MEMBER REPORT Amenities Bldg,Long bm(edge of patio) PASSED 1 piece(s) 5 1/211 x 11 7/8" 24F-V4 DF Glulam Page WG-28 of 53 Overall Length:23'1" 0 0 22'6" 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Loudon Allowed Result LDF toad:Combination(Pa.wm) System:Floor Member Reaction(Ibs) 2226 @ 2" 5259(2.25") Passed(42%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1997 @ 1'3 3/8" 11539 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 12591 @ 11'S 1/4" 25493 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.567 @ 11'6 1/2" 0.569 Passed(L/481) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.849 @ IV 6 1/2" 1 1.138 Passed(L/322) 1.0 D+1.0 L(All Spans) •Deflection criteria:ILL(L/480)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 22'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 0.99 that was calculated using length L=22'9". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The speclfled glulam Is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. — — eeaMr►y Loads to Supports(Ibs)Supports Total Available Required Dead Lhror Total Accessodes Stud wall-SPF 3.50" 2.25" 1.50" 744 1500 2244 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1.50" 744 1500 2244 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead I Floor Live l Loads Location(Side) 1Mdth (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to" 11 3/4 N/A 15.9 1-Uniform(PSF) 0 to 23'1"(Front) 3'3" 15.0 40. Residential-Living 0 _ Areas Member Notes Edge of community room Weyerhaeuser Notes A _ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 25 of 28 MEMBER REPORT Amenities Bldg,Bm at bw patio and bldg 2 PASSED I� FORTE 1 piece(s)4 x 12 Douglas Fir-Larch No. 2 Page WG-29 of 53 Overall Length:10'9" 0 0 10'2" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Result's Actual O location (Wowed Result LDF Load:combination(Pattern) System:Floor Member Reaction(Ibs) 1473 @ 2" 3347(2.25") Passed(44%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1158 @ 1'2 3/4" 4725 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3789 @ 5'4 1/2" 6091 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.073 @ 5'4 1/2" 0.260 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.111 @ T 4 1/2" 0.521 1 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 10'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Need" Loads to Suppa ft Ibs) suwm Total Avellatale RegWrad Dad lour Total Aooassoe. 1-Stud wall-SPF 3.50" 2.25" 1.50" 515 985 1500 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 515 985 150D 1 1/4"Rim Board -Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live LAO& Location(Side) Wldth (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 10'7 3/4" N/A 10.0 Res1-Uniform(PSF) 0 to 10'9"(Front) 3'3" 15.0 40.0 Areas nnai-riving Areas 2-Uniform(PSF) 0 to 10'9"(Front) 1'4" 28.0 40.0 Member Notes - - -- — - -—— Next to Community Room weyed meuser 11111110tu l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_OdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5 1,Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dci-engineerS.Com Page 26 Of 28 II F O R T E MEMBER REPORT Amenities Bldg,Bm holding sawtooth roof PASSED 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Page WG-30 of 53 Overall Length:7'7" 0 — 0 I 7' 0 �2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1309 @ 2" 3347(2.25") Passed(39%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 910 @ V 2 3/4" 5434 Passed(17%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2332 @ 3'9 1/2" 7004 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.020 @ T 9 1/2" 0.181 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.033 @ T 9 1/2" 0.363 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at T 4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS. Loads to Supports(Ibs) Supports Total Avallable Required Dead Snow Total Aaoasair" 1-Stud wall-SPF 3.50" 2.25" 1.50" 527 818 1345 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 527 818 1345 1 1/4"Rim Board •Rlm Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Snow toads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 75 3/4" N/A 10.0 1-Uniform(PSF) 0 to 7'7"(Front) 8'7 1/2" 15.0 25.0 Residential-Living Areas Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly discialms any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.wDodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbM.com/servicWs_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM I Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Buildin For Permit Calc Print.4te (206)332-1900 9- amiller@dci-engineers.com Page 27 Of 28 MEMBER REPORT Amenities Bldg,Bm holding sawfooth roof(mid) PASSED �I F O R T E ' i piece(s)4 x 12 Douglas Fir-larch No. 2 Page WG-31 of 53 Overall Length:8'1" o 0 7'6" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Dmi n Results Actual•Location Allowed Result LDF Load:Combination(Pact nr) System:Floor Member Reaction(Ibs) 2343 @ 2" _ 3347(2.25") Passed(70%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1673 @ 1'2 3/4" 5434 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 4467 @ 4'1/2" 7004 Passed(64%) 1.15 1.0 D+1.0 S(AA Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.045 @ 4'1/2" 0.194 Passed(L/999+) - 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.073 @ 4'1/2" 0.387 Passed(L/999+) 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(tap and bottom)must be braced at 7'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability •Applicable calculations are based on NDS. - - lesdny —— Loads to supports(go) -- Supports Tool Avallable RequUed Dead snow TONI Aeoessodes 1-Stud wall-SPF 3.50" 2.25" 1.57" 926 1478 2404 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.57" 926 1478 2404 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. TrIbutary Dead snow Loads Location(side) width (0.90) (1.15) conrmeftts 0-Self Weight(PLF) 1 1/4"to 7'11 3/4" N/A 10.0 1-Uniform(PSF) 0 to 8'1"(Front) 14'7 1/2" 15.0 25.0 R e Sential-Living Wepllitaeuser Notes �`SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclalms any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Forte v5.1, Design Engine:V6-5.1.1 Aaron Miller DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 28 of 28 1:91FO R T E 30B SUMMARY REPORT Building A Update_6-14-16 without Amenities and Skylight.41pea9e WG-32 of 53 01:Building A-2nd Roorfreming plan -- -- --- - - - -- McnmberName Resuft Current Solution Commenb x 10 typ at deck Passed 1 Plece(s)6 x 10 Douglas Fir-Larch No.2 .btw A4 and A5 Passed 1 Plece(s)5 1/4"x 9 1/4"2.0E Parallam®PSL 6L btw A6 and A7 Passed 1 Plece(s)5 1/4"x 9 1/4"2.0E Parallam®PSL 6x10 btw A6 and A7 Passed 1 Plece(s)6 x 10 Douglas Fir-Larch No.2 small 6x10 btw A6 and A7 Passed 1 Plece(s)6 x 10 Douglas Fir-Larch No.2 Copy of small 6x10 btw A6 and A7 Passed 1 Piece(s)6 x 10 Douglas Fir-Larch No.2 Bm:stairs Passed 1 Piece(s)6 3/4"x 12"24F-V4 DF Glulam Bm btw A2 and A3 Passed 1 Piece(s)5 1/8"x 12"24F-V4 DF Glulam Horiz Bm btw A2 and A3 Passed 1 Piece(s)5 1/4"x 9 1/4"2.0E Parallam®PSL Bm btw A2 and A3 Passed 1 Piece(s)7"x 9 1/4"2.0E Parallam®PSL orte Software Operator Job Notes 6J14/2016 9:11:23 AM Aar Ae on Mmar Forte v5.1,Design Engine:V6.5.1.1 DCI Engineers Building A Update_6-14-16 without Amenities and (206)332-1900 Iamiller@dci-engineers corn I Skylight.4te - — Page 1 of 11 MEMBER REPORT Building A-2nd Floor framing plan,6 x 10 typ at deck PASSED ' F O R T E 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Page WG-33 of 53 Overall Length: 13'7" 0 0 13' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O location All Result LDF Load:Combination(Pattern) — System:Floor _Member Reaction(Ibs) 1493 @ 2" 5259(2.25") Passed(28%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1274 @ 1'1" 5922 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment Ft-Ibs) 4899 @ 6'9 1/2" 6032 Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.190 @ 6'9 1/2" 0.331 Passed(L/837) 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.303 @ 6'9 1/2" 0.663 Passed(L/525) 1.0_D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDs. - sealing Loads to Supports No) Supports Total Available Required Dead Fl0er Total Acoaasoriaa 1-Stud wall-SPF 3.50" 2.25" 1.50" 564 951 1515 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 564 951 1515 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. TrIbLAsry Dead Floor Uve L cads Location(Side) tNldth (0.1i10) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to IT 5 3/4" N/A 13.2 1-Uniform(PSF) 0 to 13'7"(Front) 3'6" 20.0 40.0 Residential-Living Areas Weyerhaeuser Notes �`SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software Operator Job Notes 6/14/2016 9:11:23 AM Forte v5.1,Design Engine:V6.5.1.1 j Aaron Miller DCI Engineers Building A Update_-6-14-16 without Amenities and (206)332-1900 Skylight 4te amiller@dci-engineers.com Page 2 of 11 F 0 R T E MEMBER REPORT Building A-2nd Floor framing plan, PSL btw A4 and A5 PASSED 1 piell 5 1/4"x 9 1/4" 2.0E Parallam® PSL Page WG-34 of 53 Overall Length:8'9" o - o 8-2- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3622 @ 2" 5020(2.25") Passed(72%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2810 @ V 3/4" 9389 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 7511 @ 4'4 1/2" 18623 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC 2015 Live Load Defl.(in) 0.090 @ 4'4 1/2" 0.210 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 1 0.156 @ 4'4 1/2" 0.421 Passed(U647) I — 1.0 D+1.0 L(All Spans) • Deflection criteria:ILL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'6 1/2"o/c unless detalled otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Loads to Suppo►s(Ibs) Supports total Available Required Dead I Floor Total AeeessoAes Uve 1-Stud wall-SPF 3.50" 2.25" 1.62" 1565 2144 3709 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.62" 1565 2144 3709 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live bads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 8'7 3/4" N/A 15.2 1-Uniform(PSF) 0 to 8'9"(Front) 12'3" 28.0 40.0 Residential-Living Areas //�� Weyer erhaeuser Notes (2�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. �1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of Oils software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to [assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servtces/s_CDdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers .-orte Software Operator Job Notes 6/14/2016 9:1 1:23 AM Aaron Miner - Forte v5.1,Design Engine:V6.5.1.1 DCI Engineers Building A Update 6-14-16 without Amenities and (206)332-1900 aminer@dci-eroneefs.com Skylight 4te `— — — Page 3 of 11 MEMBER REPORT Building A-2nd Floor framing plan,PSL btw A6 and A PASSED 2 F O R T E 1 plece(s) 5 1/4" x 9 1/4" 2.0E Parallam® PSL Page WG-35 of 53 Overall Length: 11'7" 0 0 11' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual•Location Allowed Result LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 4565 @ 2" 5020(2.25") Passed(91%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3796 @ 1'3/4" 9389 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 12698 @ 5'9 1/2" 18623 Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBc 2015 Live Load Defl.(in) 0.258 @ 5'9 1/2" 0.281 Passed(L/522) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.448 @ 5'9 1/2" 0.563 Passed(U301) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'4 1/2"o/c unless detailed otherwise.Proper attachment and posltioning of lateral bracing is required to achieve member stability. rI laatln0 Loads to Supports QIIQ -- I Sunwrb Total Available Req-,-. Dead Froor Total Aeaessorlas 1-Stud wall-SPF 3.50" 2.25" 1 2.05" 1964 2683 4647 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1 2.05" 1964 26B3 4647 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being deslgned. 7rlbutary Dead Floor Live Loads Loratlon(Side) YWdth (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 11'5 3/4" N/A 15.2 1-Uniform(PSF) 0 to 11'7"(Front) 11'6 15116" 28.0 40.0 Residential-Living Areas Weya Meuser Notes lV SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Biocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to ht43://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software Operator Job Notes 6/14/2016 9:1 1:23 AM Forte v5.1,Design Engine:V6.5.1.1 Aaron Miller DCI Engineers Building A Update 6-14-16 without Amenities and (206)332-1900 Skylight.4te a m i l l e r@ d o i-e n g i n e e rs,c o m --- ----- — - - . _ .-. _ Page 4 of 11 MEMBER REPORT Building A-2nd Floor framing plan, 6x10 btw A6 and A7 PASSED �I F 0 R T E 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Page WG-36 of 53 Overall Length:6'1" + + 0 0 5'6' 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2220 @ 5'11" 5259(2.25") Passed(42%) -- 1.0 D+1.0 L(All Spans) Member Type:Rush Beam Shear(Ibs) 1436 @ 5' 5922 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2939 @ T 2 1/2" 6032 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.019 @ 3'15/16" 0.144 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl. in 0.034 @ 3'7/8" 0.287 Passed(L/999+) I -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at S'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NOS. Bearing - Loads to Supports(lbs) Suppolts Total Available Required Dead Uove Total Accemorlm 1-Stud wall-SPF 3.50" 2.25" 1.50" 762 1032 1794 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 971 1331 2302 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Lin Loads Location(Side) VAdth (0.90) (1.00) cornmerits 0-Self Weight(PLF) 1 1/4"to S'11 3/4" N/A 13.2 1-Uniform(PSF) 0 to 2 3 1/2` 67 1/2" 28.0 40.0 Resldentlal Living Front _ Areas 2-Uniform(PSF) 2'3 112"to 6'1" 11'6 15/16" 28.0 40.0 Front Weyerhaeuser Notes lV SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servlces/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers .orte Software Operator Job Notes 6/14/2016 9:11:23 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update 6-14-16 without Amenities and (206)332-1900 Sk li ht.4te amiller@dci-engineers.com y g — — -- --- -- - - - — — Page 5 of 11 F 0 R T E MEMBER REPORT Building A-2nd Floor framing plan,small 6x10 btw A6 and A7 PASSED �911 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Page WG-37 of 53 Overall Length:6'1" 0 o 5'6' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Dwign Results Actual D Location ANowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2311 @ 2" 5259(2.25") Passed(44%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1541 @ 1'1" 5922 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3251 @ 3'1/2" 6032 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Dell.(in) 0.022 @ 3'1/2" 0.144 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.038 @ 3'1/2" 0.287 Passed(L/999+) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 5'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Loads to Supports(Ibs) Supports Total Avaliable Roodred Dand Floor Total Aceessorles 1-Stud wall-SPF 3.50" 2.25" 1.50" 1008 1384 2392 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 1008 1384 2392 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location(Side) Width (0.00) (1.00) Cm.t. 0-Self Weight(PLF) 1 1/4"to S'11 3/4" N/A 13.2 1-Uniform(PSF) 0 to 6'1"(Front) 11-4 1/2" 28.0 40.0 Residential-Living Areas I WeyeMaeum NDtu f (ts)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software operator Job Notes 6/14/2016 9:11:23 AM Forte v5.1, Design Engine:V6.5.1.1 Aaron Miller DCI Engineers Building A Update_6-14-16 without Amenities and (206)332-1900 Skylight.4te amiller@dci-engineers.com '— --- --�...- - --------- —��.�.-_— Page 6 of 11 it F 0 R T E MEMBER REPORT Building A-2nd Floor framing plan, Copy of small 6x10 btw A and A7 PASSED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Page WG-38 of 53 Overall Length:7'10" 0 0 7'3' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LOF Load:combination(Pattern) System:Floor Member Reaction(Ibs) 2222 @ 2" 5259(2.25") Passed(42%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1651 @ 1'1" 5922 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4097 @ 3'11" 6032 Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.047 @ 3'11" 0.188 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl. in 0.081 @ 3'11" 0.375 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/460)and TL(L/240). •Bracing(Lu):Ail compression edges(top and bottom)must be braced at 7'7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Load,t,Supports(Ibs) -- —, Supports Total Available Required Dead �e Totsl Acca"orlm 1-Stud wall-SPF 3.50" 2.25" 1.50" 969 1312 2281 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 969 1312 2281 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributsry Dead Floor Uve Loads Location(Side) 11111dth (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 718 3/4" N/A 13.2 1-Uniform(PSF) 0 to 7'10"(Front) 8'4 1/2" 28.0 40.0 Residential-Living Areas //�� Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_r-odeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers I orte Software operator Job Notes 6/14/2016 9:11:23 AM Aaron Miller � Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update 6-14-16 without Amenities and (206)332-1900 Sk li ht.4te amiller@dci-engineers.com y 9 - - - - - -- — Page 7of11 II MEMBER REPORT Building A-2nd Floor framing plan, Bm:stairs PASSED F O R T E i piece(s) 6 3/4" x 12" 24F-V4 DF Glulam Page WG-39 of 53 Overall Length: 12'10" 0 0 I 12'3" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual nn Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6321 @ 2" 6455(2.25") Passed(98%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 5132 @ 1'3 1/2" 14310 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 19558 @ 6'3 3/4" 32400 Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.229 @ V 5" 0.313 Passed U656 - 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.314 @ 6'5" 0.625 Passed(U477) 1.0 D+1.0 L(All Spans) •Deflection criteria:ILL(L/480)and TL(L/240). •Bracing(Lu):Ali compression edges(top and bottom)must be braced at 12'7 1/2"o/c unless detailed otherwise-Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'6". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam Is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. -- - Bowling --Loads to supports(lbs) - --- - Supports Total Available Re*&W Dead 11,100r Total Accessories 1-Stud wall-SPF 3.50" 2.25" 2.20" 1750 4673 1 6423 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 2.20" 1750 4673 6423 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Uve Loads Location(Side) Width (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 12'8 3/4" N/A 19.7 1-Uniform(PSF) 0 to 12'10"(Front) 1'4" 28.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 12'10"(Front) 6'9" 32.0 100.0 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software Operator Job Notes 6/1 4/201 6 9:11:23 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update_6-14-16 without Amenities and (206)332-1900 Skylight.4te 1 amiller@dci-engineers.com - --- Page 8 of 11 MEMBER REPORT Building A-2nd Floor framing plan, Bm btw A2 and A3 PASSED �] F O R T E 1 piece(s) 5 1/8" x 12" 24F-V4 DF Glulam Page WG-40 of 53 Overall Length: 15'8" 0 0 I I � F 14'9" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6506 @ 4" 9257(4.25") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 5366 @ 1'S 1/2" 10865 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 23674 @ 7 B 3/4" 24600 Passed(96%) 1.00 T 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.254 @ 7'10" 0.375 Passed(L/708) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl. in 0.722 @ 7'10" 1 0.750 Passed(1-1249) - 1.0 D+1.0 L(AII Spans) •Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 15'5 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=15'. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS- Boadrig Loads to Supports(I ) supports Total Awllabb Regained Dead Live LIM Floor Roof Total AOtxssorks '-Stud wall-SPF 5.50" 4.25" 2.99" 4268 2324 588 1 7180 1 1/4"Rim Board Stud wall-SPF 5.50" 4.25" 2.99" 4268 2324 588 7180 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Roof Uve Loads Location(Side) Width (0.90) (1.00) (nonyno 1—M comments 0-Self Weight(PLF) 1 1/4"to 15'6 3/4" N/A 14.9 1-Uniform(PSF) 0 to 15 8"(Front) 7'5" 28.0 40.0 Residential-Living Areas wall weight for 18.25 2-Uniform(PLF) 0 to 15'8"(Front) N/A 277.5 - ft of wall 3-Uniform(PSF) 0 to 15'8"(Front) 3' 15.0 25.0 outrigger+roof Weyerhaeuser Notes �V SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to clrcumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bullder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers .-orte Software Operator Job Notes 6/14/2016 9:11:23 AM Aaron Miller — Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building Update_6-14-16 without Amenities and (206)332-1900 Skylighf.4te amiller@dci-engineers.com -- - - - - —— - Page 9 of 11 II MEMBER REPORT Building A-2nd Floor framing plan,Horiz Bm btw A2 and A3 PASSED F O R T E 1 piece(s) S 1/4" x 9 1/4" 2.0E Parallam® PSL Page WG-41 of 53 Overall Length:9'11" o o 9'4" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Draw!ng is Conceptual Design Results Actual 0 Location Allowed Reauk LDP I Wad:Combination(Pattern) System:Floor Member Reaction(Ibs) 3523 @ 2" 5020(2.25") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2828 @ 1'3/4" 9389 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 8332 @ 4'11 1/2" 18623 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.072 @ 4'11 1/2" 0.240 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.219 @ 4'11 1/2" 0.479 Passed(L/526) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(Q240). •Bracing(Lu):All compression edges(tap and bottom)must be braced at 9'8 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability — — —Searing Wade to Support(lbs) -- Supports Total Awllable R.Wred Dead "oor I T.W Aoom 1. 1-Stud wall-SPF 3.50" 2.25" 1.58" 2404 1193 3597 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.58" 2404 1193 3597 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributry Dead Floor Live f Loads Location(Side) Width (0.90) (1.00) Comment 0-Self Weight(PLF) 1 1/4"to 9'9 3/4" N/A 15.2 1-Uniform(PSF) 0 to 9'11"(Front) 9'7 1/2" 20.0 25 0 Residential-Living Areas wall weight for 18.25 2-Uniform(PLF) 0 to 9'11"(Front) N/A 277.5 - It of wall fWeyerhaeuser Notes (1ASUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software Operator Job Notes 6/14/2016 9:11:23 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building Update- without Amenities and (206)33e-1900 Skylight.4te amiller@dci-engineers.com --- — — ----- — — -- -- Page 10 of 11 11 F 0 R T E MEMBER REPORT Building A-2nd Floor framing plan, Bm btw A2 and A3 PASSED 1 piece(s) 7"x 9 1/4" 2.0E Parallam® PSL Page WG-42 of 53 Overall Length: 13'7" d o 13' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual 'Design Results Actual 0 London Allowed Remit LDF Load:combination(Pattem) System:Floor Member Reaction(Ibs) 5250 @ 13'5" 6694(2.25") Passed(78%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 4815 @ 12'6 1/4" 12518 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 20190 @ 8'6" 24831 Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.201 @ 6'9 1/2" 0.331 Passed(L/789) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.666 @ 7 3/16" 0.663 Passed L/239) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'4 112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. tlaattn0-- — - Loads tvo Supports(Iba) Supports Total AvalloWe Required Dead Live III Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 2655 1732 4387 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.76" 3564 1732 5296 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Gads Location(Side) Mlldth (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to INS 3/4" N/A 20.3 1-Uniform(PSF) 0 to 13'7"(Front) 614 1/2" 28.0 40.0 Residential-Living Areas reaction from 2-Point(lb) 8'6"(Front) N/A 3523 horizontal bm btw A2 and A3 eyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.wGodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-13B7 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CDdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers -orte Software Operator Job Notes 6/14/2016 9:11:23 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update_6-14-16 without Amenities and 332-1900 amiller@dci-engineers.com Skllht4tegineers.com y g Page 11 of 11 =D C I Prof ject No. Sheet No. E=- nc LEERS J6oq-om75 Project Date Subject By CDfvtm.w�1/ PM C72 i� CeC LOry,: (S,5')(15 pf) ((6,�s rx�a T. + 115')f iZ W - 7s8 Qt,F 51 �s95f f 16.7S')(yo f5F) = gsig PLF Cd7t 1676 PV (1626 PG It 3 FT)' 3Sko6 fro (ze P5z S'N x(6 V,: a(16>G Fir-)(l�f )(I�a� IG��II ILA OY x 67 MZ a4 ps, :rj,¢= f 16 X r,c 17) 3olrCrz��,o�106)(ory3,\,) CDMM�N�r-j ( �•L Sf�l�i� T0%Tr SQQ�• '�0'-fi" �'f�c' �t3 QS� ��t�r ��O PSF@16r�4 6 Z'12, S 03 vo AR`� ,CQ 3. g I171 11A T 141 1 C7 r k7 I`1� 1 z (,.o z x IU6 (CV) I'O 4e�lp 16 pp R O-C. 0— 30' Gaaw' 106 PI,("- '014 °o ` (3�l% ao°'O eC,nOil iC-Cii Arc= `��,� (37,�3)C3'��5)� z 0,qy ,ti (•��x�o� (f�-I.5) m D C I Project No. Sheet No. EnGIflEERS [6 oil-oo75 ,. Project Date Pkatl '7 7 Subject By wooO C,(?Avily Afm (Desr 06C OA/Ir SrPA297-PN w#11 L3 ��C1�')C ?.f 4 y- 9SF)4-(Is')(ja pSf) ` 106V 9tF o,q R� Lax 138-?-1 Q,z 28054 Lti-- qaa� -7 axe rb 0� 1&5 gfi 1,u 4- gXT r eft sW P S FREAOSW .-r WORST Ct 5C a�Y Leo Riw� Ll lo')tl"a.0 61l2 RLP. => Igs6 PbF 4`+ UO Cip l6c, 46 I V\ SIbf) 3iu e j6",q, Page WG-45 of 53 �- D C I Project No: Sheet No: E= nGInEE= RS 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUD ID: 19 FT 2x4 INT Effective Stud Length, L, = 9.00 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, Lz= 1.00 ft Species and Grade= Doug Fir No. 2 Stud Depth, d, = 3.50 in Fb= 850 psi Stud Width,dz = 1.50 in Fc= 1,350 psi Factored Stud Axial Load- 1840.0 lb Fc(perp)= 625 psi Factored Lateral Load- 5.00 psf E= 1,600,000 psi Stud Spacing- 16.0 in Emin= 580,000 psi LA&allowable= 240 Gravity Duration Factor(CD)- 1.00 Wind/Seismic Duration Factor(Co) = 1.60 Slenderness Limit- 50 Fc Wet Service (CM) = 1.00 Slenderness Ratio 1 = 30.86 Fb Wet Service (Cm) = 1.00 Fc pe,p Wet Service(CM) = 1.00 Slenderness Ratio= 30.86 Slenderness O.K. EmIn Wet Service(CM) = 1.00 Temp Factor(Ct)= 1.00 c= 0.8 Fc Size Factor(Cf)= 1.15 Cp= 0.297 Fb Size Factor(Cf) = 1.50 Moment,M 67.5 lb-ft Fb Repetitive Member Factor(C,) = 1.15 %= 264.5 psi Bearing Area(Cb) - 1.25 FcE= 500.71 E.;,,' = 580,000 psi fc= 350.5 psi Fc*= 1,553 psi Fb*= 2,346 psi F c perp r= 781 psi Combined Loading (Per 2005 NDS Section 3.9) (Ve,/ F'e)Z+ fb/ [Fe ( 1 -fc/FcE,) I < 1.0 0.576 + 0.376 = 0.952 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fe(perp)= 350.5 psi <Fc(perp)', Bearing O.K. 45% Out of Plane Wall Deflection o - 0.11 In VA = 941.02 OK Page WG-46 of 53 -- ® C 1 Project No: Sheet No: E n G I n E E R S 16011-0075 Project: Date: Park 77 06/14/16 Subject: By. WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUD ID: 9 FT 3x4 INT Effective Stud Length,L, = 9.00 ft Stud Deslgn Type= Sawn Lumber(2-4 thick) Effective Stud Length, LZ= 1.00 ft Species and Grade = Doug Fir No.2 Stud Depth, d, = 3.50 in Fb= 850 psi Stud Width,d •• z 2.50 in Fc= 1,350 psi Factored Stud Axial Load= 3300.0 lb Fc(perp)= 625 psi Factored Lateral Load = 5.00 psf E= 1,600,000 psi Stud Spacing= 16.0 in Emin= 580,000 psi L/A allowable= 240 Gravity Duration Factor(CO)= 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1,00 Slenderness Ratio 1 = 30.86 Fb Wet Service(CM) = 1.00 Fc perp Wet Service (CM) = 1.00 Slenderness Ratio= 30,86 Slenderness O.K. Ec„„Wet Service (CM) = 1.00 Temp Factor(Ce) = 1.00 c= 0.8 Fc Size Factor(Cf)= 1.15 Cp= 0.297 Fb Size Factor(Cf) = 1.50 Moment, M= 67.5 lb-ft Fb Repetitive Member Factor(Cr) m 1.15 fb= 158.7 psi Bearing Area (Cb) = 1.15 Fd - 500.71 Emin = 580,000 psi fc= 377.1 psi Fc*= 1,553 psi Fb*= 2,346 psi F c perp = 719 psi Combined Loading (Per 2005 NDS Section 3.9) (f'c/F'c)Z+ fb/ [Fb' ( 1 -fc/FCEl)] < 1.0 = 0.667 + 0.274 0.942 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 377.1 psi <Fc(perp)', Bearing O.K. 52% Out of Plane Wall Deflection A = 0.07 in L/A = 1568.36 OK _ Page WG-47 of 53 = D C I Project No: Sheet No: EnGInEERs 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUD ID: 19 FT 2x6 INT Effective Stud Length, L, = 9.00 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, LZ= 1.00 ft Species and Grade= Doug Fir No. 2 Stud Depth,d, = 5.50 in Fb= 850 psi Stud Width, d2= 1.50 in Fc= 1,350 psi Factored Stud Axial Load= 6400.0 lb Fc(perp)A 625 psi Factored Lateral Load= 5.00 psf E= 1,600,000 psi Stud Spacing = 16.0 in Emin= 580,000 psi L/e allowable= 240 Gravity Duration Factor(CD) = 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 Fc Wet Service (CM) = 1.00 Slenderness Ratio 1 = 19.64 Fb Wet Service (CM) - 1.00 Fcperp Wet Service (CM) = 1.00 Slenderness Ratio= 19.64 Slenderness O.K. Emin Wet Service(Cm) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 Fc Size Factor(Cf) = 1.10 Cp 0.625 Fb Size Factor(Cf) = 1.30 Moment,M= 67.5 lb-ft Fb Repetitive Member Factor(C,) = 1.15 fb= 107.1 psi Bearing Area (Cb) = 1.25 FcE= 1236.45 Emir= 580,000 psi fc= 775.8 psi Fc*= 1,485 psi Fb*= 2,033 psi Fcperp `= 781 psi Combined Loading (Per 2005 NDS Section 3.9) (f'c/F'c)2+ fb/[Fb' ( 1 -fc/Fai) ) < 1.0 0.699 + 0.141 = 0.841 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 775.8 psi <Fc(perp)', Bearing O.K. 99% Out of Plane Wall Deflection o = 0.03 in L/a = 3651.58 OK Page WG-48 of 53 1)C I Project No: Sheet No: E n G I n E E R S 1 601 1-0075 Project: Date; Park 77 06/14/16 Subject: By. WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUQ ID: 9 FT 2x6 EXT Effective Stud Length, L, = 9.00 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, Lz - 1.00 ft Species and Grade= Doug Fir No.2 Stud Depth,d, - 5.50 in Fb= 850 psi Stud Width, dz= 1.50 in Fc- 1,350 psi Factored Stud Axial Load= 5650.0 lb Fc(pe,p)= 625 psi Factored Lateral Load- 17.10 psf E- 1,600,000 psi Stud Spacing a 16.0 in Emfn= 580,000 psi L/Q allowable= 240 Gravity Duration Factor(CD)= 1.00 Wind/Seismic Duration Factor(CD)= 1.60 Slenderness Limit= 50 F.Wet Service(CM) = 1.00 Slenderness Ratio 1 = 19.64 Fb Wet Service(CM) = 1.00 Fr pefp Wet Service (CM) = 1.00 Slenderness Ratio= 19.64 Slenderness O.K. Emin Wet Service(CM)- 1.00 Temp Factor(C,) = 1.Q0 c= 0.8 F,Size Factor(Cf) = 1.10 Cp= 0.625 Fb Size Factor(Cr)= 1.30 Moment, M- 230.9 lb-ft Fb Repetitive Member Factor(Cr) = 1.15 %- 366.3 psi Bearing Area(Cb) = 1.25 F.E= 1236.45 Emin = 580,000 psi fe= 684.8 psi F,*= 1,485 psi Fb* = 2,033 psi F cperp'= 781 psi Combined Loading (Per 2005 NOS Section 3.9) (f'c/F'e)Z +fb/ (Fb' ( 1 -fc/F,E1)] < 1.0 = 0.545 + 0.404 = 0.949 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)1° 684.8 psi <Fc(perp)', Bearing O.K. 88% Out of Plane Wall Deflection A= 0.10 in L/4 = 1067,71 OK Page WG-49 of 53 DC I Project No: Sheet No: EnGIneeRs 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: lExterior Stair Post Effective Stud Length, Li = 15.00 ft Column Design Type= Post&Timbers(Sx5&larger) Effective Stud Length, LZ- 1.00 ft Species and Grade= Doug Fir No. l Stud Depth, d, = 5.50 in Fb= 1,200 psi Stud Width, dZ= 5.50 in Fc- 1,000 psi Factored Stud Axial Load = 10500.0 lb Fc(perp)= 625 psi Factored Lateral Load= 13.59 psf E= 1,600,000 psi Stud Spacing= 5.5 in Emin= 580,000 psi L/a allowable= 240 Gravity Duration Factor(Co)= 1.00 Wind/Seismic Duration Factor(Co) - 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 32.73 Fb Wet Service(CM) = 1.00 Slenderness Ratio 2 = 2.18 Fc perp Wet Service (CM)= 1.00 Slenderness Ratio= 32.73 Slenderness O.K. Ew,,Wet Service (CM)- 1.00 Temp Factor(Ct) = 1.00 c= 0.8 Fc Size Factor(Cf) = 1.00 Cp= 0.394 Fb Size Factor(CF) - 1.00 Moment, M= 175.2 lb-ft Fb Repetitive Member Factor(C,) = 1.00 fb= 75.8 psi Bearing Area (Cb) = 1.00 FcE= 445.12 Emin'= 580,000 psi fc= 347.1 psi Fc*= 1,000 psi Fb*= 1,920 psi fc= 347.1 psi F c perp'= 625 psi Fc' = 393.9 psi fc<Fc',compression OK Combined Loading (Per 2005 NDS Section 3.9) (f'c/F'c)z+fb/[Fe ( 1 -fc/FcEI) ] < 1.0 = 0.776 + 0.179 = 0.956 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(pe,p)= 347.1 psi <Fc(perp)', Bearing O.K. 56% Out of Plane Wall Deflection 0 . 0.06 in L/o= 3095.38 OK Page WG-50 of 53 = DC1Project No: Sheet No: eanGinEERS 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: Exterior Balcony Post Effective Stud Length, L, = 10.00 ft Column Design Type= Post&Timbers(SxS&larger) Effective Stud Length,L2- 1.00 ft Species and Grade = Doug Fir No. 1 Stud Depth, d, = 5.50 in Fb= 1,200 psi Stud Width,dZ= 5.50 in Fc= 1,000 psi Factored Stud Axial Load= 18500.0 lb Fc(perp)= 625 psi Factored Lateral Load= 13.59 psf E= 1,600,000 psi Stud Spacing= 5.5 in Emin= 580,000 psi L/a allowable= 240 Gravity Duration Factor(CD)= 1.00 Wind/Seismic Duration Factor(Co)= 1.60 Slenderness Limit= 50 Fe Wet Service(CM) = 1.00 Slenderness Ratio 1 = 21.82 Fb Wet Service (CM) - 1.00 Slenderness Ratio 2= 2.18 Fe perp Wet Service (CM) = 1.00 Slenderness Ratio= 21.82 Slenderness O.K. Ervin Wet Service (CM) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 Fc Size Factor(Cf)= 1.00 CID= 0.692 Fb Size Factor(Cf)= 1.00 Moment,M- 77.9 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 33.7 psi Bearing Area (Cb) = 1.00 Fce= 1001.53 Emin' = 580,000 psi fc= 611.6 psi Fc*= 1,000 psi Fb* = 1,920 psi fc= 611,6 psi F c perp'°' 625 psi Fc'= 691.5 psi fc<Fc', compression OK Combined Loading (Per 2005 NDS Section 3.9) (f'c/F'c)z + fb/[Fb' ( 1 -fc/FcEl) ] < 1.0 0.782 + 0.045 = 0.827 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 611.6 psi <Fc(perp)', Bearing O.K. 98% Out of Plane Wall Deflection o= 0.01 in L/A = 10446.90 OK Page WG-51 of 53 own — D C I Project No: Sheet No: EnGinEER5 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: lExterior 6x6 with C&C Wind Loading Effective Stud Length, L, = 10.00 ft Stud Design Type= Post&Timbers(5x5&larger) Effective Stud Length, Lz= 1.00 ft Species and Grade= Doug Fir No. 1 Stud Depth,d, = 5.50 in Fb= 1,200 psi Stud Width,dz= 5.50 in Fc= 1,000 psi Factored Stud Axial Load= 18000.0 lb Fc(peril)= 625 psi Factored Lateral Load= 23.30 psf E= 1,600,000 psi Stud Spacing= 5.5 in Emin= 580,000 psi L/Q allowable= 240 Gravity Duration Factor(CD) = 1.00 Wind /Seismic Duration Factor(CD) = 1.60 Slenderness Limit = 50 Fr Wet Service (Cm) = � 1.00 Slenderness Ratio 1 = 21.82 Fb Wet Service (Cm) = 1.00 Fc perp Wet Service (CM) - 1.00 Slenderness Ratio= 21.82 Slenderness O.K. Emin Wet Service (Cfa) - 1.00 Temp Factor(C,) = 1.00 c= 0.8 Fc Size Factor(Cf)= 1.00 Cp a 0.692 Fb Size Factor(Cf)= 1.00 Moment,M= 133.5 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 57.8 psi Bearing Area (Cb) = 1.00 FcE= 1001.53 Emin= 580,000 psi fc= 595.0 psi Fc* . 1,000 psi Fb*= 1,920 psi F cperp '= 625 psi Combined Loading (Per 2005 NOS Section 3.9) (f'c/F'c)z+fb/ [Fe ( 1 -fc/FCEI) ) < 1.0 = 0.740 + 0.074 = 0.815 <1.0, ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 595.0 psi <Fc(perp)', Bearing O.K. 95% Out of Plane Wall Deflection 0= 0.02 in L/o = 6093.28 OK Page WG-52 of 53 —■ D C I Project No: Sheet No: E n G I f-1 E E R 5 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: iinterior 6x6 Effective Stud Length, L, = 10.00 ft Stud Design Type= Post&Timbers(Sx5&larger) Effective Stud Length, LZ- 1.00 ft Species and Grade= Doug Fir No. 1 Stud Depth,d, = 5.50 in Fb= 1,200 psi Stud Width, dZ= 5.50 in Fc= 1,000 psi Factored Stud Axial Load = 18500.0 lb Fc(perp)= 625 psi Factored Lateral Load - 5.00 psf E= 1,600,000 psi Stud Spacing - 5.5 in Emin m 580,000 psi L/A allowable= 240 Gravity Duration Factor(CD)= 1.00 Wind/Seismic Duration Factor(CD)= 1.60 Slenderness Limit= 50 Fc Wet Service(Cm)= 1.00 Slenderness Ratio 1 = 21.82 Fb Wet Service (Cm)= 1.00 Fc pefp Wet Service (CM)= 1.00 Slenderness Ratio= 21.82 Slenderness O.K. Emin Wet Service(CM) = 1.00 Temp Factor(CJ - 1.00 c= 0.8 Fc Size Factor(CI) = 1.00 Cp 0.692 Fb Size Factor(Cf) = 1.00 Moment, M= 28.6 lb-ft Fb Repetitive Member Factor(C,) - 1.00 fb= 12.4 psi Bearing Area (Cb)= 1.00 FcE= 1001.53 Emlo= 580,000 psi fc m 611.6 psi Fc*= 1,000 psi Fb*= 1,920 psi Fcperp'= 625 psi Combined Loading (Per 2005 NDS Section 3.9) (f'c/F'c)z+fb/ [Fb' ( 1 -fc/FCE0 j < 1.0 = 0.782 + 0.017 = 0.799 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(pup)= 611.6 psi <Fc(perp)', Bearing O.K. 98% Out of Plane Wall Deflection A= 0.00 in L/A = 28394.67 OK Page WG-53 of 53 _._ D C I Project No: Sheet No: anCyinaERs 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: llntelor 48 Post Effective Stud Length, L, = 10.00 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length,L2= 1.00 ft Species and Grade Doug Fir No. 2 Stud Depth, d, = 3.50 in Fi,= 850 psi Stud Width,d2- 7.50 in Fc= 1,350 psi Factored Stud Axial Load= 8500.0 lb Fc(perp)= 625 psi Factored Lateral Load= 5.00 psf E= 1,600,000 psi Stud Spacing= 7.5 in Emin= 580,000 psi L/o allowable= 240 Gravity Duration Factor(Co) = 1.00 Wind/Seismic Duration Factor(Co) = 1.60 Slenderness Limit= 50 Fc Wet Service(CM)= 1.00 Slenderness Ratio 1 = 34.29 Fb Wet Service(CM) = 1.00 Fc perp Wet Service(CM)m 1.00 Slenderness Ratio= 34.29 Slenderness O.K. Emin Wet Service(CM) = 1.00 Temp Factor(Cf) = 1.00 c= 0.8 Fc Size Factor(Cf)= 1.00 Co= 0.279 Fe Size Factor(Cf) = 1.00 Moment, M= 39.1 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 30.6 psi Bearing Area(Cb) = 1.00 FcE- 405.58 Emin 580,000 psi %= 323.8 psi Fo*= 1,350 psi Fb*= 1,360 psi F cperp = 625 psi Combined Loading (Per 2065 NDS Section 3.9) (f'c/F'c)2+fb/ [Fb' ( 1 -fc/FcE1) ] < 1.0 0.740 + 0.112 = 0.851 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 323.8 psi <Fc(perp)',Bearing Q.K. 52% Out of Plane Wall Deflection e = 0.02 in L/A = 7317.33 OK Page WL-1 of 65 mmm M=mm� 1) c I c n Gin E E R S Page WL-2 of 65 MDO Project No. Sheet No. Ef1G � �1EER5 - Project Date Subject _ By �Y1��!"�"�/t:V•./rS IGZtr� ,fl '•.k:. ✓ !!� ( (ter �y� l.�.'l�C� ��L r...Y.`.' S. ��.��,.V•Ejl�:P �.�'�,�i,':'i;:i(i., �✓.r;)...x W.ki�rY.,dr 0.160 mow.-....r.�+ V=rsw - CJ�1 .. 0,{0 ol f= pC ccvep. CYrly- l 2' Z. MI. S 0 Page WL-3 of 65 D C I Project No. Sheet No. :0=112 r= n E. If Project Date I Subject r By Ve r 33q 10, 2 t)3 L12, Li Page WL-4 of 65 O=D C I Project No. Sheet No. E (1GI �lEEt� S 111 - Project Date Subject !r By 2)M'a.m " i9rt'r.;., t '2U7 01 3 9N v_ b.oa� �� k �1�f kd V� �pscc 2�,�, �j V- Ilorr,ph �J - V.ES ) Z 2A,2S Psf . i p,/;' N(Kl) CIO "Of 2 32) Sn2 l CY �,� ✓ �a c fi�� an I`I�+ col�) 0�11. IZ> 0,1,4 26,IS 05,91-pJ{ Y.(,t P5f z-1" Z ko_ vjkv\a ca( 1,�.� or cps• rtiu k� �., _L .f,0 14 Ukwa dS +vim r r� L,95 psf y,y r rsf I/,'+ 2 l I,r? fJ-r 4(i/ Ps-r 16.03 D,99 so,"C 13' 4'+ ps f `!,y f jai I It,6% Page WL-5 of 65 DC' Project No. Sheet No. E n G Project Date 7- Subject By 13> VJ, GY t' wv1 , cw" . �:�•'� Q C fi tnV pz�l -i} {`cc :(� 0,233 v W i V,d _ IG2`:, [x G(1 V..a G>d1 �.�1 ;.:.. ( ( r, A- �•,[,s, r12.1 �0 2 0-CO w o,2sq IT") ZG•s�: tu 3 '12-61' 1111 C,'z +1 t5 ^�1 I � Page WL-6 of 65 MDOProject No. Sheet No. E n In. Project Date Subject By C C64J.c vjtlllk,m� 10,4 70 7-L I CLO I, C C (ACIS IA. 2- Cy C Arai ala C'- .LW b C)ck to F 6) 2- lu fn A. C SL' �,6LAc6 -.4 cayti V-xl,o) xDk',W\%--,wAg y4CA)( svr(A-,- pey C,\J bI-,,) V Z-?Ll 0 Ll L[I Page WL-7 of 65 _ D C I Project No. Sheet No. Inc r1 EER S Project Date Subject By `.1 wrlllr�.„errll Y'si 1sh;`�mv, C7� fa .fit 0,0o2°>`L k C E ��)(�a�'3 c.# p�ti k�l - I1a vo +p " Crrp C?C f c - 1 a 'I'd O."A✓!) Chz {n8 v Lo►-=r-t 17�V.in�cr�..s�n�i4� a !�' �'��—�. £...- �.,� V_J kfe \ FI LrY L0' 0,33 `i tr°i llu.'i zo,3' G.b2Z I(�, 3b H. I'Z e,F S 0,1- 1,` w�� tom;,, `� yet��{{r.�t4�a�r�3 aClyr�;k. c-� ••�, ��:�.: �, v�ct�{r�; f1�-,.� \o' G,"�.a ��`I i to 1'r Z�c-, 0,Z3 i` �(Iit t h lz p�.F S 0.s s:q �z..6 o.2c r3 ZS��} Ic I `I Page WL-8 of 65 HDO Project No. Sheet No. 67 n E. Project "A- Date k C Subject By 3eL-ZrAU- C o 1>3 nvr"7,� -- k ? I' vi s V,. a'. L -/J vi Can 'F%, Cil t o I to V Page WL-9 of 65 =D CJ Project No. Sheet No. e n (3 Project Date Subject By \120 lit 1. LF --7 1 2 t4 net 7' 7L- ., Tz- Q> 6ul"I. (OL "2 CA(p �Ir-V4C(-�y kl fil tie( L4 Z121 Y-)(Lm Page WL-10 of 65 DC I Project No. Sheet No. E n G Project Date P ' 3 Subject BY INS nA - ► K ptqgy-1 -1--7 ME Na �aur�C,`rv?a wA gKLa3 V- 1l•O r,PN 5XPOSVRE B G= O-Q� V�I.DC,tT�I F"R��S�A VIO Kz = VARIES O�D'a6t�1��(I.o�ID$5�U►a'"� = �H3 P�� P= GCQ,q,GJQ. Cam C = toj% L"/A-) CCp[W114DIAAWS�=0 '9 COW1No(Ac-!a1A(n oa 64' EAU) t1E1(aHT. ►S 1j.z VL,l VVI -0) .P_lLflolFlSiD� ►-a PsF $.1%0 4.q-1 13•►3 QSF qp' Q;7 1E.W3 PST 1'A 63 p8F wi-mo (AC-r►NU DEN -7C FACE j 112 0.`156 It PSF 3o A,� ►%,4ap8p ITC13 P5F MDO Pa a WL-11 of 65 Project No. Sheet No. E n E. Project Date FAA VS -7-7 3/31/ Subject By WINO C-AL-05 N!ENI1 ! e5 �L--OCs+ Y7A U - FotX-t--5 Ac-ri tk-, CO 81n L-VA4 U S6' CA C E-) Gi_�t� NAG-,�+ 1 � fl lal�'L � 1�-A �>a ►�B�� ,sToy, m, ?:15 15.4 K 15.E 2 30, 1-115 IF 0.15-7 $. -1ri 9L4.ICA O W,tVD"FC90 S AC-nw-, c*nJ S L O(,, to l' Rq C�) -T w LKl141 E M Se un!llk) S_TO St1 R l y 12 11, 0.35(o 113.01 Cl5.g 1 ��' 10,3fo ©. Page WL-12 of 65 .ON D C I Project No. Sheet No. EflGlIlEERS (SDI �1'Cl`Ir Project Date Subject BY SeliWtc- "A MAY,-1-7 l;.fO-)-VI '7'1�" AV C VAC C l f-CIO0-4 11 PY LANL,lvN, WA OM713 LArwrove; y$,rrf-b� SITE CiPSS 5 Ss: 1-051o) 5,,5= 5j�= ,l �Ql,f t)I�AT� S�15NI1 L S3Aist S N�f4d v- C'G%A A Ot4t le_ 1.0 cR J,7 16S/1) .r cam,; h=-60 l''41 roc � Cs= Sn, p `t I 1 0.�4� 0.0011 D-ti-i-7 �+ Cs-;t Cg= 0,CO414 a le k V 01 : Cl.0'-fq 10,(oS6*)IJ Ctx'2 VL a.'b VSl t 10 ,P5V DEAD 4 .1 b Pb P C-.tiPCSETL> { io > F lWaw0 AREA _ W ,0 54: w; Vb os F L2012O z�) : �.';L- K- �= cs w Page WL-13 of 65 DCIProject No. Sheet No. E n c Project Date Subject By J?ALK YE1�1E�� AREA 7 S4H ST- A DT)11)DI,3 'L- W EI&- -T TO Wkt-lDi Q ) Sy4* L1 B ps-t ;a �SE1 S��v�,ri o� Ro�� O►��c-t�rnl S Q1STR1 WTG SF 24rA3 'PtEa Fuom a 11 I 1116'-1V 3)63.5 0.�-35 y I K W9V5 j Page WL-14 of 65 ---— -- W4 MST60 W6 �'- CS16 W6 �� :�CS16 ] W4 CS16 CS14 W4 CS14 - I�CS141� 'W6 �. ;W6 CS16 = ;CS16 2 Oom N-� 77- --thin--Fbw _ --- 2W3 •�- r e r •� �� HD19 W4 W2 W6 HDU4 - HDU8 HDU4 _w.l 2W2 U I HD19 2W2 2W ' H HD19 D19 W4 W6 HDU4 HDU4 W4 ' HDU4 ------ — - - — - — LAJ— Page WL-15 of 65 ~' UNIT ^'^ I 1 BR ' 'J V LINE 1 -- BR •. 725 SF __-- UNIT II ` gR 725 SF —y ti 2 BR Type:1 A_ 2 BR I 3BR Type:1A fj UNIT -- '_u. UNIT UNIT __ I �-I- 3BR II __ 1160 SF - - UNIT Type:2A Type:2A I- - BA K _ 1160 SF ei. n Type:3A LJ.. --n v ^ :.a=1-�_ Type:3A K K K K V LINE 2 _ �! DEN 3se,. �tio ,� u DEN ,w. 01, BR BR STAIR/ - I I ENTRY t BA' BA BR BR - BR 1BA BR I BR ?BA BR` gq_ r.. BR 757! V UNE 3_ li,NeltlA•fbv7 � � ur.rr r t 9 K I} � Y.# 0' /' B' 16' I C 1BR UNIT I BR 725SF Type:1A 3BR — 3BR UNIT -- _ UNIT 1160 SF BA K 1160 SF Type:3A :�'1'-M t_, '1 I Type:3A K a7 K DEN s eal.i F' I, 2R - - '1 - BR STAIR/ ENTRY BR BA BA. I i t_ BR — �SW�NE A _ LINE C SW LINE J3 'L---w W LINE Al — C,'v n r r It, Page WL-16 of 65 I fW�6 I W61I117 W6 i I I I W6 W6 W6 .1. i , n.on ..r• ?, !" CS14 - CS14 CS14 W6 0310 0310 CS1fi s _ L-� M t11. "" W6 i - '' MST48 M--II 14 ennv AIR/- 4..! M ST 6TAYL u i —— ennv �. I W6_ ENTRY —RY VV6 !II MST60 - - v - CS16 J -- '. � W6 -- ';;u - — . --- — -- — — — — — -- -- -- MST48 SW 1 ---SW 2----SW 3----- -SW 4--------SW 1 ...�.>..,:....�.. NaM AM IilanvEm Suldog Type 8-Fbor3 ftTY B—FlFlm2—_ -- M.r MMM ' W6 W6 W6 : HDU5 HDU5 HDU5 W4 I r w HDU8 W4 HDU14 W4 s=�= HDUB nnn.Rlw; - --- ---- ---- - --- Page WL-17 of 65 W-A W4 SW-A W6 SW Line A SW-A W6 -B VU6 =OS SW-C W4 SW Line B HM14 SW Line C CS16 SW-C W4 ISW-C W3 3 � CS16 SW-C W4 CS16 5-0n CS 16 lv-E Page WL-18 of 65 W6 CS16 W6 CS16 W4 HDU 5 - "' W6 CS16 L� W6�CS16 W6 CS 6 W4 HDU 5 -W6 CS16 W6 CS16 ftl� W4 LSTHD8(RJ)- qW4 LSTHD8(RJ). _ 1 W6 CS16 W6 CS16 "� - W - M6 LSTHD8(RJ) M. � 9TNNl STAIN/ ENTNY � M F-NY W6 LSTHD8(RJ) W6 CS16 - .-W6 CS16 v W6 LSTHD8(RJ)' .Hu.-fen. �J_ t Z}8W—IdugTyp C-f m2 e Page WL-19 of 65 SW A-L3 FORCE=15.93K I I — DEN 2 BR 2 BR 1 BR UNIT UNIT 1 BR DEN I UNIT+DE 1030 SF 1030 SF NIT DE Type:2E Type:2E -- Type:1 D I _ Type:1D K K K K B Ar S -3 FORCE=29.14K (r 0A IC A ENTRY - If- II BR BR SW C-L3 FORCE=13.13K BR BR BR BR ��,wayc.cmra _ -- e.a. — - a +• a it Page WL- o == DCI Project No: Sheet No: E n C 111 E E R S Project: Date: Park 77 -Amenities 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-1-0 T: (Input Lateral Loads with Ultimate Loads Directly* m ASCE 7-10 ) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Pleew 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k -- -� DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 o LL= 0 2W/H = 1.00 o G z DL= 0.(J LL= O.0 DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 o LL= 0 2 W/H = 1.00 o O DL= 0.0 LL- 0.0 0.0k - '� DL= 0 H:W Ratio= 0.0 U DL= 0 LL= 0 2 W/H = 1.00 LL= 0 0 o O o � DL= 50.0 (.L= 80.0 5.1 k J� -V— - 7 R DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0I LL= 0 2W/H = 1.00 of G r Z - DL= 50.0 LL= 80.0 8.9 k -+�-- y - _ ..._- 2 m DL= DL= 0 H:W Ratio= 0.5 LL= 0 o LL= 0 2 W/H= 1.00 o N g 22.3' U. I.5' (typ) 4 - 22.8' Material= Doug Fir Nailing= 0.148 inches Page WL-21 of 55 � 0 C I Project No: Sheet No: EnCinEEl� s Project: Date: Park 77 -Amenities 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-1-0 OUTPUT: (Values Presented in ARM gn) SW Combo 0.7pE Combo Factor = 0.7 E Level 2 1 - Demand _ 158 plf 431 pif SW Type _ W6 W4 Capacity 310 plf 460 plf % -- 51% 94% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 37 ft-k 101.2 ft-k -64 ft-k 37 ft-k 2 155 ft-k 149.8 ft-k 5 ft-k 155 ft-k -2.88 k -2.88 k 3.19 k 3.19 k 1 _ _ 0.23k 0.23k 9.12k 9.12k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left F Right R 28 ft-k 113.9 ft-k -86 ft-k 28 ft-k 2 116 ft-k 176.8 ft-k -61 ft-k 116 ft-k -3.87 k -3.87 k 2.98 k 2.98 k -2.72 k 7.84 k 7.84 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left _1 Right R 37 ft-k 45.1 ft-k -8 ft-k 37 ft-k 2 155 ft-k 66.8 ft-k 88 ft-k 155 ft-k 1 -0.36 k -0.36 k 2.33 k 2.33 k 1 3.96 k 3.96 k 7.84 k 7.84 k Level 2 1 1 Hold Down 0.00 k 3.96 k Chord Force _ 3.19 k _9.12 k Hold Down CS16 HDU4 Capacity #N/A #N/A #N/A 2 k 5 k % #N/A #N/A #N/A 0% 86% � Page WL-2-2 of 65 Om D C I Project No: Sheet No: E n c I rl E E R S Project: Date: Park 77 -Amenities 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-C POUT: Qnput Lateral Loads with Ultimate Loads Dirsompom ASCE 7-10 AsnMysk) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Praomr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 g LL= 0 2 W/H = 1.00 - Dta 0.0 0.0 0.0 k �y DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 c _ LL= 0 2 W/H= 1.00 0 o C DL= 0.0 LL= 0.0 0.0k - "- DL= 0 H:W Ratio= 0.0 U DL= 0 LL= 0 2 W/H = 1.00 LL= 0 0 o C o - DL= JO 0 LL= H—O 19.5 k r 1�4 - y - R DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 LL= 0 2 W/H = 1.00 6 0 V _ DL= 50.0 LL 80.0 33.8 k -�— -v -- - 2 DL= DL= 0 H:W Ratio= 0.4 � LL= 0 2W/H = 1.00 LL= 0 a 04 = 30.0' v 3.5'(hp) _ 30.5' Material= Doug Fir Nailing= 0.148 inches Page WL-23 or 65 D C I � Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - Amenities 6/14/16 Subject: B Y: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-C OUTPUT: (Values Presented in Allowable Stress Design SW Combo 0.7pE Combo Factor = 0.7 E Level 2 1 Demand 447 pif 1223 plf SW Type __ W4 _ 2W2 Capacity _ 460 pif 1540 pif % 97% 79% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7QE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 141 ft-k 181.8 ft-k ft-k 141 ft-k 2 588 ft-k 269.3 ft-k 319 ft-k 1 588 ft-k -1.37 k -1.37 k 6.18 k 6.18 k 1 -�_ 10.63 k 10.63 k 21.60 k 21.60 T Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment ' Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 106 ft-k 204.7 ft-k -99 ft-k 106 ft-k 2 441 ft-k 317.7 ft-k 123 ft-k 441 ft-k 1 -3.30 k -3.30 k 5.22 k 5.22 k 1 4.12k 4.12k 1 17.20k 17.20k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net ` Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left 1 Right R 141 ft-k 81.1 ft-k 60 ft-k 141 ft-k 2 588 ft-k 120.1 ft-k 468 ft-k 588 ft-k 1.99 k 1.99 k 5.31 k 5.31 k 1 15.60 k 15.60 k 20.32 k 20.32 k Level 2 1 Hold Down _ 1.99 k 15.60 k Chord Force 6.18 k 21.60 k Hold Down CS14 HD19 Capacity #N/A #N/A #N/A 3 k 19 k #N/A #N/A #N/A 80% 1 82% Page WL-24 of-65 D C I Project No: Sheet No: E n c. I rl E E R S Project: Date: Park 77 -Amenities 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-D INPUT: (input Lateral Loads with Ultimate Loads Direedi4iom ASCE 7-10 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Pfecmr 1.0 Pt Lateral Force Uniform Load (pif) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 1.4 LL= 0 0 LL= 0 2 W/H = 1.00 o C OL= 0 Q LL= 0.0 0.0 k 4- vil -- DL= 0 1 DL= 0 H:W Ratio= 1.4 LL= 0 o LL= 0 2 W/H = 1.00 o G DL= 0 0 LL= 0.0 DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 0 o DL= 50.0 LL- 60.0 4.2 k L �. . V R t' c.� DL= 0 _ 1 DL= 0 H:W Ratio= 1.5 LL= 0 M I LL= 0 2 W/H = 1.00 o O _ !- _ ;. DL= 50.0 LLn 80.0 7.3 k 2 W i V DL= DL= 0 H:W Ratio= 1.7 LL= 0 o LL= 0 2 W/H = 1.00 11 a o z 6.5' 1.5'(typ) - - 7.0' Material= Doug Fir Nailing= 0.148 inches Page WL-25 of 65 l = Project No: Sheet No: E= nc Project: Date: Park 77 - Amenities 6/14116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-D OUTPUT: (Values Presented in Allowable Stress D - SW Combo 0.7pE Combo Factor = 0.7 E Level 2 1 Demand 423 plf _ 1156 plf SW Type _ W4 2W3 Capacity 460 plf 1200 plf % 92% 96% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 31 ft-k 9.6 ft-k 21 ft-k 31 ft-k 2 128 ft-k 14.2 ft-k 114 ft-k 128 ft-k 3.23 k 3.23 k 5.93 k 5.93 k 1 _ _ 17.46 k 17.46 k 20.56 k 20.56 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 23 ft-k 10.8 ft-k 12 ft-k 23 ft-k 2 96 ft-k 16.7 ft-k 79 ft-k 96 ft-k 1.87 k 1.87 k 5.04 k 5.04 k 1 - - 12.16k 12.16k 16.41k 16.41k Load Combination (0.6-.14 SDS)`D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 31 ft-k 4.3 ft-k 26 ft-k 31 ft-k 2 128 ft-k 6.3 ft-k 121 ft-k 128 ft-k 4.05 k 4.05 k 5.07 k 5.07 k 1 18.67k 18.67k 19.27k 19.27k Level 2 1 Hold Down 4.05 k 18.67 k Chord Force _ 5.93 k 20.56 k Hold Down i MST60 HD19 Capacity #N/A #N/A #N/A 6 k 19 k #N/A #N/A #N/A 65% 98% Page WL--26 o 65 DC I Project No: Sheet No: E n c I n E E R S Project: Date: Park 77 - Amenities 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-2.8 #dW, (Input Lateral Loads with Uk note Loads M=AOM 7.10 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Plactor 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k I DL= 0 - DL= 0 H:W Ratio= 0.5 LL= 0 o LL= 0 2 W/H = 1.00 c p Ir x DL= 0.0 LL= 0.0 v 0.0 k - DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 c LL= 0 2 W/H = 1.00 o O r x DL= 0.0 tL= 0.0 r v DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 0 o 0 DL= 50.0 LL= 80.0 6.5 k �__ y R �I DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 � LL= 0 2 W/H = 1.00 o O DL= 50.0 LL= 80.0 11.2k � - -y- -- - -- - - - 2 t' U DL= DL= 0 H:W Ratio= 0.6 LL= 0 o LL= 0 2 W/H = 1.00 C c C4 x 19.5' IT (tYp) 20.0' Material = Doug Fir Nailing= 0.148 inches i Page WL-27 of 65 � I Project No: Sheet No: E n C. Project: Date: Park 77 -Amenities 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-2.8 OUTPUT: (Vq!,M , Presented in Allowable Stress Design) SW Combo 0.7pE Combo Factor = 0.7 E Level 2 1 Demand _ 226 pif 619 plf SW Type - - W6 W2 Capacity 310 pif 770 pif 73% 80% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7QE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 47 ft-k 78.2 ft-k -31 ft-k 47 ft-k 2 195 ft-k 115.8 ft-k 80 ft-k 195 ft-k -1.61 k -1.61 k 3.90 k 3.90 k 4.08 k 4.08 k 1 12.08 k 12.08 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left FRight R 35 ft-k 88.0 ft-k -53 ft-k 35 ft-k 2 147 ft-k 136.6 ft-k 10 ft-k 147 ft-k -2.71 k -2.71 k 3.52 k 3.52 k 0.51 k 0.51 k 10.06 k 10.06 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7oE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 47 ft-k 34.9 ft-k 12 ft-k 47 ft-k 2 195 ft-k 51.7 ft-k 144 ft-k 195 ft-k 0.61 k 0.61 k 3.04 k 3.04 k 1 7.37 k 7.37 k 10.80 k 10.80 k Level 2 1 Hold Down _ 0.61 k 7.37 k _ Chord Force 3.90 k 12.08 k Hold Down CS16 HDU8 Capacity #N/A #N/A #N/A 2 k 8 k #N/A #N/A #N/A 36% 93% M Page WL-28 of 65 DC I Project No: Sheet No: E n G I fl E E R S Project: Date: Park 77 - BLDG A & E 6114/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA l p ; SW Line 1 (Input Lateral Loads with Ultimate Loads ) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Praator 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k 1 - - , y DL= 0 DL= 0 H:W Ratio- 0.6 LL= 0 o LL= 0 2 W/H = 1.00 o !� DL= 0.0_ LL= 0.0 0.0 k L v d1 DL= 0 DL= 0 H:W Ratio= 0.6 LL= 0 o LL= 0 2 W/H= 1.00 o O � 2 DL= 0 0 LL= 0.0 9.3 k L �- - y --- - R - d c.� DL= 0 H:W Ratio= 1.0 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 401 vi Q DL= 300.0 LL= "0.0 4.3k � .... v _ - - -- 3 - 'fir DL= 0 DL= 0 H:W Ratio= 0.6 LL= 0 M LL= 0 2 W/H = 1.00 o O DL= 300.0 440.0 2.1k -v _ I - - 2 - Ilr DL= DL= 0 H:W Ratio= 0.6 LL= 0 ih LL= 0 2 W/H = 1.00 ' M i r� Y 15.8' U. 15'(tYP) - 16.3' Material = Doug Fir Nailing= 0.148 inches � Page WL--9 o�S---- D C I Project No: Sheet No: E= n c I n E E R s Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line 1 QWMT: (Values Presented in Allowable S SW Combo 0.7pE Combo Factor = 0.7 E Level V 3 !2 1 Demand 400 plf 585 pif 676 pi_f SW Type W4 W3 W2 Capacity 460 plf 600 plf 770 plf % 87% 97% 88% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 102 ft-k 52.1 ft-k 50 ft-k 102 ft-k 3 200 ft-k 111.0 ft-k 89 ft-k 200 ft-k 3.15 k 3.15 k 7.84 k 7.84 k� 2 313 ft-k 169.9 ft-k 144 ft-k 313 ft-k 5.65 k 5.65 k 1 15.67 k 15.67 k __ 9.11 k 9.11 k 1 24.44 k 24.44 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 76 ft-k 50.7 ft-k 26 ft-k 76 ft-k 3 150 ft-k 151.5 ft-k -2 ft-k 150 ft-k 1.63 k 1.63 k 6.23 k 6.23 k 2 235 ft-k 252.4 ft-k -17 ft-k 235 ft-k -0.10 k -0.10 k 13.82 k 13.82 k 1 - -1.10 k -1.10 k 22.11 k 22.11 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left A Right Left I Right R 102 ft-k 23.2 ft-k 79 ft-k 102 ft-k 3 200 ft-k 49.5 ft-k 150 ft-k 200 ft-k 4.99 k 4.99 k 6.97 k 6.97 k 2 313 ft-k 75.8 ft-k 238 ft-k 313 ft-k 9.55 k 9.55 k 13.81 k 13.81 k 1 15.09 k 15.09 k 21.59 k 21.59 k Level _ 3 2 1 1 Hold Down _ _ _ 4.99 k 9.55 k 16.09 k _ Chord Force _ 7.84 k 15.67 k 24.44 k Hold Down _ MST60 HDU14 HD12 Capacity #N/A #N/A 6 k 14 k 16 k % #N/A #N/A 80% 70% 97% Page WL-30o165 �= DCI Project No: Sheet No: E n c I rl E E R S Project: Date: Park 77 - BLDG A & E 6/14116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-All MPUT: (input Lateral Loads with Ultlmebe Loads Directly from ASCE 7-1 O Analysis) Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 Practur 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k 1 I i i DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H= 1.00 o c DL= 0.0 LL= 0 0 0.0k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H= 1.00 o O DL= 78A LL! 131.3 0.0 k -._ v -.. T_ R I� U- DL= 0 H:W Ratio= 0.0 U DL= 0 LL= 0 2 W/H = 1.00 I_L= 0 b o � DL= 14TO LL= 210.0 6.0 k — - -= 3 DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 M LL= 0 2 W/H = 1.00 o O DJ�I = 147.0 LL 210.0 4.8 k --C 2 ri IDL= 0 DL= 0 H:W Ratio= 0.3 ILL= 0 b LL= 0 2 W/H= 1.00 � of o a - � Z 30.0' U. 10'(typ) 30.0' Material = Doug Fir Nailing= 0.148 inches �� I Page WL-3'1�-fi5 = Project No: Sheet No: E n C I n E E R s Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: g 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-Ai OUTPUT: alues Presented in Allowable Stress Design) SW Combo 0.6W Combo Factor = 0.6 W Level I 3 2 1 Demand 0 pif 121 plf _ 216 plf SW Type _ _ W6 W6 W6 Capacity _ _ 435 pif 435 plf 435 pif 0% 28% 1 50% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k aft-k -1 -k 0 ft-k 3 37 ft-k ft-k 37 ft-k -1.18 k -1.18 k 0.32 k 0.32 k 2 102 ft-k ft-k102 ft-k -3.69 k -3.69 k 2.56 k 2.56 k 1 -5.23 k -5.23 k 5.71 k 5.71 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment r Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 79.7 ft-k -80 ft-k 0 ft-k 3 28 ft-k 263.2 ft-k -235 ft-k 28 ft-k -2.66 k -2.66 k 0.71 k 0.71 k 2 77 ft-k 445.3 ft-k -369 ft-k 77 ft-k -7.84 k -7.84 k 1 3.27 k 3.27 k 1 -12.29 k -12.29 k 1 6.51 k 6.51 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Right Left Right Left ght - h R 0 ft-k 21.3 ft-k -21 ft-k 0 ft-k 3 37 ft-k 88.8 ft-k -51 ft-k 37 ft-k -0.71 k -0.71 k 0.19 k 0.19 k 2 102 ft-k 155.5 ft-k -53 ft-k 102 ft-k -1.72 k -1.72 k 2.04 k 2.04 k 1 -1.78 k -1.78 k 4.79 k 4.79 k Level 3 2 1 Hold Down 0.00 k 0.00 k _ 0.00 k Chord Force _ 0.71 k 3.27 k 6.51 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% Page WL-32 o ME D C I Project No: Sheet No: E n G I n E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: BY� 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-Al (Input Lateral Loads vAM Ultimate L ) Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 Pfacbr 1.0 Pt Lateral Force Uniform Load (pif) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= O 7 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 o G o x DL= 0.0 LL- 0.0 0.0 k L Y /r DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 � o o _ DL= 78.8 LL3 131.3 4.6k �- y - �� R v DL= 0 H:W Ratio= 0.5 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 vi G DL= 147.0 LL= 210.0 1.4k V i - - --= 3- 'ty a v DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 MI LL= 0 2W/H= 1.00 o CI DL= 147.0 LL= 210.0 w DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 b LL= 0 2 W/H = 1.00 z ` LL y 30.0' 10' (tYP) - 30.0' Material = Doug Fir Nailing= 0.148 inches Page WL-33 of 65 Project No: Sheet No: D C I E n c I rl E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-AI OUTPUT: (VaQW Presented In Allow i n) SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 ; 1 Demand 93 plf _ 120 plf 142 plf SW Type W6 W6 W6 Capacity _ 435 plf 435 plf _435 plf 21% 28% 1 33% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 44 ft-k 106.0 ft-k -62 ft-k 44 ft-k 3 81 ft-k 218.6 ft-k -138 ft-k 81 ft-k -2.08 k -2.08 k 2.40 k 2.40 k 2 123 ft-k 329.7 ft-k -206 ft-k 123 ft-k -4.59 k -4.59 k 4.64 k 4.64 k 1 -6.88 k -6.88 k 7.05 k 7.05 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 33 ft-k 150.2 ft-k -118 ft-k 33 ft-k 3 61 ft-k 333.8 ft-k -273 ft-k 61 ft-k -3.92 k -3.92 k 2.43 k 2.43 k 2 93 ft-k 515.8 ft-k -423 ft-k 93 ft-k -9.10 k -9.10 k 4.99 k 4.99 k 1 -14.11 k -14.11 k 7.67 k 7.67 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right LeF71 Right R 44 ft-k 63.6 ft-k -20 ft-k 44 ft-k 3 81 ft-k 131.2 ft-k -50 ft-k 81 ft-k -0.66 k -0.66 k 2.02 k 2.02 k 2 �ft-k 197.8 ft-k -74 ft-k 123 ft-k -1.68 k -1.68 k 1 3.86 k 3.86 k 1 -2.48 k -2.48 k 5.87 k 5.87 k Level 3 2 1 Hold Down 0.00 k 0.00 k _ 0.00 k Chord Force _ 2.43 k 4.99 k 7.67 k _ Hold Down CS16T CS16 LSTHDB(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% Page WL-34 of 65 - Project No: Sheet No: �l D C I E n c I n E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-B INPUT: (input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 Pleaor 1.0 Pt Lateral Force Uniform Load (pif) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam bads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 a o of = O 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 of LL= 0 2W/H = 1.00 0 0 o � OL= 78.8 LL- 13-1.3 0.0k v -- - R ' �- DL= 0 H:W Ratio= 0.0 _ U DL= 0 - - LL= 0 2 W/H= 1.00 LL= 0 c o � x DL= 147.0 5 LL 210.0 6.0k �.. _ .v _- -. - 3 DL= 0 - DL= 0 H:W Ratio= 1.0 LL= 0 z" LL= 0 2 W/H = 1.00 Cq c A DL= 147.0 LLs 210.0 4.8 k ® _ . ._v--.. .. __. 2 �y u. v DL= 0 DL= 0 H:W Ratio= 1.0 LL= 0 b LL= 0 2 W/H = 1.00 o a C;I = I 10.3' IL` v 10'(typ) - 10.3' Material= Doug Fir Nailing= 0.148 inches Page WL-35 of 65 - D C I Project No: Sheet No: E n c I rl E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-B OUTPUT: (V;UW Presented in Allowable Stress Desl n) SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 0 plf 353 plf 632 plf SW Type W6 W6 W4 Capacity 435 plf 435 pif 645 plf % 0% 81% 1 98% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 4.1 ft-k -4 ft-k 0 ft-k 3 37 ft-k 17.3 ft-k 20 ft-k 37 ft-k -0.40 k -0.40 k 0.32 k 0.32 k 2 102 ft-k 30.3 ft-k 72 ft-k 102 ft-k 1.96 k 1.96 k 4.96 k 4.96 k 1 - 7.02 k 7.02 k 12.27 k 12.27 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 0 ft-k 9.3 ft-k -9 ft-k 0 ft-k 3 28 ft-k 30.7 ft-k -3 ft-k 28 ft-k -0.91 k -0.91 k 0.71 k 0.71 k 2 77 ft-k 52.0 ft-k 25 ft-k 77 ft-k -0.26 k -0.26 k 5.07 k 5.07 k 1 2.41 k 2.41 k 11.43k 11.43k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 2.5 ft-k -2 ft-k 0 ft-k 3 37 ft-k 10.4 ft-k 27 ft-k 37 ft-k -0.24 k -0.24 k 0.19 k 0.19 k 2 102 ft-k 18.2 ft-k 84 ft-k 102 ft-k 2.63 k 2.63 k 4.44 k 4.44 k 1 8.20k 8.20k 11.35k 11.35k Level 3 2 1 J Hold Down _ 0.00 k 2.63 k 8.20 k Chord Force _ _ _ 0.71 k 5.07 k 12.27 k Hold Down CS16 MST48 HDU11 Capacity #N/A #N/A 2 k 4 k 10 k % #N/A #N/A 0% 68% 86% � Page WL-36 o m= DC1 Project No: Sheet No: E n c Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-C INPUT:(Input Lateral Loads with Wti>>m%Lows Directly*ow ASCE 7-10 Anallyids) Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 Pracw 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k �r DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 0 c G x DL= 0 0 LL= 0.0 0.0 k .1. V. 'rlr DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 o x DL= 78.8 LL= 131.3 0.0k V -- - R �. DL= 0 H:W Ratio= 0.0 s, DL= 0 LL= 0 2 W/H = 1.00 LL= 0 b o G o S DL= 147.0 LL= 210.0 1.2 k - y- ----- - r 3 f y DL= 0 DL= 0 H:W Ratio LL= 0 M LL= 0 2 W/H = 1.00 o O x _- DL= 147.0 LLB 210.0 1.0 k - V - - 2__ /I DL= 0 DL= 0 H:W Ratio= 1.1 LL= 0 b LL= 0 2W/H = 1.00 Ci x ` 0 t V 9.3' v 10'(tYp) 9.3' Material= Doug Fir Nailing= 0.148 inches � Page WL- of 55 D C I Project No: Sheet No: E n C I fl E E R S Project: Date: Park 77 - BLDG A & E 6114/16 Subject: By: 2012 IBC &ASCE 7-10 Stacked Shearwall Des ig n KA SW-C OUTPUT: (Values Presented in Allowable St ign) SW Combo 0.6W Combo Factor = 0.6 W Level - _ 3 2 1 Demand 0 plf _ 77 plf 141 pif SW Type _ W6 W6 W6 Capacity 435 pif 435 plf 435 plf % 0% 18% 1 32% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 0 ft-k 3.4 ft-k -3 ft-k 0 ft-k 3 7 ft-k 14.1 ft-k -7 ft-k 7 ft-k -0.36 k -0.36 k 0.32 k 0.32 k 2 20 ft-k 24.6 ft-k -4 ft-k 20 ft-k -0.73 k -0.73 k 2.11 k 2.11 k 1 -0.46 k -0.46 k 4.51 k 4.51 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 7.6 ft-k -8 ft-k 0 ft-k 3 5 ft-k 25.0 ft-k -20 ft-k 5 ft-k -0.82 k -0.82 k 0.71 k 0.71 k 2 15 ft-k 42.3 ft-k -27 ft-k 15 ft-k -2.11 k -2.11 k 2.93 k 2.93 k 1 -- - - -2.92 k -2.92 k 5.61 k 5.61 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k_ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 0 ft-k 2.0 ft-k -2 ft-k 0 ft-k 3 7 ft-k 8.4 ft-k -1 ft-k 7 ft-k -0.22 k -0.22 k 0.19 k 0.19 k 2 20 ft-k 14.8 ft-k E ft-k 20 ft-k -0.12 k -0.12 k 1 1.58 k 1.58 k 1 0.60 k 0.60 k 3.58 k 3.58 k Level 3 2 1 Hold Down 0.00 k 0.00 k 0.60 k Chord Force 0.71 k _ 2.93 k 5.61 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 1 37% omm Page WL-38 of 65 D C I Project No: Sheet No: E n c I rl E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW 2 T: (input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Alnalpsls) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Plecmr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (Ibs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k I i I i i A DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 c 11 0 2W/H = 1.00 o p � T DL= 0.0 LL= 0.0 0.0 k V. DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 c LL= 0 2 W/H = 1.00 c G Y DL=10.0 LL= 0.0 12.8k R - �r DL= 0 H:W Ratio= 0.7 DL= 0 LL= 0 2 W/H = 1.00 LL= 0Ui - m DL= 300.0 LL+�440.0 5.9 k - y- -- --- - 3 DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 M LL= 0 2W/H = 1.00 o G � F Y DL 300.0 440.0 2.9 k - 2 - t DL= DL= 0 H:W Ratio= 0.5 LL= 0 i~, LL= 0 2 W/H = 1.00 � eh o = , V- 21.5' v 1 1.5' (tYp) 4-j 22.0' Material= Doug Fir Nailing= 0.148 inches Page WL-�oT6S D C I � Project No: Sheet No: E n C I fl E E R S Project: Date: Park 77 - BLDG A & E 1 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW 2 tJT: (Values Presented in Allowable SW Combo 0.7pE Combo Factor = 0.7 E Level - - --- 3 - 2 - 1 -- Demand 409 plf 598 pif _ 691 plf _ SW Type _ W4 W3_ W2 Capacity 460 pif 600 pif 770 pif 89% 100% 90% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7oE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 141 ft-k 95.5 ft-k 45 ft-k 141 ft-k 3 1 277 ft-k 203.5 ft-k 73 ft-k 277 ft-k 2.11 k 2.11 k 7.98 k 7.98 k 2 434 ft-k 311.5 ft-k 122 ft-k 434 ft-k 3.40 k 3.40 k 15.94 k 15.94 k 1 _ _ 5.69 k 5.69 k 24.87 k 24.87 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SIDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 106 ft-k 92.9 ft-k 13 ft-k 106 ft-k 3 208 ft-k 277.8 ft-k -70 ft-k 208 ft-k 0.59 k 0.59 k 6.34 k 6.34 k 2 325 ft-k 462.6 ft-k -137 ft-k 325 ft-k 1 -3.27 k -3.27 k 14.02 k 14.02 k 1 {- -6.39 k -6.39 k 22.43 k 22.43 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 141 ft-k 42.6 ft-k 98 ft-k 141 ft-k 3 277 ft-k 90.8 ft-k 186 ft-k 277 ft-k 4.57 k 4.57 k 7.11 k 7.11 k 2 434 ft-k 139.0 ft-k 295 ft-k 434 ft-k 8.65 k 8.65 k 44.08 k 14.08 k 1 13.71k 13.71k 22.01k 22.01k Level 3 2 1 Hold Down _ 4.57 k 8.65 k 13.71 k Chord Force 7.98 k 15.94 k 24.87 k Hold Down _ MST60 CMST12 HD12 Capacity #N/A #N/A 6 k 9 k 16 k #N/A #N/A 74% 94% 88% Page WL--40-o-f 65 D C I Project No: Sheet No: E n C I rl E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW LINE 3 (6nput L SIWM Loads Loads 7-10 M*sie) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Proctor 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 c LL= 0 2 W/H = 1.00 c 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 LL= 0 2 W/H = 1.00 DL= 0 0 LL= 0.0 6.0k Li I v. - - - R A DL= 0 H:W Ratio= 0.4 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 LO O DI-= 300.0 LL= 440.0 2.8 k < y - -�-- -- 3 4! u DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 LL= 0 2 W/H = 1.00 o DL= 300.0 LL= 440.0 1.4 k u. v DL= DL= 0 H:W Ratio= 0.3 LL= 0 LL= 0 2 W/H = 1.00 Ci o n 35.0' v IT(tYP) 35.5' Material= Doug Fir Nailing= 0.148 inches Page WL-41 of 65 s D C I Project No: Sheet No: E n C. I Il E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW LINE 3 OUTPUT: (Va i SW Cornbo 0.7pE Combo Factor = 0.7 E Level 3 2 1 Demand _ 119 PIF 174 plf 201 plf SW Type _ W6 W6 W6 Capacity 310 pif 310 plf 310 pif % 38% 1 56% 65% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 66 ft-k 248.7 ft-k -182 ft-k 66 ft-k 3 130 ft-k 529.8 ft-k -400 ft-k 130 ft-k -5.21 k -5.21 k 3.44 k 3.44 k 2 204 ft-k 811.0 ft-k -607 ft-k 204 ft-k -11.42 k -11.42 k 7.03 k 7.03 k 1 - - -17.34 k -17.34 k 10.89 k 10.89 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 50 ft-k 241.8 ft-k -192 ft-k 50 ft-k 3 98 ft-k 723.2 ft-k -626 ft-k 98 ft-k -5.49 k -5.49 k 2.93 k 2.93 k 2 153 ft-k 1204.E ft-k -1052 ft-k 153 ft-k 1 -17.87 k -17.87 k 7.34 k 7.34 k 1 -30.05 k -30.05 k 11.96 k 11.96 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 66 ft-k 110.9 ft-k -45 ft-k 66 ft-k 3 130 ft-k 236.4 ft-k -106 ft-k 130 ft-k -1.28 k -1.28 k 2.57 k 2.57 k 2 204 ft-k 361.8 ft-k -158 ft-k 1 204 ft-k -3.03 k -3.03 k 5.17 k 5.17 k 1 -4.51 k -4.51 k 8.04 k 8.04 k Level 3 2 _ 1 Hold Down 0.00 k 0.00 k 0.00 k Chord Force _ _ 3."k 7.34 k 11.96 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% mmm Page WL-42 of 65 D C I Project No: Sheet No: E n c I n E E R S Project: Date: Park 77 - MODEL B & D 6114/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW1 INPUT: (Input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 Pracwr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(rlght) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 o � c x DL= 0.0 LL= 0.0 0.0 k E - ..v t� DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 0 o G x DL= 26.6 LL 313 3.1 k `v R J DL= 0 H:W Ratio= 1.4 DL= 0 LL= 0 2W/H = 1.00 LL= 0 ui p DL= 37.2 LL= 53.2 4.4 k 3 -� a DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 M LL= 0 2 W/H = 1.00 o � DL= 37.2 LL= 53.2 3.5 k �— y-- — - - 2 - - w U DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 b LL= 0 2 W/H = 1.00 L — ASO � o 0 0 11.01 U. (tyP) I-- - - 11.0' Material= Doug Fir Nailing= 0.148 inches Page WL-43 of 65 D C I � Project No: Sheet No: E F-I C I fl E E R s Project: Date: Park 77 - MODEL B & D 6/14116 Subject: g Y: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW1 MEWL. (VdILPresentiid in AI SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand _ 169 pif 409 pif 600 plf SW Type W6 W6 W4 Capacity 435 pif 435 plf 645 pif % - - - 39% 94% 93% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 29 ft-k 11.1 ft-k 18 ft-k 29 ft-k 3 76 ft-k 19.6 ft-k 56 ft-k 76 ft-k 1.64 k 1.64 k 3.38 k 3.38 k 2 142 ft-k 27.9 ft-k 114 ft-k 142 ft-k 5.09 k 5.09 k 8.17 k 8.17 k 1 -= 10.34k 10.34k 14.72k 14.72k - 3 Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 22 ft-k 12.6 ft-k 9 ft-k 22 ft-k 3 57 ft-k 23.5 ft-k 33 ft-k 57 ft-k 0.84 k 0.84 k 2.82 k 2.82 k 2 106 ft-k 34.2 ft-k 72 ft-k 106 ft-k 3.02 k 3.02 k 6.71 k 6.71 k 1 6.54k 6.54k 11.92k 11.92k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 29 ft-k 6.7 ft-k 22 ft-k 29 ft-k 3 76 ft-k 11.8 ft-k 64 ft-k 76 ft-k 2.04 k 2.04 k 3.09 k 3.09 k 2 142 ft-k 16.7 ft-k 125 ft-k 142 ft-k 5.81 k 5.81 k 7.65 k 7.65 k 1 11.35k 11.35k 13.98k 13.98k Level _ 3 2 1 Hold Down 2.04 k 5.81 k 11.35 k Chord Force 3.38 k 8.17 k 14.72 k _ Hold Down _ CS14 MST60 HDU14 Capacity #N/A #N/A 3 k 6 k 14 k % #N/A #N/A 82% 94% 83% m Page WL-44 of 15D C I — Project No: Sheet No: E n c I rl E E R S Project: Date: Park 77 - Model B & D 6114/16 Subject: IBy: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW2,3, &4 UT: (Input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 practor 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam bads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H= 1.00 o Ia z DL= 0 0 Lt.= 0.0 0.0 k y r DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 0l LL= 0 2W/H = 1.00 0 0 DL= 26.6 LL* 33.3 3.5 k �- - y--- ----- - --- R A; LLJ U DL= 0 H:W Ratio= 0.9 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 ui C x DL= 37.2 LL- 53.2 5.0k �. _ :� - -- - 3 A .. LL - / v DL= 0 DL= 0 H:W Ratio= 0.6 LL= 0 M LL= 0 2 W/H = 1.00 o Q DL= 37.2 LL= 53.2 4.0 k - v- - -- -- - -- - 2 LL U DI-= 0 DL= 0 H:W Ratio= 0.6 Lt-= 0 0l LL= 0 2W/H = 1.00 o o � 2 16.T LL U 10'(typ) - -- - 16.7' - - Material = Doug Fir Nailing= 0.146 inches Page WL-45 of 65 - D = I Project No: Sheet No: Enc. inEEr� s Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW2, 3, &4 OUTPUT: (Values P in Ail SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 125 plf 304 plf 447 plf _ SW Type W6 W6 W4 Capacity 435 plf 435 plf 645 plf % 29% 709/6 1 69% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient- 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 33 ft-k 25.5 ft-k 7 ft-k 33 ft-k 3 85 ft-k 45.0 ft-k 40 ft-k 85 ft-k 0.43 k 0.43 k 2.69 k 2.69 k 2 160 ft-k 64.1 ft-k 96 ft-k 160 ft-k 2.40 k 2.40 k 6.40 k 6.40 k 1 5.73 k 5.73 k 11.42 k 11.42 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left i Right R 24 ft-k 28.9 ft-k -4 ft-k 24 ft-k 3 64 ft-k 54.0 ft-k 10 ft-k 64 ft-k -0.27 k -0.27 k 2.30 k 2.30 k 2 120 ft-k 78.6 ft-k 41 ft-k 1 120 ft-k 0.59 k 0.59 k 5.38 k 5.38 k 1 2.46k 2.46k 1 9.44k 9.44k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 33 ft-k 15.3 ft-k 17 ft-k 33 ft-k 3 85 ft-k 27.0 ft-k 58 ft-k 85 ft-k 1.04 k 1.04 k 2.40 k 2.40 k 2 160 ft-k 38.4 ft-k 121 ft-k 160 ft-k 3.48 k 3.48 k 5.88 k 5.88 k 1 7.27k 7.27k 10.68k 10.68k Level 3 2 7 Hold Down _ 1.04 k 3.48 k 7.27 k Chord Force 2.69 k 6.40 k 11.42 k _ Hold Down CS16 MST48 HDU8 Capacity #N/A #N/A 2 k 4 k 8 k % #N/A #N/A 61% 89% 92% Page WL-46 of 65 D C I Project No: Sheet No: E n c I n E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW line A INPUT: (input Lateral Loads with ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.760 Practor 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 y DL= 0 H:W Ratio= 0.4 LL= 0 o LL= 0 2 W/H = 1.00 o O DL= 0.0 LL= 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 o LL= 0 2 W/H= 1.00 o lC 4- T DI= 0.0 Ll.= 0.0 13.1k V— _. — R 1 , DL= 0 H:W Ratio= 0.6 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 m Ui DL= 300.0 440.0 5.9 k i --w Alv_ _ _ 3 DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 inn LL= 0 2 W/H= 1.00 o C DL= 300.0 LL= 440.0 2.9 k 1y - 2 � DL= DL= 0 H:W Ratio= 0.4 LL= 0 M LL= 0 2 W/H = 1.00 tM O _ — t 24.5' 1.5,(typ) 25.0' Material= Doug Fir Nailing= 0.148 inches mmol Page WL-47 of 65 - D C I Project No: Sheet No: E n C I n E E R s Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC &ASCE 7-10 Stacked Shearwall Design KA I.D.: SW line A OUTPUT: (Values Prese n SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand 478 pif 694 plf 801 plf SW Type W3 W2 -- 2W4 Capacity 600 pif 770 pif 920 plf % 80% 90% 87% Load Combination (1 +0.14 SDS)"D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7oE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 187 ft-k 123.3 ft-k 64 ft-k 187 ft-k 3 366 ft-k 262.8 ft-k 104 ft-k 366 ft-k 2.60 k 2.60 k 9.06 k 9.06 k 2 573 ft-k 402.2 ft-k 171 ft-k 573 ft-k 4.23 k 4.23 k 18.02 k 18.02 k 1 - 6.98 k 6.98 k 28.07 k 28.07 k Load Combination (1 +0.10 SDS)"D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left l Right R 140 ft-k 119.9 ft-k 20 ft-k 140 ft-k 3 275 ft-k 358.7 ft-k -84 ft-k 275 ft-k 0.83 k 0.83 k 7.15 k 7.15 k 2 430 ft-k 597.4 ft-k -168 ft-k 1 430 ft-k -3.43 k -3.43 k 15.58 k 15.58 k 1 -6.84 k -6.84 k 24.84 k 24.84 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 187 ft-k 55.0 ft-k 132 ft-k 187 ft-k 3 366 ft-k 117.2 ft-k 249 ft-k 1 366 ft-k 5.39 k 5.39 k 8.19 k 8.19 k 2 573 ft-k 179.4 ft-k 394 ft-k 573 ft-k 10.17 k 10.17 k 16.15 k 16.15 k 1 16.07 k 16.07 k 25.22 k 25.22 k Level 3 2 1 Hold Down 5.39 k 10.17 k 16.07 k Chord Force 9.06 k 18.02 k 28.07 k Hold Down MST60 HDU14 HD19 Capacity #N/A #N/A 6 k 14 k 19 k % #N/A #N/A 87% 6 75% 85% � Page WL- of 65 mI Project No: Sheet No: E n c. I n E E R S Project: Date: Park 77 - Model B $ D I 6/14/16 Subject: BY: 2012 IBC $ ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line B INPUT: (input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Plector 1.0 Pt Lateral Force Uniform Load (plf) Point Load (Ibs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k I �r DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 0 LL= 0 2W/H = 1.00 o p DL= 0.0 0.0 0.0k = - v- dr DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 c LL= 0 2 W/H = 1.00 o O � T - OL= 160.0 LLs 420.0 J t DL= 0 H:W Ratio= 0.6 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 Lei � DL= 160.0 LL= 420.0 8.0 k y -- - - - 3 it LL U DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 LL= 0 2 W/H = 1.00 o Q x -- -= DL= 160.0 LL= 420.0 4.0 k -v - —4-- 2 xJ U DL= DL= 0 H:W Ratio= 0.4 LL= 0 in LL= 0 2 W/H = 1.00 c CiI x f V 25.5' U- - lr Z.5'(tYp) 26.0' Material= Doug Fir Nailing= 0.148 inches Page WL-49 of 65 D C I Project No: Sheet No: E n c I I1 E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line B OUTPUT: (Values Presented in Alto n) SW Combo 0.7pE Combo Factor = 0.7 E Level 3 2 1 Demand 4.94 pif 710 pif 817 plf SW Type W3 W2 2W4 Capacity 600 pif 770 pif 920 pif % 82% 1 92% 1 89% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7QE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left j Right R 201 ft-k 193.2 ft-k 8 ft-k 201 ft-k 3 392 ft-k 291.7 ft-k 100 ft-k 392 ft-k 0.32 k 0.32 k 10.03 k 10.03 k 2 611 ft-k 390.2 ft-k 221 ft-k 611 ft-k 3.94 k 3.94 k 18.53 k 18.53 k 1 -- ---_ 8.68 k 8.68 k 28.13 k 28.13 k Load Combination (1 +0.10 SDS)`D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525vE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 151 ft-k 294.4 ft-k -143 ft-k 151 ft-k 3 294 ft-k 496.6 ft-k -203 ft-k 294 ft-k -5.62 k -5.62 k 9.29 k 9.29 k 2 459 ft-k 698.8 ft-k -240 ft-k 459 ft-k 1 -7.94 k -7.94 k 17.19 k 17.19 k -9.42 k 25.91 k 25.91 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7vE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 201 ft-k 86.2 ft-k 115 ft-k 201 ft-k 3 392 ft-k 130.1 ft-k 262 ft-k 392 ft-k 4.52 k 4.52 k 8.77 k 8.77 k 2 611 ft-k 174.1 ft-k 437 ft-k 1 611 ft-k 10.27 k 10.27 k 16.62 k 16.62 k 1 17.15k 17.15k 25.58k 25.58k Level 3 2 1 Hold Down 4.52 k 10.27 k 17.15 k Chord Force _ 10.03 k 18.53 k 28.13 k Hold Down MST60 HDU14 HD19 Capacity #N/A #N/A 6 k 14 k 19 k % #N/A #N/A 1 73% 76% 1 90% mmm Page WL-50 of 65 D C I Project No: Sheet No: E n C I n E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line C iRF—F (Input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.635 Pfacmr 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k ,l DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 0 LL= 0 2 W/H = 1.00 o p DL= 0.0 LL= OA1 0.0 k DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 c LL= 0 2 W/H = 1.00 DL= 160.0 LL- 420.0 9.8 k < v - R ti u DL= 0 H:W Ratio= 0.6 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 �I p � I = DL= 160 0 LL= 420.0 4.5k v . _ - 3 —� DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 �, LL= 0 2 W/H = 1.00 o C DL= 160.0 LL= 420.0 2.0 k I �- V — 2 t� DL= DL= 0 H:W Ratio= 0.4 LL= 0 ih LL= 0 2 W/H = 1.00 � M x 1 ` 25.2' u 3.5'(tyP) f- 25.7' - Material= Doug Fir Nailing = 0.148 inches Page WL-51 of 65 =� DCI Project No: Sheet No: g n c. I rl E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line C OUTPUT: (Va Presented in Allowable St i SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand 347 pif 507 plf _ 578 pif SW Type W4 W3 W3 Capacity 460 pif 600 pif 600 pif % 76% 1 84% 1 96% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.09 Seismic Coefficient 0.7QE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 140 ft-k 185.4 ft-k -46 ft-k 140 ft-k 3 274 ft-k 279.8 ft-k -6 ft-k 274 ft-k -1.81 k -1.81 k 7.69 k 7.69 k 2 427 ft-k 374.3 ft-k 53 ft-k 1 427 ft-k -0.23 k -0.23 k 14.08 k 14.08 k 1 2.11k 2.11k 1 21.19k 21.19k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.06 Seismic Coefficient 0.525aE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left 1 Right R 105 ft-k 284.8 ft-k -180 ft-k 105 ft-k 3 206 ft-k 480.9 ft-k -275 ft-k 206 ft-k -7.15 k -7.15 k 7.54 k 7.54 k 2 321 ft-k 676.9 ft-k -356 ft-k 321 ft-k I -10.94 k -10.94 k 13.85 k 13.85 k -14.16 k 20.71 k 20.71 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SIDS 0.51 Seismic Coefficient 0.7oE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left ' Right R 140 ft-k 87.0 ft-k 53 ft-k 140 ft-k 3 274 ft-k 131.3 ft-k 143 ft-k 274 ft-k 2.10 k 2.10 k 6.50 k 6.50 k 2 427 ft-k 175.7 ft-k 252 ft-k 427 ft-k 5.67 k 5.67 k 12.28 k 12.28 k 1 10.00 k 10.00 k 18.78 k 18.78 k Level 3 2 1 Hold Down 2.10 k 5.67 k _ _10.00 k Chord Force _ 7.69 k 14.08 k 21.19 k Hold Down CS14 MST60 HDU14 Capacity #N/A #N/A 3 k _ 6 k 14 k % #N/A #N/A 84% 92% 74% mmm Page WL-52 of 65D C I - Project No: Sheet No: E n c I n E E R S (Project: Date: Park 77 - BLDG C 6114/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line B INPUT: (input Lateral Loads with UIt1mte Loads Directly from ASCE 740 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.3 SIDS 0.760 Practor 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 o C o = DL= 0.0 LL= 0.0 r--- -1. _ 0.0 k v DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 o C o Z DL= 78.8 _� LL= 131.3 29.1 k Lt - y - R DL= 0 H:W Ratio= 0.3 DL= 0 LL= 0 2W/H = 1.00 LL= 0 c, I Qc DL= 147.0 LL= 210.0 14.3 k Ti- 3I DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 M' LL= 0 2 W/H = 1.00 _ - DL= 147.0 LL= 210.0 7.0 k I -tV - - 2 DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 0 LL= 0 2 W/H = 1.00 � o o t --V 41.8' U. V 41.8' Material = Doug Fir Nailing= 0.148 inches Page WL-33 o Z5- Project No: Sheet No: D C I E nEinEEl� s Project: Date: Park 77 - BLDG C 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line B OUTPUT: (Values Presented ! s i n) SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand 634 plf 944 plf 1097 plf SW Type W4 2W3 2W3 Capacity 645 plf 1200 pif 1200 plf % 98% 79% 91% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE_ 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 345 ft-k 202.1 ft-k 143 ft-k 345 ft-k 3 753 ft-k 444.3 ft-k 308 ft-k 753 ft-k 3.41 k 3.41 k 9.16 k 9.16 k 2 1212 ft-k 683.4 ft-k 528 ft-k 1212 ft-k 1 7.37 k 7.37 k 20.03 k 20.03 k 1 --- - -- - J 12.63 k 12.63 k 32.09 k 32.09 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525QE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 259 ft-k 282.6 ft-k -24 ft-k 259 ft-k 3 565 ft-k 656.0 ft-k -92 ft-k 565 ft-k -0.58 k -0.58 k 7.47 k 7.47 k 2 909 ft-k 1026.4 ft-k -118 ft-k 909 ft-k -2.19 k -2.19 k 16.50 k 16.50 k 1 -2.81 k -2.81 k 2 3.42 k 26.42 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 345 ft-k 90.1 ft-k 255 ft-k 345 ft-k 3 753 ft-k 198.2 ft-k 554 ft-k 753 ft-k 6.09 k 6.09 k 8.65 k 8.65 k 2 1212 ft-k 304.9 ft-k 907 ft-k 1212 ft-k 1 13.26 k 13.26 k 18.90 k 18.90 k 1 21.68 k 21.68 k 30.36 k 30.36 k Level 3 2 1 Hold Down _ 6.09 k 13.26 k 21.68 k Chord Force _ _ _ 9.16 k 20.03 k 32.09 k Hold Down MST60 HDU14 (2)HDU14 Capacity #N/A #N/A 6 k 14 k 27 k % #N/A #N/A 98% 1 97% 80% Page WL-54-of 65 D C I Project No: Sheet No: E n c I rl E E R S Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC &ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 INPUT: (Input Lateral Loads with Uftimate Loads Directly from ASIDE 7-10 Analysts) Wall self weight 10.0 psf WIND rho 1.0 SDS 0.760 Plaamr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 o LL= 0 2 W/H= 1.00 DL= 0 0 LLB 0.0 0.0 k V - DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 0 LL= 0 2 W/H = 1.00 of p � s DL= 200.0 IL, 100.0 13.1k - y - _ R -� DL= 0 H:W Ratio= 0.3 u DL= 0 LL= 0 2W/H = 1.00 LL= 0 0 DL= 300.0 LL= "0.0 4.8 k •c- --y - _ U- 3—& U DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 LL= 0 2 W/H = 1.00 o DL= 300.0 LL= 44-0.0 V. DL= DL= 0 H:W Ratio= 0.2 LL= 0 ih LL= 0 2 W/H= 1.00 14 M � 2 LL 1 46.0' v 15'(typ) 46.5' - - Material= Doug Fir Nailing= 0.148 inches Page WL-55 of 65 D C I � Project No: Sheet No: 1= ncinECRs Project: Date: Park 77 6114/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 OUTPUT: (Values Presented in Allowable Stress Design SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 169 plf 232 plf _ 262 plf SW Type W6 W6 _ W6 Capacity 310 plf 310 plf 310 pif % 55% 75% 85% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60_ Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left [ Right R 102 ft-k 573.0 ft-k -471 ft-k 102 ft-k 3 214 ft-k j 1009.0 ft-k j -795 ft-k 214 ft-k -10.23 k -10.23 k 4.32 k 4.32 k 2 340 ft-k 1445.0 ft-k -1105 ft-k 340 ft-k -17.29 k -17.29 k 8.33 k 8.33 k 1 -- _ - --- _ -24.03 k -24.03 k 12.65 k 12.65 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 77 ft-k 654.1 ft-k -577 ft-k 77 ft-k 3 160 ft-k 1446.9 ft-k -1287 ft-k 160 ft-k -12.55 k -12.55 k 4.07 k 4.07 k 2 255 ft-k 2239.7 ft-k -1985 ft-k 255 ft-k I -27.97 k -27.97 k 8.80 k 8.80 k 1 -43.15 k -43.15 k 13.77 k 13.77 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 102 ft-k 343.8 ft-k -241 ft-k 102 ft-k 3 214 ft-k 605.4 ft-k -392 ft-k 214 ft-k -5.25 k -5.25 k 3.47 k 3.47 k 2 340 ft-k 867.0 ft-k -527 ft-k 340 ft-k -8.52 k -8.52 k 6.83 k 6.83 k 1 -11.46 k -11.46 k 10.51 k 10.51 k Level 3 2 1 Hold Down _ _ 0.00 k 0.00 k 0.00 k Chord Force _ 4.32 k 8.80 k 13.77 k Hold Down _ CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% OMM Page WL-56 of 55 Project No: Sheet No: D C I E n c. I rl E E R S Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 INPUT: (input Lateral Loads with Ul imate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf WIND rho 1.0 SDS 0.760 Pfactor 1.0 Pt Lateral Force Uniform Load (plf) Point Load (Ibs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k b t� DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 0 LL= 0 2 W/H = 1.00 o p I DL= 0,0 LL= 0.0 0.0 k I -- y --. -— W v DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 cl LL= 0 2W/H= 1.00 o O DL= 200.0 LLT1100.0 8.5k �- v._ ._ - �. R '} DL= 0 H:W Ratio= 0.4 � v DL= 0 LL= 0 2 W/H= 1.00 LL= 0 c �I s DL= 300.0 LLB 440.0 8.6 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 M LL= 0 2 W/H = 1.00 o G ' DL= 300.0 LL= 440.0 6.7 k - a 2 t� DL= DL= 0 H:W Ratio= 0.3 LL= 0 LL= 0 2 W/H= 1.00 i 31.5' 15'(typ) ol—I - - - - 0. 32.0' Material= Doug Fir Nailing= 0.148 inches Page WL-51 of 65 D CI Project No: Sheet No: c- nc. inEEras Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 TPUT: (Values Presented in Allowable Stress Design) SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 1 Demand 160 plf 322 plf 447 plf SW Type _ W6 _ W4 W4 Capacity 310 plf 460 plf 460 plf % 51% 70% 97% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left ,I Right Left Right R 66 ft-k 271.4 ft-k -205 ft-k 66 ft-k 3 173 ft-k 477.8 ft-k -305 ft-k 173 ft-k -6.51 k -6.51 k 4.19 k 4.19 k 2 321 ft-k 684.3 ft-k -364 ft-k 321 ft-k -9.69 k -9.69 k 9.13 k 9.13 k 1 -- � _ -11.55 k -11.55 k 15.36 k 15.36 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left 1 Right Left I Right R 50 ft-k 309.8 ft-k -260 ft-k 50 ft-k 3 130 ft-k 685.2 ft-k -556 ft-k 130 ft-k -8.25 k -8.25 k 3.98 k 3.98 k 2 240 ft-k 1060.7 ft-k -820 ft-k 240 ft-k -17.64 k -17.64 k 9.40 k 9.40 k 1 -26.04 k -26.04 k 15.80 k 15.80 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left L Right R 66 ft-k 162.8 ft-k -96 ft-k 66 ft-k 3 173 ft-k 286.7 ft-k -114 ft-k 173 ft-k -3.06 k -3.06 k 3.35 k 3.35 k 2 321 ft-k 410.6 ft-k -90 ft-k 321 ft-k -3.62 k -3.62 k 7.64 k 7.64 k 1 -2.86 k -2.86 k 13.23 k 13.23 k Level 3 2 1 J Hold Down 0.00 k 0.00 k 0.00 k Chord Force 4.19 k 9.40 k 15.80 k Hold Down _ CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% Page WL-5$ of 65- D C I Project No: Sheet No: E n G I rl E E R S Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 INPUT: (Input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf WIND rho 1.0 SDS 0.760 Pfedbr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 LL= 0 2 W/H = 1.00 x DL= 0.0 LL= 0.0 0.0 k V I u. '�Ir' U DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 0 LL= 0 2 W/H = 1.00 of G DL= 200.0 ( LL= 100.0 4.5 k -V - - - R tr DL= 0 H:W Ratio= 0.5 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 M - � o P .T. DL= 300.0 440.0 6.1 k i " 3 DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 M LL= 0 2 W/H = 1.00 o G DL= 300.0 LLB 440.0 4.7 k -- y - 2 DL= DL= 0 H:W Ratio= 0.4 LL= 0 iy LL= 0 2 W/H = 1.00 ' M r Z 28.5' LL - - - U 1.5'(tyP) 4. 4 29.0' Material = Doug Fir Nailing= 0.148 inches _� Page WL-39o�5 = I Project No: Sheet No: E n c I n E E R s Project: Date: Park 77 6/14116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwali Design KA I.D.: SW Grid C-7 OUTPUT: (Values Presented in Allopble Sgoolpsig SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 94 plf 219 plf 317 plf SW Type W6 W6 _ W4 Capacity 310 pif 310 plf 460 plf % 30% 71% 69% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 36 ft-k 224.3 ft-k -188 ft-k 36 ft-k 3 102 ft-k 393.8 ft-k -292 ft-k 102 ft-k -6.60 k -6.60 k 3.38 k 3.38 k 2 197 ft-k 563.4 ft-k -367 ft-k 197 ft-k -10.25 k -10.25 k 7.26 k 7.26 k 1 --- -12.86 k -12.86 k 12.15 k 12.15 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment i Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left J Right R 27 ft-k 255.8 ft-k -229 ft-k 27 ft-k 3 76 ft-k 564.1 ft-k -488 ft-k 76 ft-k -8.02 k -8.02 k 3.37 k 3.37 k 2 148 ft-k 872.5 ft-k -725 ft-k 148 ft-k -17.11 k -17.11 k 8.00 k 8.00 k 1 -25.43 k -25.43 k 13.39 k 13.39 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 36 ft-k 134.6 ft-k -98 ft-k 36 ft-k 3 102 ft-k 236.3 ft-k -134 ft-k 102 ft-k -3.45 k -3.45 k 2.53 k 2.53 k 2 197 ft-k 338.1 ft-k 7141 ft-k 197 ft-k -4.72 k -4.72 k 5.76 k 5.76 k 1 -4.96 k 10.00 k 10.00 k Level - ---- ^3 2 -- - 1 Hold Down 0.00 k 0.00 k 0.00 k _ Chord Force 3.38 k 8.00 k 13.39 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% w Page WL-60 of Sv D C I Project No: Sheet No: E rl c I rl E E R S Project: Date: Park 77 6/14116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 INPUT:(Input lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf WIND rho 1.0 SDS 0.760 Ptactor 1.0 Pt Lateral Force Uniform Load Of) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k r DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 c LL= 0 2 W/H = 1.00 0 0 z D 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 o LL= 0 2 W/H= 1.00 o C r * , Dl='200.0 LL= 100.0 O.Ok v_ _ - - R DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 0 o � o = DL= 300.0 440.0 3.0 k 3 - DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 LL= 0 2 W/H = 1.00 o O DL= 300.0 LL= 440.0 2.3 k I �.__ Y___ 2 U DL= I DL= 0 H:W Ratio= 0.9 LL= 0 i.) LL= 0 2 W/H = 1.00 10.5' U- t� 15' (typ) 11.0' Material= Doug Fir Nailing= 0.148 inches MMM Page WL-51 of 65 - D I Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 6/14/16 Subject: gy: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 OUTPUT: (ValueqAIJJftt20EMble Stress Desl n) - SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand _ _ 0 pif 161 pif _286 pif SW Type _ W6 W6 W6 Capacity 310 pif 310 pif 310 pif % 0% 52% 92% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left J Right Left Right R 0 ft-k 24.2 ft-k -24 ft-k 0 ft-k 3 18 ft-k 48.6 ft-k -30 ft-k 18 ft-k -2.30 k -2.30 k 1.60 k 1.60 k 2 51 ft-k 73.0 ft-k -22 ft-k 51 ft-k -2.89 k -2.89 k 4.88 k 4.88 k 1 -- -- -2.12 k -2.12 k 9.44 k 9.44 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 28.7 ft-k -29 ft-k 0 ft-k 3 14 ft-k 73.1 ft-k -59 ft-k 14 ft-k -2.74 k -2.74 k 1.90 k 1.90 k 2 38 ft-k 117.5 ft-k -79 ft-k 38 ft-k -5.66 k -5.66 k 6.08 k 6.08 k 1 -7.56 k -7.56 k 11.23 k 11.23 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 14.5 ft-k -15 ft-k 0 ft-k 3 18 ft-k 29.2 ft-k -11 ft-k 18 ft-k -1.38 k -1.38 k 0.96 k 0.96 k 2 51 ft-k 43.8 ft-k 7 ft-k 51 ft-k -1.04 k -1.04 k 3.59 k 3.59 k 1 0.66k 0.66k 7.51k 7.51k Level 3 2 1 Hold Down 0.00 k 0.00 k 0.66 k Chord Force W 1.90 k 6.08 k 11.23 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 41% O Page WL-6z of 65 D C I Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - BLDG C 6/14/16 Subject: By 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line A INPUT:(input Lateral Loads with Ultimate Loads Directly from ASCE 7-10 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.760 Precw 1.3 Pt Lateral Force Uniform Load (pif) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k I I i DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H= 1.00 0 0 o = DL= 0.0 LL= 0.0 DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 o � o S DL= 78.8 LL= 131.3 15.9k ... v - - . R DL= 0 H:W Ratio= 0.5 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 0 ri p Dl 147.0 LL=210.0 8.6 k - 3 n DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 M LL= 0 2 W/H= 1.00 o G DL= 147.0 LL= 210.0 4.2 k - V— 2 / DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 b LL= 0 2 W/H = 1.00 � o o 1 28.5' 10'(typ) _ 28.5' Material = Doug Fir Nailing= 0.148 inches Page WL-63 or 65 - D I Project No: Sheet No: E n c I I-1 E E R S Project: Date: Park 77 - BLDG C 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line A IQUTPUT: (VaWp Presen MWIML. SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand _ 509 pif 783 plf _ 918 pif SW Type _ W4 W3 _ W2 Capacity 645 pif 840 pif 1078 pif % 79% 1 93% 85% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left L Right Left Right- R. 188 ft-k 93.8 ft-k 95 ft-k 188 ft-k 3 419 ft-k _ 206.3 ft-k 213 ft-k 419 ft-k 3.32 k 3.32 k 7.54 k 7.54 k 2 681 ft-k 317.3 ft-k 363 ft-k 681 ft-k 7.46 k 7.46 k 16.73 k 16.73 k 1 - __ - --- 12.75 k 12.75 k 27.01 k 27.01 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525oE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R. 141 ft-k 131.2 ft-k 10 ft-k 141 ft-k 3 314 ft-k 304.5 ft-k 10 ft-k 314 ft-k 0.36 k 0.36 k 6.25 k 6.25 k 2 510 ft-k 476.4 ft-k 34 ft-k 510 ft-k 0.34 k 0.34 k 14.02 k 14.02 k 1 1.19 k 1.19 k 22.60 k 22.60 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SIDS 0.49 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 188 ft-k 41.8 ft-k 147 ft-k 188 ft-k 3 419 ft-k 92.0 ft-k 327 ft-k 419 ft-k 5.14 k 5.14 k 7.02 k 7.02 k 2 681 ft-k 141.5 ft-k 539 ft-k 681 ft-k 11.47 k 11.47 k 15.61 k 15.61 k 1 18.92 k 18.92 k 25.28 k 25.28 k Level 3 2 1 Hold Down 5.14 k 11.47 k 18.92 k Chord Force _ 7.54 k 16.73 k �27.01 k Hold Down MST60 HDU14 HD19 Capacity #N/A #N/A 6 k 14 k 19 k % #N/A #N/A 83% 84% 100% Om Page WL--6ofi 6s Project No: Sheet No: E n C. I n E E R S Project: Date: Park 77 - BLDG C 6/14116 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I p„ SW Line C UT: (Input Lateral Loads with Ultimate Loads Directlyfrom ASCE 7-10 Analysis) Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.760 Ptecwr 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H= 1.00 o D o x DL2 0.0 . o,o 0.0k ` . .v -- 1 DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b' LL= 0 2 W/H= 1.00 o Q o 2 DL= 78.8 ua 131.3 13.1 k i -I'— -y- - - R 'ty tL DL= 0 H:W Ratio= 0.4 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 c ri � z DL= 147.0 LL= 21U.f� 4.8 k -E--- -y- 3 DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 M LL= 0 2 W/H= 1.00 o x DL= 147.0 LL= 210.0 2.4k 1 — 2 - olllilll LL V DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 b LL= 0 2W/H = 1.00 � o LOA — �4 35.0' 10'(typ) 35fit .0' Material = Doug Fir Nailing= 0.148 inches Page WL- -of 65 I = DC Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - BLDG C 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line C OUTPUT: (Values Presented in Allowable StresNEWMA SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand 341 pif 467 plf _529 pif SW Type W6 W4 W4 Capacity I 435 pif 645 pif 645 pif % - - 78% 72% 82% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7oE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left T Right R 155 ft-k 141.5 ft-k 14 ft-k 155 ft-k 3 324 ft-k 311.1 ft-k 13 ft-k 324 ft-k 0.40 k 0.40 k 5.36 k 5.36 k 2 509 ft-k 478.5 ft-k 31 ft-k 509 ft-k 0.37 k 0.37 k 11.29 k 11.29 k 1 0.87 k 0.87 k 17.67 k 17.67 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525oE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 116 ft-k 197.9 ft-k -81 ft-k 116 ft-k 3 243 ft-k 459.3 ft-k -216 ft-k 243 ft-k -2.32 k -2.32 k 4.62 k 4.62 k 2 382 ft-k 718.6 ft-k -337 ft-k 382 ft-k -6.18 k -6.18 k 9.94 k 9.94 k 1 -9.62 k -9.62 k 15.60 k 15.60 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 155 ft-k 63.1 ft-k 92 ft-k 155 ft-k v 3 324 ft-k 138.8 ft-k 185 ft-k 324 ft-k 2.63 k 2.63 k 4.85 k 4.85 k 2 509 ft-k 213.5 ft-k 296 ft-k 509 ft-k 5.29 k 5.29 k 10.17 k 10.d4k 1 8.45 k 8.45 k 15.94 k 15. Level 3 2 7 Hold Down 2.63 k 5.29 k 8.45 k Chord Force _ 5.36 k _ 11.29 k 17.67 k Hold Down MST48 MST60 HDU11 Capacity #N/A #N/A 4 k 6 k 10 k % #N/A #N/A 68% 85% 89% Page FDN-1 of 18 c I Enc3inEERS Page FDN-2 of 18 D C I Project No. Sheet No. i n E a s I(,b/ I --CYC) i Project Date 75 Subject By k.a �X'G(.Y ,�� C.Q�CLU�1 - 2-von �','� • r'L � 2��;� �� . � ,r��: v e LJ•5 l� to'ZcC' u vv\a C �VD 5 1 onU f OOU v C kict- cgsi ck v LO Ca V I J CIOL PGA Lt W = b}�s�• t1, 42S' Page FDN-3 of 18 Project No. Sheet No. NOM: i bo I t �xsa E n c rlEERS Project Date s ( It ! , �, Subject B y TZ C',erw�J ;Q_ovv (?l ` r = { t_( v vc K load 4' V Wts>lh (C)CA4rJ 1�Ua 1 p1�4 C lr,Q aW,a l�f_ana J rc�cc-C.t4 -0 L-Al k VVN a ,P Page FDN-4 of 18 Dcl Project No. Sheet No. E n c Project Date Subject gy 2000 V43 ,r�S YJ L -L U 19,S ' = L'� w- c�i`L ( c IaS") i 3 F I. 119,rid) v 1-6 6$ LT 1 1 f Page FDN-5 of 18 =D C I Project No. Sheet No. c n C Project Date Subject By J I CGt e1 &U tud 1 - Irv.Gt t uad sr VAL 1' 3•U v�o�� l uG c1' ', �E Ic ,A l Page FDN-6 of 18 HEDO Project No. Sheet No. � nEe � s Project Date ►ci s Subject By L` p C ct_ (-A�!co VKCI •j VVAGr hp,� �(C,,ar f 0 ' �> U<_t. �. X- = 3� i(S�� —mil 2 � i Page FDN-7 of 18 Footing Sizing Allowable br@ 2000 psf f'c 2500 psi Model B Post 1 Pest 2 Post 3 Post 4 Post 5 Post 6 Post 7 Post 8 Stair Post Dead load(rxn from glulam)(k) 2.651 2.651 1.349 2.625 3 3.943 2.185 0.866 Live load(rxn from glulam)(k) 4.419 4,419 2.249 4,375 5 6.572 3.642 1.443 Post xc dimen(in) 6 4 6 6 4 6 4 6 Post yc dimen(in) 6 8 6 6 8 6 8 6 xdimen(ft) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 2 2 1.5 2 2 2.5 2 1.5 thickness(in) 12 12 12 12 12 12 12 12 1.88 1.88 1.34 1.87 2.00 2.29 1.71 1.07 (3 bms/sto First story posts Model B,Cont'd Balcony Po.Post 1(B-5-is Post 2(B-5 Post 1(B-2 Post 2(B-2-B-1) Dead load(rxn from glulam)(k) 2.37 2.7 1.16 2.6 0.57 Live load(rxn from glulam)(k) 6.315 3.8 1.67 3.71 0.814 Post xc dimen(in) 6 6 4 6 4 Post yc dimen(in) 6 6 8 6 8 x dimen(ft) 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 2 1.5 1.5 1.5 1.5 thickness(in) 12 12 12 12 12 2.08 1.80 1.19 1.78 0.83 Page FDN-8 of 18 Model D Post 1 Post 2 Post 3 Post 4 Post 5 Post 6 Post 7 Post 8 Dead load(rxn from glulam)(k) 0.842 1.343 0.501 1.638 3 3.188 3.75 1.689 Live load(rxn from glulam)(k) 1.403 2.239 0.835 2.729 5 5.313 6.25 2.815 Post xc dimen(in) 6 4 4 6 6 4 6 4 Post yc dimen(in) 6 8 8 6 6 8 6 8 x dimen(ft) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 1.5 1.5 1.5 1.5 2 2 2.5 1.5 thickness(in) 12 12 12 12 12 12 12 12 1.06 1.34 0.82 1.48 2.00 2.06 2.24 1.50 Model C Post 1 Post 2 Post 3 Post 4 Post 5 Post 6 Fe5t Pest a Dead load(rxn from glulam)(k) 3.083 5.443 2.36 2.36 5.443 3.083 Live load(rxn from glulam)(k) 5.139 9.072 3.933 3.933 9.072 5.139 Post xc dimen(in) 4 6 6 6 6 4 Post yc dimen(in) 8 6 6 6 6 8 x dimen(ft) 1.5 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 2 3.5 1.5 1.5 3.5 2 thickness(in) 12 12 12 12 12 12 2.03 2.69 1.77 1.77 2.69 2.03 Model A Post 1 Post 2 Post 3 Post 4 Post 5 Post 6 Post 7 Post 8 Dead load(rxn from glulam)(k) 1.304 4.079 2.775 1.033 1.033 2.775 4.079 1.304 Live load(rxn from glulam)(k) 2.173 6.799 4.626 1.722 1.722 4.626 6.799 2.173 Post xc dimen(in) 6 4 6 6 4 6 6* 6 Post yc dimen(in) 6 8 6 6 8 6 6* 6 x dimen(ft) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 1.5 2.5 2 1.5 1.5 2 2.5 1.5 thickness(in) 12 12 12 12 12 12 12 12 1.32 2.33 1.92 1.17 1.17 1.92 2.33 1.32 Page FDN-9 of 18 MDC1 r�� l)11-0075 Sheet No: E n G I n E (=- R S Project: Date: Park 77 6/14/16 Subject: iBy: 1.5 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-OS(LRFD) INPUT: Service Dead Load= DL=4.5 kips X Service Live Load LL=0,0 kips Allowable Soil Bearing Stress= a:, _:2000 PSI XC Concrete Strength(f'c)= Pc=:3000 PSI Column Xc Dimension= Xc= 5.50 in. Yc Y Column Yc Dimension= Yc=5.50 in. X Dimension= X= 1.50 ft. Y Dimension= Y=11.50 ft. Yield Stress of Reinforcing Bars= Fy-60.0 ksi Thickness= t-1 12.00 In. Clear Cover= cc=3.00 In. Base Plate? No Depth= d=8 69 in. BP X Dimension BPx= 11 50 in Shear Load Factor= 0=0.75 BP Y Dimension BPy= 11.50 in Flexure Load Factor= 0=0.90 I Column Type Interior as=40 00 ft. OUTPUT: Reference Bearing Check Bearing Pressure: BP=(DL+LL)/A,,, 2 00 I:sf Require Footing Area: A,.qd=(DL+LL)/(a„ii aV1000) 2.25 sq,It Actual Footing Area: Aae,=X'Y 2 25 sq.ft OK Beam Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu=(X/2-XC/2-d)'Y'1.6'BP -1 kips ACI 15.5.2 Shear Capacity: OVn=�'2'sgrt(Pc)'Y'd 13 kips ACI 11,3A A OIc Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)"X'1.6"BP -1 Idps ACI 15.5.2 Shear Capacity: OVn=0'2'sgrt(l'c)'X'd 13 kips ACI 11.3.1.1 Q Punching Shear Design Critical Section(perimeter): ba=2'(Xc+d)+2'(Yc+d) 56 75 in Length to Width Ratio: a=Max(X,Y)/Min(X,Y) 1 00 ACI 11.12.2.1 (a) Actual Shear at Critical Section: Vu=(A,�,((Xc+d)'(Yc+d)))'1.6'BP 3 kips Shear Capacity, OVn=min of:¢'(2+4/0)'sgrl(1'c)'b,'d 61 kips ACI 11.12.2.1 or 4*(a,'d/b,+2)'sgrt(l'c)'b;d OK or o'4'sgrt(Pc)'b;d Page FDN-10 of 18 —. D C I 7tll-0075 Sheet No: Ert G I n E E R S Project: Date: Park 77 6/14/16 Subject: By: 1.5 SQ Footing -[ AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318.05(LRFD) X-Direction Reference Bar Size: N5 Area-0.31 sq in Diameter=0.63 in Number of Bars Provided: 2 As Minimum: Asmia=Fy<60:0.002'Y'1,Fv=60:0.0018'Y't 0,39 sq in ACI 10,5.4,7.12 otherwise:0.0018'60/Fy As Provided: Asap,=(ff Bars)'Areaba, 0 62 sq in OK Moment on Footing: Mu=1.6'BP'Y'(((X-XC)l2)A2)/2 1 ft-kips ACI 15.4.2 Moment Capacity: OMn=O'Asan Fy'(d-(As.t Fy/(2'0,85'f'o'Y))) 23 fl-kips OK Bar Spacing: Sb-,=(Y-cc'2)/(Nbarx-1) 12.00 in OK ACI 10.5.4 Y-Direction Bar Size: 65 Area=0 31 sq in Diameter e 0 63 in Number of Bars Provided: 2 As Minimum: AS.In=Fy<60:0.002'X't,F,-60:0.D018'X't 0 39 sq.in ACI 10.5.4.7.12 otherwise:0.0018'60/Fy As Provided: Asa,,=(d Bars)'Areaw, 0 62 sq in OK Moment on Footing: Mu=1.6'13P'X'(((Y-YC)/2)112)/2 1 fl-kips ACI 15.4.2 Mornent Capacity: OMn-O*Asaci Fr(d-(Asaei Fy/(2'0.85'Po')))) 23 ft-kips OK ear Spacing: Sbar=(X-cc'2)/(Nbary-1) 12 00 in OK ACI 10.5.4 Development Length Hooked Bars 140 'Pax= 1,0 rka ' 1 0 Epoxy Coated INo Lightweight Concrete No N 1 0 IPA=0 6 ift."=0.8 c.,4=2.60 Co. =2 50 X-Direction Development Length LdM=Diax(3'Fy'(R'rpax g x A.)/(40'SQRT(f"c)'(cbx/Dian) 12 0 in ACI 12.2 Available Development Length Ldavall=(X-Xc)/2 6 3 in NG Y-Direclion Development Length Ldy=Dlay'(3'Fy'rA'(por'Nsv'X)/(40'SQRT(f"c)'(cby/Diay)) 120In ACI12.2 Available Development Length Ldavau=(Y-Yc)/2 6.3 in NG NOTES: (1) Bearing check Is based on concentric load. Use combined footing spreadsheet If eccentrically loaded or moment a1 base of column. (2) Footing shear and flexural loads are based on a uniform factored load of 1.6 times the allowable bearing pressure. This is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded footing. In addition,if magnitude of load changes,only the bearing pressure must be re-checked. (3) In calculating development length,Ktr shall be take as 0 for design simplification per ACI 12.2.3. (4) Reduction in reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-11 of 18 - D C I F16011-0075 jectNo: SheetNo: E n G I n E E R s Project: Data: Park 77 6/14/16 Subject: By: 1.5A SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318.05(LRFD) INPUT: X Service Dead Load a DL=4,5 kips Service Live Load Allowable Soil Bearing Stress= ceou_uu=:2000 psi Xc Concrete Strength(I'c)= Pc=:3000 psi Column Xc Dimension= Xcr 5.50 in, Ell Yc Y Column Yc Dimension= Yc= 5.50 in. X Dimension= X= 1.50 it. Y Dimension- Y= 1.50 ft. Yield Stress of Reinforcing Bars= Fy=60.0 ksi Thickness= t a 16.00 in. Clear Cover- cc=3.00 In. Base Plate? No Depth= d=14.69 in. BP X Dimension BPx- 11 50 in Shear Load Factor= 0-0.75 BP Y Dimension BPy=11.50 in Flexure Load Factor= O 0.90 Column Type Interior ass 40 00 It OUTPUT: Reference Bearing Check Bearina Pressure: BP=(DL+LL)/A,a 2 00 I<si Require Footing Area: A.q'd=(DL+LL)/((F„ii,Ir/1000) 2 25 sq It- Actual Footing Area: Aaer=X'Y 2 25 sq ft OK Boom Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu=(X/2-XC/2-d)'Y'1.6'BP -3 kips ACI 15.5.2 Shear Capacity: OVn=0'2'sgrt(Pc)`Y'd 22 kips ACI 11.3.1.1 OK Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP •3 kips ACI 15.5.2 Shear Capacity: OVn-$'2"sgrt(l'c)'X'd 22 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b,=2'(Xc+d)+21(Yc+d) 80 75 in Length to Width Ratio: P=Max(X,Y)/Min(X,Y) 100 ACI 111.112.2,11(a) Actual Shear at Critical Section: Vu=(A,.,-((Xc+d)'(Yc+d)))'1.6'BP -2 laps Shear Capacity: OVn=min of;0'(2+4/R)'sgrt(I'c)'bo d 195 kips AC1 11.12.2.1 or�'(ae•d/b,+2)'sgrt(f'c)'b;d OK or�'4'sgrt(Pc)'b;d Page FDN-12 of 18 = [DC1 r��t SheetNo: t=_ n G I n s✓ I_ F9 s 011-0075 Project: Date: Park 77 6114116 Subject: By; 1.5A SQ Fooling AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 316-05(LRFD) X-Direction Reference Bar Size; #S Area=U.31 sq in Diameter=0.63 in Number of Bars Provided: 2 As Minimum: Asm,,,=Fy<60:0,002'Y't,Fy=60:0.0018'Y't 0 58 sq In ACI 10.5.4.7.12 otherwise:0.018'60/Fy As Provided: As.,,=(#Bars)'Areab., 0 62 sq in OK Moment on Fooling: Mu=1.6'BP'Y'(((X-XC)/2)^2)/2 1 11-hips ACI 15.4.2 Moment Capacity: Wn-$'As,c,'Fy(d.(As.,'Fy/(2"0.85'I'c'Y))) 40 It-kips OK Bar Spacing: Sba,_(Y-cc'2)/(Nbarx-1) 12.00 in OK ACI 10.5.4 Y-Direction Bar Size: 06 Area=0 31 sq in Diameter=0 63 in Number of Bars Provided: 12 As Minimum: As,,,,,,=Fy<60:0.002'X'I,Fy=60:0.0018'X't 0.58 sq.in ACI 10.5.4,7.12 otherwise:0,0018'60/Fy As Provided: As,,,__(#Bars)'Areab., 0.62 sq in OK Moment on Footing: Mu-1.6'BP'X'(((Y-YC)/2)^2)/2 1 h-kips ACI 15.4.2 Moment Capacity. OMn=O'As..,Fy'(d-(As.,;Fy/(2'0.65'I'c'X))) 40 ft-kips OK Bar Spacing: Sbar=(X-cc'2)/(Nbary-1) 12.00 in OK ACi 10.5.4 Development Length Hooked Bars No rp,. ' 1.0 1 0 Epoxy Coated No i.= 10 Lightweight Concrete No 'I' = 10 c:.v=2.50 ca,=2 50 X-Direction Development Length Ldx-Dla;(3'Fy*(A'tp.x'Wax X)/(40'SQRT(P'c)'(obx/Diaj) 12 0 in ACI 12.2 Available Development Length Ldavan=(X-Xc)/2 6 3 in NG Y-Direction Development Length Ldy=Diay'(3'Fy*gh*QeY'Pav).)/(40'SORT(I"e)'(eby/Dlay)) 12 0 in ACI 12.2 Available Development Length Ldavau=(Y-Yo)/2 6.3 to NG NOTES: [1) Bearing check is based on concentric load. Use combined footing spreadsheet if eccentrically loaded or moment at base of column. (2) Footing shear and flexural loads are based on a uniform factored load of 1.6 limes the allowable bearing pressure. This is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded fooling. In addition,if magnitude of load changes,only the bearing pressure must be re-checked. [3) In calculating development length,Ktr shall be take as 0 for design simplification per ACI 12.2.3. [4] Reduction in reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-13 of 18 M D C I r��16011-0075 : Sheet No: E n G I n E ER S Project: Date: Park 77 6/14116 Subject: By: 2.0 SQ rooting AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318.05(LRFD) INPUT: Service Dead Load= DL=8.0 kips X Service Live Load= LL= 0.0 kips Allowable Soil Bearing Stress= oawL ar=2000 psf XC Concrete Strength(Pc)- f c=3000 psi Column Xc Dimension= Xc=5.50 in, Yc Y Column Yc Dimension= )'c= 5.50 In, X Dimension= X-'2.00 ft. Y Dimension= Y= 2.001t. Yield Stress of Reinforcing Bars= Fy=60 0 ksi Thickness= t= 12.00 in. :::A Clear Cover= cc=3.00 In. Base Plate? No Depth= d=8 69 in BP X Dimension BPx=11 50 in Shear Load Factor= O 0.75 BP Y Dimension SPy=11.50 In Flexure Load Factor= O=0.90 Column Type Inferior as=40 00 ft. OUTPUT: Reference Bearing Check Bearing Pressure: Bp=(DL+LL)/Aon 2 00 ksf Require Footing Area: Alard-(DL+LL)/(osoii au/1000) 4,00 sq.it Actual Footing Area: Aan=X'Y 4 00 sq it OK Beam Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu=(X/2-XC/2-d)'Y'1.8'BP 0 kips ACI 15.5.2 Shear Capacity: OVn=0'2'sgrt(I'c)'Y'd 17 kips ACI 11,3A A OK Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP 0 laps ACI 15.5.2 Shear Capacity: OVn=0'2'sgh(t'c)`X'd 17 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): ba=2'(Xc+d)+2'(Yc+d) 56.75 in Length to Width Ratio: P=Max(X,Y)/Min(X,Y) 1.00 ACI 11.12.2.1(a) Actual Shear at Critical Section: Vu=(A.,,-((Xc+d)'(Yc+d)))'1.6'BP 8 kips Shear Capacity: OVn=min of;0-(2+4/(i)'sgrt(Pc)'bo d 81 kips ACI 11.12.2.1 or 0'(aa'd/ba+2)'sgrt(1'c)'b;d OK or 0'4'sgrt(f'c)'ba'd Page FDN-14 of 18 _- D C I ShectNo: EsE ro�t E n I n E R S 011-0075 Project: Date: Park 77 6114116 Subject: By. 2.0 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRFD) X-Direction Reference Bar Size: 05 Area=0.31 sq.in Diameter-0.63 in Number of Bars Provided: 3 As Minimum: As,,,=Fyc80:0.002'Y't,Fy-60:0.0018'Y'1 0.52 sq in ACI 10.5.4,7.12 otherwise:0,0018'60/Fy As Provided: As,,,=(#Bars)'Areab„ 0 93 sq,in OK Moment on Footing: Mu=1.6'BP'Y'(((X-XC)/2)A2)12 2 ft-lips ACI 15.4.2 Moment Capacity: OMn=�'As„t'Fy'(d-(As,,Fy/(2'0.85'f'c'Y))) 34 fl-kips OK Bar Spacing: Sba,_(Y-cc'2)/(Nbarx-1) 9.01)in. O-t ACI 10.5.4 Y-Direction Bar Size: 11`5 Area=0 31 sq in Diameter=0 63 in Number of Bars Provided: 3 As Minimum: Asmb,-Fy<60:0.002'X't,Fy=60:0.00181X't 0 52 sq.in. ACI 10.5.4,7.12 otherwise:0.0018'60/Fy As Provided: A%0=(#Bars)'Areab,r 0.93 sq.In OK Moment on Footing: Mu=1.6'BP'X'(((Y-YC)/2)A2)/2 2(I-kips ACI 15.4.2 Moment Capacity: OMn-O'As.c,Fy'(d-(Asa,i FV(2'0.85'f'c'X))) 34 ft-kips OK Bar Spacing: Sbor m(X-cc'2)/(Nbary-1) 9 00 in OK ACI 10.5.4 Development Length Hooked Bars No (11".. 1.0 'P3< _ 1 0 Epoxy Coated No i. 1.0 Lightweight Concrete No i' 1 0 a 8 0.8 2.50 0„-2.50 X-Direction Development Length Ld,=Dla;(3"F,,'(q'rp,x'rpez%)/(40'SQRT(P'c)'(cbx/DiaM)) 12.0 in ACI 12.2 Available Development Length Ld.v.b=(X-Xc)/2 9.3111 NG Y-Direction Development Length Ldy=Diay'(3'Fy'o'rp y(p,v%)/(40'SQRT(f"c)'(ci,/Dlay)) 12.0 in ACI 12,2 Available Development Length Ld...11,(Y-Yc)/2 9.3 in NO NOTES: [1] Bearing check is based on concentric load. Use combined footing spreadsheet if eccentrically loaded or moment at base of column. (2) Footing shear and flexural loads are based on a uniform factored load of 1.6 limes the allowable bearing pressure. This Is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded footing. In addition,if magnitude of load changes,only the bearing pressure must be re-checked. [3] In calculating development length,Ktr shall be take as 0 for design simplification per ACI 12.2.3. [4] Reduction In reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-15 of 18 —� D C I Project No: Sheet No: Enc5I nEEFIS 16011-0075 Project- Date: Park 77 6114/16 Subject: By: 2.5 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRFD) INPUT: Service Dead Load= DL= 12.5 kips X Service Live Load= LL=0.0 kios Allowable Soil Bearing Stress= o:mi o=2000 psi Xc Concrete Strength(f c)= Ile=.3000 psi Column Xc Dimension= Xc= 5.50 in. Yc Y Column Yc Dimension= Yc= 5.50 in. X Dimension= X=i2.50 ft. Y Dimension- Y=I'2.50 It. Yield Stress of Reinforcing Bars= Fy=60.0 Icsi Thickness= t= 12,00 in. Clear Cover Q ce=3.00 In. Base Plate? No Depth= d=6 69 in. BP X Dimension BPx=11 50 in Shear Load Factor= 0=0.75 BP Y Dimension BPy=11.50 in Flexure Load Factor= 0=0.90 I Column Type ntorbr as=40 00 ft. OUTPUT: Reference Bearing Check Bearing Pressure: BP-(DL+LL)/A,.t 2 00 ksl Require Footing Area: Am d=(DL+LL)/(c,ai.1/1000) 6 25 sq It Actual Footing Area: Aan,,X'Y 6.25 sq It OK Beam Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Sectlon: Vu-(X/2-XC/2-d)'Y'1.6'BP 2 Icips ACI 15.5.2 Shear Capacity: OVn=0'2'sgrt(f'c)'Y'd 21 kips ACI 11.3.1.1 OK Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP 2 Icips ACI 15.5.2 Shear Capacity: OVn=q'2'sgrt(f'c)'X'd 21 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b,-2'(Xc+d)+2'(Yc+d) 56 75 in Length to Width Ratio: 0=Max(X,Y)/Min(X,Y) 1 00 ACI 11.12.2.1(a) Actual Shear at Critical Section: Vu=(A.t-((Xc+d)'(Yc+d)))'1.6'BP 16 kips Shear Capacity: Win=min of:0'(2+4/p)'sgrt(f'c)'bo d 81 kips ACI 11.12.2.1 or 0'(a;d/b,+2)•sgrt(r'c)'b;d OK or 0141sgrt(Pc)'b,'d Page FDN-16 of 18 C I SheetNo: E rr�t e n G I n e Fi S 011-0075 Project: Date: Park 77 6/14/16 Subject: By: 2.5 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI3la-05(LRFD) X-Direction Reference Bar Size: NS Area=0.31 sq in Diameter=0 63 in Number of Bars Provided: 3 As Minimum: Aswn-Fy<60:0.002'Y't,Fy=60:0.0018'Y't 0 65 sq.in ACI 10,5.4,7.12 otherwise:0.0018'60/Fy As Provided: As�t-(#Bars)'Areaba, 0.93 sq in OK Moment on Footing: Mu-1.6'BP'Y'(((X-XC)/2)A2)/2 4 ft-kips ACI 15.4.2 Moment Capacity: QMn=O'AB..,Fy'(d-(As.,,'Fy/(2.0.85'Pe'Y))) 35 ft-kips OK Bar Spacing: `S'b.,=(Y-cc'2)/(Nbarx-1) 12 00 in OK ACI 10.5.4 Y-Direction Bar Size: N5 Area-0 31 sq.in Diameter=0 63 in Number of Bars Provided: 3 As Minimum: As,,,,,=Fy<60:0.002'X't,Fy=60:0.0018'X't 0.65 sq in. ACI 10.5.4,7.12 otherwise:0.0018'60/Fy As Provided: Asar:,=(#Bars)'Areebar 0.93 sq in OK Moment on Footing: Mu=1.6'BP'X'(((Y-YC)/2)A2)/2 4 fit-lops ACI 16.4.2 Moment Capacity: OMn=�'As.a,*Fy'(d-(As.a,'Fy/(2'0.85'Pc'X))) 35 h•kips OK Bar Spacing: Sb;r=(X-cc'2)/(Nbary-1) 12 00 in OK ACI 10.5.4 Development Length Hooked Bars No ' 1.0 -+= 1 0 Epoxy Coated No 4= 1 0 Lightweight Concrete No 4p,"1 0 c„x=2.50 c:,�= 2 50 X-Direction Development Length Ld.=Diar(3'Fy yk'rp.K T.x X)/(40'SORT(f"c)'(cbx/DiaO) 120 in ACI 12.2 Available Development Length Ldayali=(X-Xc)/2 12 3 in OK Y-Direction Development Length Ldy=Dlay'(3"Fy'cp,'tp.y'N.r J�)/(40'SORT(I"c)'(cby/Diey)) 12 01n ACI 12.2 Available Development Length I-da-a=(Y-Yc)/2 12 3 to OK NOTES: [1) Bearing check is based on concentric load. Use combined footing spreadsheet If eccentrically loaded or moment at base of column. [21 Fooling shear and flexural loads are based on a uniform factored load of 1.6 times the allowable bearing pressure. This Is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded footing. In addition,if magnitude of load changes,only the bearing pressure must be re-checked. [3] In calculating development length,Ktr shall be take as 0 for design simplification per ACI 12.2.3. [4] Reduction in reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-17 of 18 D C I Project No: Sheet No: E n G I n E E R S 16011-0075 Project: Date: Park 77 6114/16 Subject: By: 3.0 SQ Footing AFM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER AC1318-05(LRFD) 'INPUT: Service Dead Load= DL= 18.0 kips X Service Live Load= LL=0.0 kips Allowable Soil Bearing Stress= Osad on 2000 psi XC Concrete Strength(I'c)= f'c=3000 psi Column Xc Dimension= Xc= 5.50 in, YC Y Column Yc Dimension= Yc=5.50 in, K Dimension= X=3.00 It. Y Dimension= Y= 3.000. Yield Stress of Reinforcing Bars tt Fy=6o.0 ksi 'Thickness= t=12.00 in, Clear Cover= cc=3.00 in. Base Plate? No Depth- d-8 69 in BP X Dimension BPx= 11 50 in Shear Load Factor= 0=0.75 BP Y Dimension SPy=11 50 in Flexure Load Factor= 0=0.90 Column Type Interior as=40.00 it OUTPUT: Reference Bearing Check Bearing Pressure: BP=(DL+LL)/A,,, 200 ksl Require footing Area: A„Qa=(DL+LL)/(66„1,i,/1000) 9.00 sq II. Actual Footing Area: A.,=X'Y 9 00 sq fl OK Beam Sheer Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu a(X/2-XC/2-d)'Y'1.6'BP 5 kips ACI 15.5.2 Shear Capacity: OVn=0'2'sgrt(f'c)'Y'd 26 kips ACI 11,3,1A Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP 5 kips ACI 15.5.2 Shear Capacity; OVn=0'2'sgn(I'c)'X'd 28 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b,-2'(Xc+d)+2'(Y0+d) 56-75 in. Length to Width Ratio: 0=Max(X,Y)/Mln(X,Y) 1 00 ACI 11.12.2.1 (a) Actual Shear at Critical Section: Vu=(Aa.r((Xc+d)'(Yc+d)))'1.6'BP 24 kips Shear Capacity: OVn=min of:0'(2+4/p)'sgrt(f'c)'b,'d 81 kips ACI 11.12.2.1 or V(a,'d/b,+2)'sgrt(f'c)'b,'d OK of f4-sgrt(f'c)%-d Page FDN-18 of 18 D C I Sheet No: e G ro�tl),,-011117, n 1 n e E R S Project: Date: Park 77 6114/16 Subject: By: 3.0 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRFD) X-Direction Reference Bar Size: #5 Area-0.31 sq in Diameter=0,63 in Number of Bars Provided: 3 As Minimum: As,,,=Fy<60:0,002'Y't,Fy=60:0.0018'Y't 0 78 sq in ACI 10.5.4,7.12 otherwise:0.001810/17y As Provided: As,,t=(1f Bars)'Areab,r 0.93 sq in OK Moment on Footing: Mu=1,6'BP'Y'(((X-XC)12)A2)/2 81l-kips ACI 15.4.2 Moment Capacity: OMn=VAsaei Fy'(d-(As,a,'Fy/(2'0.85'f eY))) 35 1t-kips OK Bar Spacing: Sba,I(Y-cc'2)/(Nbarx-1) 15 00 in. OK ACI 10.5.4 Y-Direction Bar Size: A5 Area=0 31 sq in Diameter=0 63 in Number of Bars Provided: 3 As Minimum: As,,,,=Fy<60:0.002'X't,Fy=60:0.0018'X't 0 78 sq in ACI 10.5.4,7.12 otherwise:0.0018'60/Fy As Provided: As,,,=(0 Bars)'Areabar 0.93 sq in OK Moment on Footing: Mu=1.6'BP'X'(((Y-YC)/2)A2)/2 8 fl-kips ACI 15.4.2 Moment Capacity: OMn=O'As,v;Fy'(d-(As,c;Fy/(2'0.85'f'c'X))) 35 h-kips OK Bar Spacing: Sbar=(X-cc'2)/(Nbary-1) 15 00 in OK ACI 10.5A Development Length Hooked Bars No (N. - 1.0 `Po 1.0 Epoxy Coated No i-_: 1,0 Lightweight Concrete No y'+ 10 (NX 08 'p'r- 08 C,.Y=2.50 C.-=2 50 X-Direction Development Length Ldx=DiaX(3'Fy'rp,'rpax'rp,x'7l)/(40'SQRT(f"c)'(cbx/Dla)) 12.0 Ir1 ACI 12.2 Available Development Length Ldavaii=(X-Xc)/2 15 3 in OK Y-Directlon Development Length Ldy=Dlay'(3'Fyrp,'(pev*4por'?L)/(40'SQRT(f"c)•(Cby/Diay)) 12 0 in ACI 12.2 Available Development Length Ldavan=(Y-Yc)/2 15 3 in OK NOTES: [i] Bearing check Is based on concentric load. Use combined footing spreadsheet if eccentrically loaded or moment at base of column. (2) Footing shear and flexural loads are based on a uniform factored load of 1,6 times the allowable bearing pressure. This is a conservative assumption but allows tooting design to work for non-uniform bearing pressures such as a slightly eccentrically loaded fooling. In addition,if magnitude of load changes,only the bearing pressure must be re-checked. 131 In calculating development length,Ktr shall be lake as 0 for design simplification per AC(12.2.3. (41 Reduction in reinforcement development length only taken when achieving less than 90%moment capacity �_ � t . ' �� i uewa ag Eno :lew woa']sanu!Sweglln\@iue/; :peul3 l UOI Of1J SUO JO anSS ew woaoa6sae 3' PN7 41 3 I �@ P :ew wop'al6ps csd ew3 i i•. 4 P I. 3 L �Z�g� } } p { wca'ag!aedlarxam^�swil ! 3 I @�iaplww :peu woa'staau!6va!a uea :I!ew woa'lew u6!sa saaaa I' 3 I :aua 9Z6L OSL(SZ4) au �� {SV auo LOLL LZB(SZ4) auoyd I 006t ZEE(90Z) auoyd 004E 6L4109E) :auoyd ULOZ 9A SlEd auayd{ 19LC 6SZ(SZ4) 4d 1 ZLBZ4EL(OK) 4d upana le aeon snyo;l6nod loeluoo Ayl!N••A2j o•lULJ ru!dS wl1 Sae uo� all!W Peyy :laeluo� uea>3 Awl loelu00 MAO Ned �eluo� S d 1 1' wan 90ZBc Vh4"A '3 I ue LO186 eM'a!PeaS ELZ86 VM'uowan'31N ELZ86'VM'uowan'1W 960Z-30 86 VM'Il 3 9ZZB6tlPo1'wey6u!Ila2 ££086VM'P PP01 I am an ueana anu r+al/,auueWlsa/�glll p�fousa3'ASCL('l peaa ydei6alal EZC anuanV qlg U6 1 000e al!nS 75 Uen+a1S 8L8 g al!nS 7aapS 1�ld y1npS SOS ZOZ 3.S'" V P I�L l l l 0 • 5JPed la�3 saaue!oS 4M3 Pal. I slaau u rsap soaoa noxj I olaeap pu uewa>I� �'1'1 S7uawls9nul I h M as i oa adeos ue aaaul6u in) oa i oa aaunnC� aolml oo leaauaS juellmoo leoluyoajoas a89ul6u3 leinjona}S p,y y p l I 3 l } }'u d I 133HS 213AOO ��.Q 1 ' Q AVDi 103rMJcJ v 1 I gyp v C o•'QI08 ucuteN :.ilY1dYU DU( - .w aax�3lu atu}aN 6nop i VdUYNYF�Ll3fotW _ _ su-3s 1400" In 13390N4 250-ht0a• .1I3fll\31N L)3fU1W - ---'tea --�- �-- x x f n ylr x• l �, d!_ y -,4 seat wazm-a WN+MI 910Up119 loud ng pvmsll 91• 11 S - �. - - ~A �` -,\C -} J •,, r. G+ '� ;• Rs� E� e11 d pawuonl 9t021612 r F.I I IVIPwVnS MynvLl vol 9107 w/Lt L I I _li — Lutes eno, sLot+oru t _.J� ' = ► -=_ I Mo11dRgS30 31v0 YdVW7. _ _ -� IY`-- rS- -_.`• �. } ` s,o,t 4vY wc,90'riluo,aafmd siyt nu asn io1•L 1 { _ i 1 'r 'oaf is1tlW7;L1491 OZ,4,u.(do�.l mun I•. i VM 'UOlbulljv 3N anuanV uILL 6OZOZ IV sanu �- •_mot WN _ uolbulliv aM I LL Vad _ �.�� :�-_- I �� .�- �• 1, . .,� ,:� 1 - _ I 1 • . NVICMEIA 3113AVd 1IM `3S 3E)WJ `N I.£ dIHSNM01 `V NOUO3S 30 V4 3N 30 t 4 MN SEMI • aN1 _ 0 . T � SiN3NiS3ANl NOi!DNII�JV �1O=1 p9T.•Ioa10 vAL7wMi •,.4,4 nv�.,uuuly,suet yl Lt VM`N O10 N I-1�]V J O Jk11 O �]H1 Ni 1 LL N�Vd s t I I 914I1ROOHIN0:139 Ol SNVId 3dVOSCINVl IVNId:31ON L�OZ/9/6 uoijonajsuo:D.lot panssl veld IIeM JeayS s PnIS Joold PuZ IeLnPMS 3 IKPON VZ'3ZS ueld palodnW JOOId PLC-3 6u!PI!ng gCz,Lv zt 7 �oo Isd ueld 6u!weJd Joold puz IeJnprUls 9 ISPOW Z'3ZS veld J°old PJ£-3 6uippl] £Z'LV pua6a1 loquJ s ueld IleMJeegS s PnIS/uogepunod leJnl3n4S 3 IaPoW L'3ZS ueld PaJou!W Joold PUZ-3 6u!PI!n8 QzZ'LV ueld 6u!weJd IooH IFinl3n4S 0 IaPoW b'0ZS ueldJOold PuZ-3 6u!pl!ng ZZ'LV NOIl`dWbO�NI ueld lleMJeagSSPnISJooIdPIEIEJn1on4SaIsPOW VC'OZS ueldpalouinJOOIdIsI,-36u!p1!ng %z,LV on0l3NOISU13a ueld 6uiweJd Joold PJC IeJr4On4S 0 IKPOW E'OZS ueld JOOId Is -3 6u!p!!ng LZ"LV a v�C:D v M 107 f Obd Ueld IIeM JeayS+g PnIS Joold PuZ IBJnIon4S 0 IKPOW VZ'0ZS uBld PaJOJJIyy Joold PJ£-0 6uiPI!ng QOZ"LV ueld 6ulweJd JOOIA PuZ IEJr43n4S Q IaPoW Z'0ZS ueld J°Old PJE-0 6u!pl!ng Oz'LV �r 1°tv ueld IIeM JeayS s PnIS/uo!epunod 1eJnpngS Q!epoW VGZS ueld pejo-u!IN Joold puZ-0 6u!PI!ng q6V W IIVI3a w1s t ueld6u!weJ oo eJnPnASO!8POIN b'OZS ue Joo uZ-Q6u! !n 6VW d J b l Id Id P PI 8 ueld IIeM JeayS g PnIS JO°Id WE IEJnPn4S O IKP°W V£'OZS ueld padanW JOOId Is I,-Q 6u!pI!ng q9L"LV Ot islor 1sr ueld 6ulw8Jd JOold PJC IEJr4On4S O IapoW E'OZS ueld JOOId Is I.-Q 6u!pl!ng 9L'LV 1HO 1M is Ir yp�plN ;.uMj,dy3 BO( 0NI300ada31VM M dM a011Ntlf Nvf Ae a3x�3fu ueld IIeM JeayS s PnIS Joold PuZ IBLn1on4S O IKPOW Vz'OZS ueld paJou!yy Joold pie-0 6u!pI!ng gLLI.V et tO'Sv of LnOHJJM O/M WgOH�a 1f30VNv0\1.33f0ad a O NOLLMA313 aOla3JNl J3SOl0 NI-NIVM HM a011nSNl 1NI swAmsisc�IW W- 1:)3N10 J.YjMvd veld 6u!weJd Joold puZ IernlOn4S O I P W Z'OZS ueld JOO1d WC-O 6u!ping LL'LV a31y3H o BMm HM NOIl'dlnSNl lnSNl :ABCRAallddv Ueld IIeM JeagS s PnIS/uogepunod leJr4on4S O IaPoW L'OZS q ueld PaJOJIM JOOId puZ pue Is -0 6u!p!!ng g9L'LV vL ssVIJ 3aIM Om 3ONb'ln 3alM nM ONINOI110NO3 81tl ZWVtOZ I ueld 6u!weJd looa lempn4S 9 IapoW b'gZS q ueld JOOId puZ PUB IsL-0 6ulpling 91.1v OOOM OM ONv NOIiYlliN3n'ONIlV3l I OVAI I ueld IIeM JaegS g PnIS Joo J eJnmillS g IaPOW VE'8ZS 6ul Ing gSL LV 13SO13 a31VM OM a31tlM10H MH I Id pie I e ueld paJow!yy Joold puZ PUB Is O PI. O H11M Im WiBh M01-10H wH Ue 6UIweJ Joo J e1nPMS g IKPOW C'M a Ue Joo puZ pue IsL-O 6UI In 9L'LV NOLLvn313NOINIELM W'CV 3aVMa8VH amaH Id d Id P C I Id Id P PI 9 A31a3n Ain dtl310NtlH OH weld IIeM JeayS g PnIS Joold puZ Ieinpn45 8 IapoW VZ'8ZS weld POJOJJ!W JOOId PIE-g 6uipl!ng qbL"LV 3inelJs3n 163A e193SOH SH t ISVI lt°zrea St ueld 6ulweJd Joold PuZ IeJrwpn4S g IaPoW Z'8ZS weld Joold PJE 8 6u!PI!n8 bCLV LOty IVOlIa3n lain a3laaye HOdvn en oavoe llvm wnSdAO SMO ImuVd awl 9t°ZJ°/t8 9 NOIL03S lIVJ3a 831SVId a33N3A WnSdAO dA9 weld IIeM JeagS g pnlS/uogepunod lejrgaMS 8 IaPoW V9zs ueld POJo1J!y11 JODId PuZ-g 6u!pl!ng Q£L'LV I 3SIMa3HLO O310N S53lNn ONn ONnoao aN0 r+d WIYI,OfLI !.!.M Jd Ir _ WIS� al 910MM I ueld 6u!weJd;Ooa IeJnPMS V IKPOW b'VZS weld JOOId puZ-g 6u!ppEl CL LV O3HSINIdNn NI3Nn SSN30 IO mlwansmo"u .eat stuvtt2t z ueld IIeM JeayS g PnIS Joold PI£IeJnPn4S V IKP°W VC"VZS weld PeJOu!Wl JOOId IsL-g 6u!pl!ng gzL'LV a013tla1N031va3N3O Oo ALNugnS dflO! Sl0U0Lltt L tOLV 3an33na1S n0 d01 SOl aVa BMHO eO NOI1dIaOS3a Siva XaVW weld 6u!weJd Joold pJE Iem10MS V IapoW £'VZS weld Joo1d Is-g 6u!pl!ng ZL'LV NOIJa3s l"NM L 13dvavd d0 doi 001 03ZINtlnlvO nlv0 veld IIeM JeayS g pnlS Jo°Id puZ Iempn4S V!apoW VZ'VZS ueld padou!W Joold pie-V 6u!ppEl %L ,LV %us htl1a31tlw1 V3Jo dol a01 3ontiv yv � 1y3ldu du veld 6uiweJd JOold PuZ leJT43"S V IapoW Z'VZS ueld JOOId PJ£-V 6u!PI!ng L L"LV 11431143nvd d0 d01 dl ONRlafld Kann IOIV 1NIOr1001 r1 ONLLOOA vi 1 vouonpoMJJJo asn,aq,n Aun=�oo!npuLtO uauus UBId IIeM JeaySsPnIS/uogepunod 1eJnpn4sVIapoW L'VZS weld paJOJJ!W Joold puZ pue IsL-V 6u!Ping qO L'IV NOLL33S owallne N31H1 >IH1 O31V3aJ 1Nords4 30v:l Ull lad saxulgalV alwgO'Aluotaafd6fp=asn,oj•� 3AOMJ9(INV 3nON01 OV1 ausiO 3ONi Son puK6a-s SUO!;e!Aa1ggV'SaION IeJauaO le>nprulS Z'LS weld Joold PuZ Pue IsL-V bu!plmg OL'LV w1s 3NOHd3I3l 131 AaNOSVw d033Vi Wod !vas leuoissaJa'd3o,uawmsul stnal!ga,V ayl Z saloN ICJ IBJnIOnJIS L'LS sadFl,tlgwassV Joold PW IIBM 00'LV swo io dol 31 HSINW-033Vi - -l'NVwu%kG9IOZ�g9w(doO I 5NIZV10 a383dN31 1 91343tw d03Jvi 30n u xwpsgl uogoas-s1!e1aQ nEIS 6VIRV AINO _ d03oVi On aOeldu!;seO-Sl!elaQJ!eIS gL'SV 3ON3M3AH-80dPua6alPue'sa1ON'sl!e1aQ6ugueld 9'LI 030N3dsnS dsns HOOw 13 g lvan13na1S lonHis HS°ai NIj leO!d,(1-splaQJleIS LV9V AI1\1030N3b3d3MM0dueld6ugueld b'LI 3Nna1110 30tlaols WIS NOUVn319VOO'UHSIM31 3nn Ie0!dh1-SLelaOJ!BIS 91,'9V KINO 33143HEIAEIM N0zIueld6ugueld C"LI d 13315 Its aooldHSWW nd ` aatlONVis Ols 13NIBVo a3HslnoMJX33a1i 333 sl!ela0 91,'9V AINO 30N3a3d3Nld0d weld 6ugueld Z'Ll 1331S SS3INIViS ss a3HSIVIONUX3 MM 3i dM`UO}�UIIJ�/ REM] bL'9V AINO 3ON3N3d3-d NOd ueld 6ugueld L,V1 3atlnoS as NOf 11001d Nod rC. NOIlvO13133dS 03d5 NtVaO aooli CIA r sl!elaQ CL'9V sl!ela(lgsuopwLupadSuo!pnQsuoO!elaua0 L'bO 1V13WI33HS INS Sa3H1aAso3HSINand i oe 3N anuany glLL WZOZ SHEIK mo I Joo ZL'9V suopogpec! U04on4SU0 uo6u1 O 1NIOf HVIINI5 IS warn 3ali Vd v I 0 WJV 8 0 1 S O 1 1JVI JG!O 9'bO 3l3S-OVI>IHOM3SV3 OHM a1-33HS IHS ld Spew(]MOPuM s JOOQ LL'9V Sl!e18Q uog3r4su0O 9'70 335-0VINHOM35tl3 V¢W 33HS 1HS a01a3JJC3 J(3 f `SjUGWjSeAUj a3MOHS VIHS NOISNSlx3 (3) sl!e;aQ mopuM g JooQ 0 L'9V S11elaQ UO.Pmsuoo teto 0.4 3dvnHS OlHS VM HDX3 1 M3 lOOd 3atln05 nS AVM H3v3 M3 u u .� salnpaips g sad4i JooQ L VLV splaQ pJepuelS JalemuuolS Pue 18KAS uOl6ftgJV 10 JII!O E"b0 NOI133S 103s 3OIS HOV3 s3 / sa sea mo u1 Je u aaJIS s Jamas uOIBU! o L0L 3aoo altos 3s 1N3-Tvno3 d1n03 I V QM InPayOSg 1 P .M OL'LV sl!elaQp p BISl PVJ �110 Z"bO 3lna3H3s aatloelayws es lynv3 03 sueld uagol!){ 9V9V splaQPJepuelS auvelem uol6u!PV;o4.0 V170 HOOa 33S-113ewnN NOOO 13NVd IVOIa10313 d3 NVId ONIII33 a31391n3a d3a a33NION9 UON3 sUeld uag31DI bL'9V 914OJd pue ueld Jama ti BSglnoS 6CO 9NIN3dOHOnou 'O'a aV1S n03003 '903 wooa wa IV31a13313 3313 sueld uJoodyleg C1'9V algoid pue ueld James A". yyON 9"£O Oyi3dudvoa ( > NOISIA3a HO 3SIA3a n3a NOIltln313 19 suEld wooJyleg ZV9V glnoS weld aO!AJaS JOIBM L'C0 U laa3HinO3a O.03a 1NIOI'NOISNVdX3 3 aOltla3Od3a an3a NVn1SnVHX3 33 LL �jed su%wooJylue LV9V WON veld 83!AJ8S JaIeM Teo 331,1383d3a d3a H3V3 V3 saoueiealO4.I!q!sssooV ZO'9V weldJaIUMglnOS S'£O Nltlilsnova a'a 0tl13dA1lT/M O°SM S010tla 'a ONIMVaO OMO sly618H 6u!1unoW pue spJepuelS LI!l!q!ss000V 1,0'9V Mid JaIBM WON b"EO 3111 NItlaO la N3RBAVSuo43aS IIBM ZV9V Ueld JalemUUO1S 4MOS VEQ IdnSS3dd lwnd hods Nmoa so _ v31v3a13anss3ad 1'a aoov av suo!PKSIIBM LL'9V ueldJaleMuuolSyyoN Z"£Q 00'LM335 OVlAleW3SSVHOOId Vn 10033atlnOSa3d nSd ON1300adWtlO d0 aoOMAld OMAId NMOa No suogOaS IIBM 0L"9V Ue1d laleM ULOIS IIBJanO I.To uaisvld Svld a3SN3dSlo dSla 1410 uopaS 6u!p!!nq Al!unwwoO EL'CV ueld Alm IIBJGA0 0'£O � 3NId NIa38nOd Id IVNO WIG VID '333 O1 S33N3a3d3a 33tlld Nl a3anOd did ItlNOOVlO OVIO suo!paS 3 Pue Q 6u!pl!ng ZVEV algoJd PUB ueld MMS MMUJJOIS £LZO lltl-NOIIVA313 lads a3J3WMla VIO 3aISlno SO NIv1NnOn ONINNWO n0 3 suogoas 0 6u!pl!ng L VEV a14OJd'8 ueld JaleMUMOIS Pu3 31JSOddo ado IIV13O 110 3 suogOas g pue V 6u!pl!n9 OL'CV of 00.0 eIS-pN Jaddn g Pu3 o1 oo+S'Egs'PH lamo� ZL'Z0 '3ii Ol S33N3a333a 11V-JH913H QOB ONIN3dO ONdO 31enoo ISO 3Ntlld NOLLvn3T3lv1NOZ1aOH av3Ha3n0 HO Suo!;en013 Joualul 6 VZV 00+9 0100+0 MOM PUB weld PEOM JaMO-I L LZO JW! 03I1tl1SNl 3NIla31N33 suogena13 Jallays ylJoN 8 L'ZV Pu3 0;Op+OL'algad PUB veld peoa dool OL"ZO a3NM003HSINaC13 13NM0 1030 a31N30 a10 0311'd1MO 311131WVa3O 13 suopAa13 Ja4ayS ylnoS LL'ZV 00+0L o]00+9'819OJd PUB veld peoM doo-I 6'Z0 OVl HSINId NOla3JNl a013tla1NO3 03HSIN8 n3 a3NM0 300 on&LSNO3 1Ws3 suo4enal3 JK4ayS IeJIU90 9 VZV 00+9°I 00+O'8l9ad PUB ueld peoa doo-I 970 a3 MG M IJU3AO ao JNlor NOI13na1SNoo r s3 Nlvaa molna3no a'o aoalaao3 aao3 SUOgena13 6u!plmg f4!unwwoo S L'zV suopas ssaQ gem L'ZO NOIIVA313 a31N33 NO 3o snonNLLNo3 1NO3 su0gena19 3 6u!pl!ng bL'ZV ueld Ja;emuuolS PUB s11em)ped 970 a001d HSINI301S33N3a333a e'a lltla3no tlo llNn AaNOSMW 31081NOO nw3 lwor loalnlo3 r3 IIM-1H013H 3NVld ONn133 SIN atl310 alo suo4en813 Q 6u!pl!ng C LZV ueld JalemwlolS Pue SIIeM 4lud 9'ZO an1S NOSl3N SN ON11190 OI3 suogena 6u! !n ZL'ZV ueld 6u!peJO g1noS b'ZO IVNIWON NON 33tl1d NI 1SV3 Sro 13 O PI 8 �/ I-OVa1N00 NI lON OIN Oavne a3NNO3 00 SU04BA813 g 6u!p pe L LZV ueld 6uIPBJ0 WON E'ZO 30N3a3n3H 31ONA3X OL OL OL 318tl31lddtl I.ON VN /LL lln3al3 o3sol3 /LL3O NIS SUOREA013 V 6u!ppq 0VZV weld 6uIME)al!S II-0A0 Z'ZO ltlJ3W liw 13NNVH3 o ao suel 6u!IaO pa;Oag 6u!png yunwwoO I!ea pa 0uaJ 3aos 00 a31.NnoW a1w spe;aQ 6u!weJd pooM leinlon4S E'bS ' N Sf03N IW 3SIW N33ML39 NM18 sueld 6wl!a pal-Ltaa 9 6u!ping 49'LV UBld IeUOISUKWI aiS 070 aoaalw aIW 1INn Itlwa3Hi HSI11aE nie sle;aQ 6u!weJd pooM lednlOrulS Z'bS O wV Nlw wolloe toe sle1aQ 6u!weJd pooM eJn;Orals LbS sueld 6ul a Pa a aa Q6u! 8 CS"Lb suoleogOas pue sl!ela0 OS31 Z13 3dA1MOONIM 3I0H=VY HW VgV3G We sl!elaQ IIeM JeayS pooM lemlorulS O'bS sueld 6u11!a0 papapH 0 6u!ppq Z9'LV dddMS-weld OS91 L"LO a3aru lNYZZBw a3w NatlW H3N3e A e spla(]uogepunod leJnpn4S VES Sueld 5LIM90 papagaa g 6u!ping L9'LV laagS JanOO I!A!O 0'LO 3NINMZZ3IN zz3W ONINOOIa 0)Ile eroz-rozesvm'„a,a�3 zbuQ maN aulruty�saN 9rG1 Wn103W a3W ONIOIne Dale sl!elaQ uogepunod lemlorulS O'CS sueld 6ug!a0 paloagaa V 6u!pl!ng OS'LV sl! aO�aPs L"Z a3ewnN 43wVN Wooa 3wVN 1tlOINVH03W HO3W aavoe Qe vmuoy,y,mnm ybLS'fi.ZSZb—I 191E65S+Lb•7a, ueld o0 6 Op 3'0 PI IaQ81IS S wool] aavoea3Navw Bw Ean3nowouoe 3e ueld 6u!weJd)ooa leJnlonilS d RPM C'dZS Id J d plg!g!unwwo ue s6u! Ing ZE'LV vIuAlvw xMw ueld a I ltlIa31VW l.1tlW a3ZI00NV OONV ue a Jea n Joo u eJnlorulS d IKP°W VZ'dZS weld lo0b 0 6u!ppq LE'LV Id l.S O'L 0S M wnNlwnly Wnly Id II M yS^a P IS Id puZ a3nnol and aatlONv1s1H0Ilv3'dV slv ueld bulweJd JOold PuZ IeJnlon4S d IaPoW Z'dZS ueld JOO-d g g V sbu!pl!ng OC'LV IJBld InOAL-I 6u!ppEl VMS _ SUE JallayS LZ'LV 1aayS JCanlnS bDO HIUON NOLLtl1N31MO Ewmwa ONIdV35ONb1 Sl a00ld HSINln 3nOBtl n'3v t ueld IIeM JeayS S PnIS/uo!lepunOd lejnprulS d lepoIN V=IzS Id s N a 0 9VI aal wnaN3aov oay ueld 6u!weJd Iooa lednlorulS 3 IaPOW b"3ZS veld 100d 6u!ppe/Il!unwwo0 9Z'LV SISAIVNV 3000 £OE) lloe OVI el 3lll ONIl1331yo'dOHO3v 1ev AaOltlnb'l AV-] llOe aOH3Ny Btl weld IIeM JeayS s pn;S Joold pie pinlorulS 3 IKPOIN VE'3ZS ueld Joold puZ 6u!pl!ng Iq!unwwoO 9Z'LV NOI-LVWNOANI 1O3rONd ZOE) H1ON3l l ONv F ueld 6u!weJd Joold PIC lempnLlS 3 IapoW E'3ZS sueld P86Jelu3 6u!p1!ng!y!unwwoO bZ'LV 133HS U3A03 LOJ 3IONV a X3aNl ONIM2 G Sl sMs fib' niOKIHO?JV SNOLVIA32199V�1d niORIHO�JV z — + _ 1 ! I 3; L60Z/91t uoi}analsuoo Jol panssl 600 Isv ' '9113MMVIS aNV 9X330 Lt • a01a31X33A08VSOV3Ha3INNIadS TVM30153QA1 AaO 30VWad 'OZ [1 �./l��.,/3000 /''� �S210 6 1tlOijtO S I S�l�V I V V 7 Q O J W, 108d 300 SIHd10SS3�I�O NI I 3000 L 3H1 AEI O3a1f103a SV 0301AOad 3g INHS SNOIlO3dSNl lvynpoo -BL V ' ' t - A 1N3Wn000 SIHl SHa3AOD 1VNI 3000 3H1 AS 03NLd30 S3I1SRl31OVWH3 ONINanS 3OViaf153H1 HUM AldWOO NOLLY)nSNI DI1SYtd IHVOj TV 'GL '1,10n,d/.1'031V3a13anSS3ad Be IIVHS IIOS 803J3a0NOO'nWO H11M IDVINOO NI aOOM IIV 91. 'NDIdAl'SeV'15 ONIdOIS CINV SV'3'dV GVIS 03SS303a TV 1V SS3NNO6'OWLS a31ON NIVINIVW SL • w -w. '.ZFJ9A NVHI SS31 3SV3 ON _ wu.+e Ni 1n5'031ON SV ONITIng 3H11VDad AVMV Q3dOIS 399IVHS A3HI apr;rg ucc;rN :NN1dKl or); rbwv�Di US! - _ 'ENIaiingineVSONIONYIONVSNWM313149NOJa0RL31X33N3HM 'bL AB O3XD311:) S1N314nooa to as SIHl NIi3A09 1VH1 S30003141J3311Y 1IVHS STVIS ONV SIVMan S13I101 V11V'IV EL tnOoH bno0 I -J30YNYN 133JOXJ _ - - 'O3IVDIONI SY 3dOI3AN3 SnonNI1NOO tuwnS Ioo9a9V1 W1034143.133101Ild i t - V 301AOad Ol O30N31NI SI NouvinSNI ONnOS ONV IWB13H1 Zl S1803AONddY T'•�^ - -.'- - _••n 03AOH"V SV'a3AO3 mo-t10z :>13gIN1W dJ3fObd s.- �!r•iTs Ol vowd mtji 33VId3aa0•a3WdV8 WdVA 013OVWVO ANV aNd3a IItlHS a013tla1N003H1'SNOI1Va13N3d IV31a13313 ONV • - _ �r.' IVDINVHD3W'IVHAIara1S 9NtOnl•Jt.'I'NOfltlalliml aIV IV11N310d i L,TCOpM elge103SM Jo sluewaynle.A...14.laaw Ileys wed aagaP do SV3aV a3H10 ONV SWUVa13N3d MOOMIA(INV Sa000 I S 80IM31)3 IIV ONnOaV AlsnonNut000 Q3n jdY Be TVHS SM/3W - 'q-a)o aouelsisai leuuayl wnww!w a ane4 peys uom vl 1d' H 03AO bddV,j i3R O 3NNVlN 31YS'GOH 8 M3VS 3H1 io NV'S11VM 1N1 tuoluAoa lnllnd; 9lOZN/A 9 '•"- zY`w';: - ted"s t•uud Deng Dams!! 910=119 9 S L-b"ZOb 03SM lensed 9L ON l�ulsa looyo5 uol6u!pV OS :plgsi0 looyog 3H1 NNINMV TVHS a013Va1NO3�S1N31W1300 d013S SI1LL !>pdG Op jail 9LOZ/a/2 t - Jo awsswd a tapun palsal ue4m'm°H/sa6ueyo 9V S paaoxa lau peys 6u!pynq pale!dww DILL:Kal kpp-8 Na3AOO lVH1 S3000 3H1 aid 018dd01S 3HU HIJM'013111tON00 • and pan 9LOMUt t luauiPedoot SN!0 u-*.WV :j MO_4arja ONt1VH.L 0311WII 10Nlnfl W3S IIIDNI'S01WHIIWm 1tla '0060adNuo Obbtl VWW 3ald aOj SNOLLVa13N3d 1N ONnOaY T/3S IT/IS$a010Va1NOD Ll WW WW'S rAwAol•1 Q 910UL121 led palsal ueym)s/wp OSb peaoxe lou peys sloop pue JsAIIJa 0E'0 Paeaxe lou lleys s pu!M:uapegsauaj At°•mo5 H�neM11•P!^eld N!IAn 'NOI1tMldltle�t3 PIL'LWnS d£ID SIOZ/D7Jtl l - ad -sluawanitbat g odAJ:slwn g odAJ a3033N ANV MOd 1J310VDaV 10VINOD:St)NIMVW 31VOS ION 00 0L NO11dnLO530 31tl0 7LaVW CGZ3 Io LL9L 3'LSEZ 3>IWlV Palsal u Vy ed sL le JspnJo p0'O paaoxa lou peys-.IgwaesV lbw nlun tlod,£l 0L=III—ZBL 1P%S:s1Nn V odA1 'Nol1VTVsism NOd Q3a1n03a sV 11210M 3H1 Otlawlaa0D3 BLLZ3 W1Stl gad palse7 ueym ed SC 1e Js/wpbODb ue41 ualew6 ou N!!ea ed a ene 04S pemlbet saoWV eW!ssaaatl B seDfido relulpad OR Dl ODE aOd VIsm 00Nv S SI 1O AgG1NO3 3Nl a roar sill dO laVd I9 411 s!eualeW saaedg Itln>NedolglttaooV SV Q3TN1'do QNVSa3LLL0"03andinoj Mo.4 soLLvD'f3'd's 6 ' (LL�a1de43)N!I!9!ssaooy 'NOIIV ke a3 11N3li SVN3 aOd SN4HOild3d CINV _ - Jr •suog!suep pue'suoOeLWuad a0 SlIVJ30 AB 03a1f103a SV NaOM ONIWilOda3d ONV uo n dw�a asn is Lo Aue�o ssmuad uau4m --- 1 s , 'sweas pe le papas aq Ileys taweg tN-L'b'Z04 03SM 41!•5+aaueydwm Ln laaweq ne hays snonu!NOi OWAP pm%SL Z I Sl NOLLV7NISM ONLLVN10a003 aOd 3l81SNOdS3a SI aO1DVa1NV]3 u°pm 4 100! s,la°yyw timigO Aplo wafoid s!yl uo>sn�oj.E _ o "Sa3N10 AS o3I 03SM OM/Oa 013.ni r3%L 7 c31v3l'!'N '9 a,!,,,S!uuo!ssgp4p ",,Iiq.wv ayL'Z %SZ OL o1,S 'SOW)0140N00310H Wnttl0013HVSN04 N3VdtC Y3IONI ••1°f';(YW3yAQ 9lOZ Iy9wido0I ssal�o Oq•p OOHS a emo eauels! da t 3a3HM a001j 031KIN1d YIOaj N3N93aV SNgSN3W101HO13H L I' �,,/�/�� '' II /� /� 19 IN O' Sa!d db'W/�11N101/\ ssa!oOE OYI :D00lgoo"A pPY"ApuM e6u.u.do palaalwduf S INIIO 003H1N!3a3HM3S13O31Nf'MO a0031YD3HI :sl 3u eip s!g1 -pap!uuds sOu! ! algel jad s6wued IIeM tope 31143A O OW S'OIIVV Ol IV&3NNOiIH0V NI A 3WV NOILV 31LL 9 ssal�°LE sloop anbed0 PI nq W(B"SOL ) O lx3 d0 33N3tN3AN03 0NY NOIIb1Ya0lNl lVa3N39 aOj 3aV SN011VA313 g .bZ ioJ OL-a : L s '9 eal5p39e!S Pele4un 0 uoqutlgsuoD Joo a 1OR31X30Ntl a0Ia3J/1 NO 031Sn S3HSINW ONY SIVIa31VLV wnw!u!w LZ-a :wm Paweg P-M umto8 51N130 80 SONIMYMO 40 NOl1V-1114V 1!WII wnw!u!w 84•a :uopelnsul(aiOV)laoa ION S30O ONV AINO 30N31N3AN00 aOd$l SSlHi JO O LLOBS BOOO 'S l ZJL (t10110ogIf3 C Zl[Dill '133H$SIHl d0 NO11D35 53000 1, uogcuudos llun 6up*0 3H1 N103U[1N3O13003 3H1 dD NOt11O3 3H1 AS 03Na3AM 30(INV (2/e1dt4DD35Mtad wapna6anogessal :uml nysuoojwl:l WaOdNODTVH$SIVM31VY130N041YTVISMa0d8)N3W3Mn03a l l'9.9•EOV OWSM to Seuols E)epoO A6tau3 ale1S uol6u!yseM'V ialdey0 Jo eluewaPnbw pa..Pnoa ayl°I ww)uoo lleys laaloid :(ZE 60L 051) ONY sIVM31VW'NOI10na1SNOD SOaVONV1S SNOLLVinO3a 'V dM 'u 0J5U 1IJv tad'lualeA!nbo io m tooPlno Jo uya 0l yoea toJ seyau!aaenbs V'sluan lalu!mopulm-46nwy1 le sluawwmbat Jayat aleu!pt000 of iapeyuo0 Z/L uoge.edag 7!un 6L=,L 'ONI033QOIS VI 1 a D A9a N 0 =1�11 3a033fl AI31V163WW1133UFCJaY 3N11OV1NO3 SONIMV!!0 3N anuany y;LL 6OZOZ uoualul IVHrjI3dY3aLp4DMVSONVI N33M 39-TV GNnD313'1VOIH 30 l NOISNlals 'suetIsneyxa asnoy aloym of uogoauuoo Aq pap!Awd aq!!eys uoyepuaA 0 =OE<x ATIWD3UH3aV'SDNWV0 IWN 0 LVMNI YNVO 1SNI,JO ld dS OLS'Zet 0 =0E>x>OL 1nOAVl N/a0aa3 3 'SONIMVaO IN NO IAOUdON1 HS XaoM 3H1 d0 L -monva,- urn 0L l'1's OOS't-L00'I)tplYl ag E Pu°z �',', squaw}sanul •.nonuguoa urp OE (1't 000'1-0091 than a8l te do a )is OS L L =OL>x>s N011n33X3 a3dOad ONV 313IdWo3Y301A0ad TVI1S a0"HUOM tHI e 4 MJo L'k'EOV opVl 41's`ouua (Z-V dnOa9)jS 0O5'l, x 'NaQM IIV 3N1 - UO��u�lad d/� :oPoD leavt400W otelS uot6u.se hd✓+�Y L :(Z09 a19e-LOGI),oualx3 HINAOM03300ad RIIVSNOWON 0 3H101 S31ONVd3a351 NO0 slvn lV!luop!fa ID uatVlguoA x 4 alogm 6u0t/•da AIClmnu OP! d (Z•a dnOa9)is Wf'6LL=tl3aV :suoy!Ped/slleM 6uueag-u0N 1a0d3a ONV 3115 3H11tl SNOLLIONO3 AjIa3A TVHS ap13Y1dIN00 Z ae,(Nez V9) uouslul VzIO)W M V�1 JJ vlb311aO PJVH t 0 :toualx3 S1Hl jO laVd SV t03E0ad 3Hl NI O3AIOANI S30tlll1 llV d0 NaOM OO7 N30+a81(SZ) :sI1eM 6uueag 3HL 3JVNIQa003 ONV SNOISINW410 IIV AlIa3ATVHS a01.3Va1NOD I aflt(50 SUNn 0 :.weld lei pngS t+ Ol ONY89 (Los 319V108) LL �1a ad XO dS OZL Z my ow mg I-mW (SHH) sluawannbay bu0ey GADSISaa a-0d 39dbSCi tt >� S310N Wd3N39 Z VOS 091 tad pamolN sa.-!S E OZL'Z OSVC OLB'S J!,-.EE z [ 9NIwwoo dS ODO'L ioo!j tad ea V xpgel uZ lsl t i.N 1 sAald IwtuW'sua AlINOWWOD ' :uoi owlsuoo Ja adAl Awedn,aO Z-a algal Del lad 8-A-14 • • nd PuC rcouf0mau SW Lei- 09D'V tlfYll 5-.zl, C Lt F+ V 1 Inol x°N 1� �03 V^Nl 11'�u''P'1"t! 9L 9NI011ne (sseu!sng)8 dnwO NO%LS :e6nuea)ad IenloVPe!ngel Aouedn3o0 pex!W (A!gwassV)E-V dnwO SIIVM aNtl 531a3N00a 03a33NION3 JS OSL'E ea.V!elol Aouedn O pax!W SCC't SC0'f 09010 mil. 9-zt, L it (1 quapraa)Z-a drwiO :uo!leay!sse!p AouednoaO El VdN-Sa3lNNIadS 3a!d' IIII � eaiV!enpv t L j !I 1 •M �4�eH t3�tltc*wm sl`3NI011ne waMY3aId• dS 000'6 :mold lad ea)V ioingej Aauednoo0 g vivaLw D fl >1 dS 005,E ewtl lenpV SEE'L sE0'4 090'V OEV'LL 9 ZV i LL dS 000 9 u W tad eaN te!n9uI !outdo»O Z Y WWI uoN 1� �14 7�1(`9-4;M L)N3-i01� 'a!geopddy]aN 7aPlsa uo0aalad podlry zq dsI >� •°W (Oenlu9uOWV) Sl`d11msns a3b3d330 014011118 ALINnWW03 Ot9Y Stt'E 091,,E Stl'6 V-Xv E 6 acre jai Jo%S :Pannhaa eoedS uadO a!gesn luaueuuad �+ 1-1 -IV •FUR-H UW1 tw(1 INW'Mt_l EI`JNIO 7I II luep!saind-Js s9 :(oZd'z9'0z OPAf)AwnbGV owid MW NO dS OEp'LL eaN 6ulPlpl9lenloy Ilun ued seoeds sZ Z :(L•ZL'0Z 3WV1 S1ua--Dow 6uWad O MOMV • OLB'E SE6'S SS6'S O0L'SL .£-.ZV C 9t MOa Luog.O-AL tm,oz DING winos o6eu6S tad pamo!!V eauol5 E >L n 1 s-N lq� 67d-W-n NOwpn:o aON!al!n8 MOa I. dl-.SZ (OLO'HYtK 3WYJ s+ospuelumos 6uplmd 1N3WdOI3A3O 3115- Z'bOS Del is000'L ioo!jted earVteingel •p,S =te))ng edespuel Aou c..0 Z-a OL91E SGO'V OOVP SVL'LL Al,-db [ Zl .O-AZ =null AeMJo Jg5la 91 t I 1 I • Iat 1 a 1� F-MA :' M1i l '°v ' 14 9NIOI!n8 .O-.S =A)epunog lo,i.u.Jul b3aV>latld 01l8nd d0 N0110nalSNOO- :(S-gV'OZ 0m)eMI cIps 6u!pl!ne ONINatld 031VIOOSSV d0 NOuona1SNO3- No dS SVL'LL eaitl fiu!plmg lenlaV Of6'Z SVL'E 591,,E 0V1,'6 6-1ZV C 6 ASV :(S-SV'OZ OW)146!aH 6a!PMfl noW • 3g-�pZ IV + j _7A7Tup1 a 1-4 b R-P Chi W,-n R4 19 OL'JNtoling algao!!ddV ION OZ OWN)ADtuaO OBl gad pamolN sauolSE S-WOZ3WViad%SL :o6ewno0 lol pamo!1V'wnwe,eW S1N3Wlilb'dtl SalVlsdn E/MONIO11n5ALINnWW00L13na1SN00- is000'L Ioo!jtad eaNte!ngel OLS1E SCO'V OOL'V SpL'LL J1,-.Zb E U (--VEO'8)dSEZS'6VE :eaN Wl Aouedn oZ-a l d lul Ls+�s' 1� �t it 69NIOIInfl Dec'L SONIOIIngIVIlN3aIS3a9L10nalSN03- (sUnip!!ne a1d11!nW) 0C5'f SLO1V OOt1V WL'LL .,LL•.ib t it SluouniodV,Apwej-IIInV4 :asn NO JmrmmS OW6 eaN 6u!plmg!enpV I I j l j�a'rc 14:T�aH +°T�Id sry�Tlt'I�3yllra 9 9NIOlInB (NlsuaO Y ng y6!HlaOuapsea)aHa euoZ NOI1 NOSK 103f'02id 0131 tad PamopV sauolS E OEB'Z SbL'£ 591,1E OW6 6-.ZV t 6 1 tll 1 jS 000,E too!j lad eaN ieingel 1 is p1 +A 14.e�H 0 u�Ala C 9NIOIInB Aauednoo0 Z-a leld 6uls!x3.V.,laded Jo uopod SONI N OE6'Z SVL'E 59 L'f OVL'6 6-1Z4 t 4 e 6u!ag 100SSOOL666L'oN opd s)assessV u!paP»Doa V00D-L6-M 1 I °1•+Y I6A N say 9 9Nt I laid Uo4S uo101gyylo N!D'ann!y7la 6-E nol 000 Noolg'oml°iNl Ael'End SOaVONV1S N91S3010V ONISf10H alVd NO jS OOL'SL eaN 6u!pl!ne Ien1aV uondu»o0 p6o1 ZLOZ-L'LLL ISNtl�01 • "z {t.51 • 1 0C9'L S►I'[ 59L't OPVC 6-,ZV E 6 Z Vog 391 tad pamolN sauolS E PuZ .L Midi V 1� 3 own uupns S ONIOItne 60LDOODOL6ZPDO d5000'L t°°Id ued eaNueingel '80L00000L6Z800 ZOOZ a-E L'O-EL'E L'ZL aaVONVJ_S VdAN 00 /ouednoop Z-a OLS'C SLO1V 00L14 sbL1LL .•LL•.ZV C zL 'LOL00000,Z9Do t S9NIO1100 P' Nlul •ry 7� 91 COG _PT'!u+(5=I2) V9NIOIIf18 9o[000OO6Z900 NOI11a31N3aan0'300031a1O3l3 ltlNOIltlN 'SOLOOOOOL6ZBO0 9fi0Z-I9Z96 tlM 11Auae3 a•+pD AdN auYely�saAl91 L[ ,.muzyi[pmum� zozs65z'9z>I Lstl'ssZ'sZt lei NO dS Sf l'fi ewy 6ulPlmS len"I OEB'Z 541,1E 59.1E ObL'6 6-dq C 6 COL00D001,0800 WHIMI.1 u u of 1� 1� N ip4u s £0NIa11O8 'EOLOOOOOL6Zg00 soN!anted Nuno3 4s!wa4ouS N011103 ZLOZ'3000 AOa3N3 31V1S NOlONIHSVM L L-LS 0VM Z'►09 C1a�d p•vosV.aualS£ is 000'L tool]led eatVtepgel Ot9Y' SE61S 596'S 00,.S1 E-.ZV C 9l EZ286 uo]6wt1s M'ua16u!Ptl N011103 ZLOZ'3000 ONI9Wnld WaOdlNn LS-L50VM t,OZ96 VM'O8JGA3 Aouedn OZ-a P4 NZ t M171 0 1 �Wd(S m P3FM Z9Nlallne 3N anumV WL LOZOZ 'ssa)ppy peon ou!se0-M OZOI l NV I.SONIO 1ne ftl Ia NI N N011103 ZLOZ'3003 3alj IVNOIlVNa31Nl bS-LS 3VM 011'sluawlsanu!uol6u!PV QM :a31,1MOlD31`0ad OWL SEt•C DWI: 5CV6 4-XV t 6 e6eluo4 tol eseatou!ou 6u!wn v 6't—P'+Z Isl j'I Iai--v 1� 'C013 1 Wlw �'t a 1 J AIL (0919DWA) opoO N011103 ZLOZ'30001V31NVH03W IVNOI1tlNa31Nl ZS-LS 0tlM EOS a!ge1001 tad fiu!P!!ne!ewpwatul ZLOZ :epo3 6u!P!!n5 3N'AV NLL LOZOZ :NOIlV30l lO3fOad sr�. 11�i f7PSTV W 9N1 1 V t OTIn6 uo16u!4seM'uo16u!IMJo N!0 :uopo!psunp NOUI03 ZLOZ'3000 ONIOIIne IVNOI1VNa31Nl OS-LS 3VM tlM'uol6u!PV 0 >! - - — vivo 1003 S3000 JNIN2OA09 N01iVM0A1 iO3IPO2ld _� L c z I Ueld a;iS L60Z/9/6 uogonaisuoO aol panssl 600 Is`d ,09� .08 ,Ob .OZ .0 ... Hif10s Ol l3lrtlatld '8 a3Na00 ALa3dOad 30N3a3d3U NI 03Hnstl3W S319Ntl a3anstl3W s3oNtllSla A L'OOIB NOISN3WIC% .9-,E9 4 veld }noAe-1 bulplln8 V Il a3Ll3HSHulOS •t- , pp rl ©\ b(IbAg S'91 p ! vu3 Ad ONtl11'dd0'WIS SZL6t O'SSL Bl3aOW a1300W 1Niod NbI 586E ua.ene are"ueWeN NIY1db�HCH =uoBenol3 dd 6 Dale - =uo9enel3 dd = y 13 dd S Ms .9-At f'OarB AHONX"O SL'ESL S t •� L _ 3,3aOW 1NlodwwM l+lebts sn9ty/ T13oNNtlW Ll3f(SHd 'uo9bnoy� ugPnbg d! Z'OOIB Vt SBSVHd lOH ONlana 9—IS lb MW4 'dCUMVIG133foud 31f10108 N3dOd33N-3NVI 3ald 1 !AH O3AOHddv ygt 13° IS tleans aE+5 Ht Ae15 t2+Ms LSO'ttOt H3HLYfiH 133faa AFt 'wOwm I j'0 j 1NIa+l>raU I G w Cn Boo ldd 9lDLNRt 8 CD tooliH 9t=Ifzt F —_ tw+nd PMH Vb^°•1 9tOLOt9 S ooteoon 9lOZ18t2 ► ( - 0"%-d DIPM1 910miIL C 1 I I .O I I 1 1 R N 00-u s nwwH IMFMOI SIOL112 L rotwnsenal SWAM L tl8S 7B 7S --�lNIOdN M I I "O NOLLdwM 31tla )W" 594 P SGLSL 04 01'3 dd n-"t 3 dd 9-"L cn F net 1NIOd •uobeib�dd •uoeeAM3 dd 091 s (D_ uopnpo+daiu n+>y+of,uuu3 uols—nd wa" aNVH dd0'WIS (ONtlH-ddO-WIS) a�uvs,lag euoyltl sn ' =uo8enal3 dd a1300W ' I ••Il t tll"3aOW y O'65L L'oalB 9OaIB 1H H9L obis Weauy-rymegO(uolaafmdsiluosnajE -41 +say+do Ft9401 sl, .1l O 1L:&hWTO911u( 3.9—Pa tnei M nb1S t'.10'1H + •B 1 a 391 H EF. 31r3HS lVHU130 9l S Y•-0eIS \ \ •lat S EbL j° I \ =uopenel3 dd '� VM`UO}Bulljv -0 aNVH-ddO'WIS wulWf XHOM 11OOd HHOM B1300W 3N @any y;LL �OZOZ 3 m N 8'OOIB � ly � tll3aOW b•l+lr! SM313M71aO11J17313 �•,•,(`'SIUE,/wIS9AuI — ^ WOMB =uoll nal3 dd Q U01buili V CIM -f 4r \@SL+IN9 LNgS SL'96L `�I� .9 BIMOW =uo8ene�dd '��, LilOd7fHOM "O-4 v 6 JalB SLt O'E4L ••.. \t9/ VS1 J s 01 300W OSt+IBIS a t� _ e++olK^oB 33 9 L-Dote LL �1a�d `JNnnV#0 � 8•+et8 aline IC Wes' ALINLt Y�WWOO 5.�� St net le VLL tMS • • • --- 2Ntod MOM ;! 1!•od x"m Mod IwOM •�+ SH313W WXH10313 9EL 9-,9L9 A RE OZ I I 1NIad)LHaM\L Quapbnp3zu OSL ,9£ ,EZE 6L \� L14 .L9Z ��9-,LbE 8L ESL .4LZ ,LLE LL 46 ,99Z ,94 9L vot aNVN tact � rj r' ELL ,BLE ,L6 9L 4" / ot'Dolee 'L LS .86E „9-.86 4L SLbL 94 L .969 „9-,Z9Z E L =uoilenal3 dd F BOL ,1769 „9 ,84£ ZL 6t YeL ZS „9-,659 ,L94 LL HLI MtS • L9L bZ£ A ,99E OL �L ELL E 6 9 , srtirt rL►t 86 Z6L US 6 =uo9eAe13 dd Z6 =wpbnry3 dd D 0 ,69E ,BEb 1 au«b1s 0 19L ,LZZ 9 scobt 0 L9L IN 9 HMOON •01-! =u WA.13 dd 08 L £L „9 ,LES 4 u'oale z O t6L =uo9enel3 dd OSL ,SL BLb E �tsmS� OB L .08 ,99 L Z ONtliq l+rol 90 L ,.9-'OZ „9-,69 L ¢` 1Ngd NaoM oiaaow t mtS ZL 3Dal00 ONtlH _ aouaLa;ab wOL� a3u9jejou ww; e3uaja;aa wa; I 1Npd HaoM 9�S dd0'WIS /Y 916uy Auolsuawlp xuolsuawla 1NIOd XHOM H31l3NS Hinos 31300W 6uueag 3u1od IIJOM 3u1od)ILoM 6u1p11ng oz'oale _ EL OmB Lt Frra•totbbva•twMa �wq,A.Lt�HercLgLtbut •,�� _ LNwd tLaoA+ un•ese+,vW+«�.w ansuse.:Nl Lmcesccaa+ uueag g uoaleOo�tuiod>f�oM 8 �/+ � B a f I b f L I L 60Z/9/� uollonaisuo:D aol panssl 600ISd I 0-,L=.L .O-.L=.L .Pd=„l .ft, =.9L/L � 1 u6iS doaS loges g Ilglssaaoy pa�uied S u6ls 6ul��ed��llglssaooy ZL Ile;aQ xoglleW ONIIOOd .OL • 313UONO0 3SV9 313MONO0 '—'r— d3 .S/EL .E•,l .O-E .4L .0-,E X'tlIO.0.ZL X H313LVVI0.0-.,1 I 9/L 9l I Y. •. � .ZL .4 j I 3O03M �_ —!• 113WWVH 1331E Oil HAM Slle}ad a}IS ONOl.0E3A31S1331S'ATdO OV31n03HDS'0*1*V1G.V 3 �Sq ❑•• ❑� tl ONIdVOSONVI 3 y NVId iJ3d ONIAVd ®� NO ONIAVd 11VHdStl c o � ❑ • .875 LS 'XltlM301S-0NO0 dO dO1 ; ONUOOd u; y d0 H1d30-IIILd ONIlOOd .Z9 ❑ • ❑ • ONIdtlOSONVI q dO dO1 HLM HSnld I ❑ • ❑ • HSINId M0139„b'NIW �S 3A331S 3d1d 0431n03H05 dVMID „W bL ?JO'ONIAVd1lVHdSV'GYIS 311HM m..Z/L.lsale9 meWY 1F3OVN`VVIItlV1 1dY3J1 OB1OWL • 3 ZO1NI 3dId Ob 1lOei ;— I I I Il .9/E L ❑ •• ❑❑ 13NONO0 HAM HSnld 3Id3V1 31n03H03 M31A 9WIN3IlSVdO23H21 ONIOdO dOl OlOH.0-Z 03 W1WI NOS ZINVA Cr4)031D 043NIW l 1S 91ISS300V NVA n0H0S'A1VO'V10AZ 3nlBlIl191SS3O0 ❑ 3O1 O O aroins Y4m 1QLJHFOJ13LO8d ON iINnoW A8 OdAONddV 31SO d ONOtl9 NOIS ❑1 ' 4 )M •••• • ZSO•fLOZ U381V(11t.L13fOlW NO1S dO1S (Z)HIM N31Stl3 ❑ • ❑ 1 IOBWAS 33tld?J31ailV9 b; dV31SOd 03ZINVA1tlO �* ❑N �1Vd I .9•.L .95{ NOIS ONNUVd 3191SS300V 3A s3 .9L—+{ 1,..�,Z. I dV0190d 03ZIN vATdO bwlr,d DU^8 Dm•Lsll 910mm s 3 d Poie ni 91oZ/o1/Z b Im111wgnS W u a�O lau'w^S dnO9Nl Z NOLLdIMJS30 31V0 Xb*M • •uou,npo.&,io asnpo1—�a1 uos m-dvu" s,lcojiq.W u!n0O'LWo ta,f dsigi uo osn iod'E a:n.vaS leuolss3mdp up"Uml s,1-aIlq vagL,z ,,q'; ,(3U 9IOZ ly5undo0l :51 t.!..p slgl FL 9 .0•.L..b/E �A� .0-,L=„b/f /E „0-.L=.,Z/L aouad�ul� .0A eoua3 poo/�nnaN aouad aanso��u3 yseal Z veld ajnsolou3 JaIs was yM`uoj6U1jJV 3N onuany gjLL 60ZOZ ONLLSII(3H01tlW I f=11I. AIM LSIUGWISGAUI f 111-1I E_ T039 FFlll x—x—x—x—x—x—x—x—x—x- ; NOIlO35 I I I-11 El 1 _ 1SOd x 4 uo�6ul�ay Q/N �11S111— illill litllli ¢30v8osns_LovdWO0 > I I 1-1 I EJ 1—111 tl3 ONIlOOd _ —1 V V J _ _ �0NO0'tlIO.ZL § x aQ7 36VG 313'dONO0 6! O1 'V3 C7m OMIS I I—I I is I I—I I I✓1 I Iv '0NO0'V1O.ZL I I E II El 11-11I-1 § _ I I —1 I I —f I I—.1 11-1 11—I I I I I i x 02 1O9 11S 1VO'tl10.9 LL �Jed 30tlH0 HSINId —II1J I I 111 111—I I�I-1 BMW NOISN31 WO11O9 I I I 1-1 I I-1 I I I I-1(I—_ — )y 1 21V9?13H013il1S § 1, —11_1 1 N0ONO3HSLgi7.4 N 111 i-I I I t_ '0 N i IQ x 30N3d NNII NIVHO C 1N31X3 X Z 4 HOd NY1d 33S'AtlM'V3-0 0 ` 031VOO IANIA NOVI9 O NV93b E#/M 9VIS'ONO0.9 .0-,OL ltl 1SOd IINO N3d 3dOIS '15Od d0 N313W1N3d 1V ON311" j 1NVIV'3S ONV dVO/M N1 11d O j L 03MOW 11VU dO1 -3Hd S 1NIOf NOISNVd)G - x ' � 'dA1 •1 dtlO lSOd IIVN snd/M HSn1d 1nN NNIS x 89INnOO df -11O91nN 3OV18UVO'A1VO q .Z/L /M 1SOd HOV3 01 HOV-LLV-11VN x snil'1'd SXE ON V IIV'd 3ON3d'1'd 9XZ -ON10VdS NOd NV1d0i'd3d3i1 �. "0NI0VdS 21Od NVId i AVM'V3 0'O.9L 1tl 21 -1SOd OOOM 031V3NI.4X4 u Ol?J3d3il � E#IM 30tl21O NO 9b'lS'0N00.9 OO 5 "1109 -1SOd 1331S'ATVV'VTa.4 3OV1aNV0'A1VO.Z/L/M 1SOd HOV3 x Ol HOtl11V-S11V4130N3d'1'd 4XZ '11O9 3OVI8 HVO WIV90L/M 1SOd HOV3 O-L HOV11V-S1NH 33N3d'1'd 9XZ(Z) • X NVId 1SOd ON3V'O�OUAON3d HVO3O — X3NIV1S 9Xl NVId lSOd 0N3 -O'O.917^ONION3d HV030 4 „m",Cvmw zez*ss o f [s[es-,Ella+ lONN-1HO1103NIV1S 9XL 1SOd 30N3d"AIVO tl10.4 b-x—x—X—X—x—x—x—X—X—X WI[il 1'd OLXZ •4 . WIHl'1'd 9XZ 1IV13O LI3I ONION31 OHVIIOs"US tl10.9 Ntl033 O3NIVIS E z 1 s r LWZ/9/4 uollona}suooJolponssi o-.L=.Z/L 1.00 IS`d NOIS MJiN3 L 1 — _ — _ avimn�o�a3uioa � ->Q{L9Pil11t0p115'ONIl00d _ — 0 y 'd'S 9-.1L..9E X.bZ 'd S S 0 SS3tl00V.SZ X.ZC -3S 9-.-.)W X U Y—'dS 9Z-.xtltld..fLX.Zf • . w r _ _ _ _ _ �3N'1�1tY12'L 'j's a'z-.Xavd..elxze - - - - - 'dssross3a0Ovs'zx2f _ lNM OM11Sdn 31380NOD 01 11Vm aw-Lsdn 313HON00 O.L ';pa108 uc.lI9N I "�IY1dt,UN 03HOVILV BANVdWOD NOIS 03HOtllltl 4ANVdWIXI NOIS -A80ix.)H"Z) ' - AO N91S ONV ONOIOVONI3W AB NOISONVONOIDWWUVf wLWH 6nv,7 I =j9OVNVIiJ.03fOYd _ - - w"ms Wwa4'1 -d=5Y101J3fObd A8 O3AOtfdd\' 'd 51'9 bifIO.64 X.ZZ 'iSC99NB.1lXTZ ZSO'►LOL 1138t\.RN 1l3fO8d I L — '03 NId NVId ' .b•.9 A,-.6 .O-z xOtlO13S'NIW dr,L NOVO13s'NIW .0-.9 :1HO13H'XVW &..9 '.HOSH X1•I 'L 1d0591 :V3LVXVW Z JAD991 VgHvxm L 'nVM OM11Sdn R080NOO 01 L I ISV LLWAA OL w!S (13HDVlltl 9AWMOO NOIS w1s NO11dFdO 31V0 NNW r--------- ------ -__-»---__ _ _____� AB NOIS ONV ONIXOVO NI3W __---- ----____—__ -------__-�_ ----_- _--"-.1 I I I 530tld905318ISW N7 HSINld H100W5 ! 'ONLLODA OW'3StlOTIVM 313HONOO d10 'uouanpmdm�o asn�aqm bun�o)uolsslw,ad uaqur ' ,gary.!.gO'Xryo loafwd snp uo asn jod*E s,laap ' I ' aowas leuoissa)oyl,p lvalmupnJ s,laal!y:utl aRL'Z ' I - ' 1 's'+t:•!\'N3)UO 91OZ 1gAw(doD,I :sl o.!..p s"LL •H fl VM'uo;6uilay N0I103S NOIS A. :UN3 3N anuany g ILL 1 WZOZ •�•,•, 'SIUOW}SanuI (f)6'E905000SM OIX 83d 3SN 96 1(1 1OVd 400 03HSnH0 - — .4210%O6 01 O310tldWOD 30'daOOf1S - UOIBUIIJd QM '0'O.OL@Sdn8HI1S — i 'WOuoO 4 dol snonNI1N00 SHVO D#w—� — - 'D'O.9L iJ SBVO bit LL �Jed • iivm nWD 031nOHO __ n 0 rn I�'OV t� I llVM 313i10N00 O11N3WHOtllltl AXOd3 /M 801Ob'i11N00 3OVNOIS Afl NOIS �tAl'M D • B60Z-IOZB6 tlM'na�nn9 awp maN a'M1+sW 1saN 9[LI vmnrtiymumi ZCZ9'69i;9Z6 J 191E69Z'9Zt�l l ' E Z I s ► s ` UOI OIIJ su0 JOI anss wD3'D3IDYZT9IQ'OgC NOHd wDD 03IOLL'LK3T11wry"IVw3 L L OZ/9/6 } � � tI p �..�/ S9Z5'SlB'09£�3NOHd IOLL'LZB'SZY BNOHd u°s9as'Doe:xve • OHd SHINOW Sl i10!017VA 7VA08ddV S P o Is V 9ZLB6 tlM'wVH91 CU ££086 tlM'ONNNB16 004L'6l4'09£BNnOA O 1-00.10 31V0 OB£L'b5CSZ6 L'N1N00'NH VZ N/ON Hddil NdS WLL 3nN3A�ry 10 £LZ66 tl�00MINI:Nlltl NOLDNI ALf. 'aauleu3 'NYId 9N10VH9 03AOHddV'M 39NVH0 103POdd wita VnHscr 01311 13XX3 'ON!'S3ON313S HIM 031VIDOEStl 191S30SO033 Ae Ni d0 OGNIVH38 3H1 HOd MI N91S30 Ni OInOHS Z?SD YO� YRNIDN3 7VDINHDU019 1D311HJdV 3dV!7SONV7 i HNIf131'.►JATiMV33a T33b 3Nd Al dad 'IVAOHddV ONIOVH9 AlM NV UA All1181SNOdS38 0NV).11l19Vn 03t0dddr 0Nr a3N3lL>9f AI SVN133A6 Nrld SlHi 'NSIH TV 3WnSSV IIVHS H010VH11N00 ONV H3dO13A30 3H1 1VAONddV ONIMV80 NOnn&SNOO 310N S 11WRd DNIMD L Iwo3an-�sowm�l/1rm�1s-xsolre�an13 13N'NVW3HA00HDn00--lM FIOL-N!J 09F1 AY! O11L81lU l91£'69Z'SZ*3NOHd MOTISMONOOONtlAB-NW3 OIOZ-lO► 09f1 3AbNd tl nOO y 7 V 7/\ r� SINDO N SN011VOI3103dS N0110ndiSN00 WON39 L'b7 M03'1SYNISMviTnIMOWW'-ING lone tlM'iJ3m 0°Y£'69T9U 3NOHd 7/196 rM'NON83A INI 133HS a3/\OO SNOLLV0Li103dS NOl10n1115N00 N019Nn21tl 30 A110 9'47 or L nY 4aZNI V1'M 0ZO3 3NNO MI 3NINtlw uoH 9LLl LOZ86 VM'3 909c so'N X09'0'd v10Z'0r z OV001nr SnIS 91LI 3OZ86 A910D 509£ 13dW3Z AWWr1/3'd'11 XOS Ird JNIsn 03H0733O 383H ONV•lrld3lr(v 30rid-Ni Otl 1. ONISYJ JS3M OZOI S1M130 NOLLanH1SN00 S'47 1NpW1S3ANl N019K1W OM S D3llH3HV Ntlw3NA0 9NV3A8n5 ONdI VJBD 07T En080 1N3Wd013170 ONn05 AJ31i3tl 53KOM7,b 'S350d8nd A011J1N/LSADO VIO sllvl3o NouonalsNo� b'bD www DAWD nn wY sluxeNw a>,m 1J311H)UV ?l0.{311?!ns ONOJ JN%ls%Xl 0.(3/l alnsIa/33N1JN3 sirma a8VONVls H310II IS ?133N1S N019Nn8V 30 kJO Fto s3stMrkld eo!3dV uNrm 3s3w a�3do73n3o A6G3Y03ltO SJIV130 OHVONVIS J33US a HI N019NIINV 30 All0 Zbl 13dri"dT1 -"DVf.•VKIO310Md SIIVJ30 OHVONVls 3NIIH31VM N019N18V 30 A10 L"47 Z13888-I .LNOO 3NIEng 39 INOO Fll/WS 11389�10r1N00 dnOdO 530fA83S SS3NISn8�1Dr1N00 9dSF-F06(090 NM3A3sa AO 133A0Yddv 311308d ONV NVId 83M3S AHVIIM/S H1f10S 6'£7 Ond uNno0 MOW Imho0 N01ONnyv to A110 L9051 'NdHAIIIN1m3rolld 31130Nd aNV NVId 83MI ANNAWS H1HON WED b3MOd 318VD N3M3S.(MYl/NVS HIAOS NVId 33M3S N31VM L'£7 9(9F'9FF'09F 09LS-FS9(09F) HAON NY1d 301AUS N31VM 9'£7 97-FZO SNr71 ONIOr89 ONV 6'6O/0 7IV130 33S S890H WM 1Or1N0,7 338d00 Nr30 IOMOD 9ZSF-FOb(09F) d11'IW at of c, NVld N31VM HIAOS S'£7 ,4-0 5318VA IML3N Xd3N008 03SOdOdd 1� SV0 7r81111?J 30V0510 83001 N010Nndr lO AIlO v1'Lort NVId H31VM H1HON b'£7 S 38L1 01 AVMHLVd 03SOdOdd ® •SY7 3NOHdm X3LY W008 RMNI& M KU+ NVId H3IVMWH0IS H1n0S ££7 17rHaSr 319V3Wd3d @SIAd0.11d 3H1 7N!/1?I S 53J1J7/1/l moci l SNt8y3ll t136 9t '1t 17VHd5V 03SOd08d TI&I 903"0 0 1y, 91oy� NVId N3IVMWH015 H1HON ZF7 A3dON00 03SOdOdd 0 and wl wu►w Im IWO 111110'W NVld H3IVMWH015 IIVH3AO L'E7 a3NDls3o NoudlBos=_0 1Ve Od NVId All11111 IIVH3AO 0'£7 (H1d30) NO HM 33Hrd0 XX Ld0 S318r70A03d NLIN r38r N0Y7100 3S(LV38 d08 THONd ONV NVId TVMS 831VMW801S £LZ7 9dnO H318YVH 0350dOdd 08 31tlI8d0HddV Al 03AOMN S•dWe OW uonanpotdar�o asn�ayto Aue iol uolssnsssad wyum 31130Hd 3'NVId 01V08013 98110313210NOD 03amw 03SOd08d 003 03ZaOis 38 LSnw SV3HV 0308MM TIV'103fOHd 314130 NOU31drv0O NOdn'YI sAoangvymmgp Aluotaafadsr uo am ao3'E ON3 01 00+0'ViS OV08 81 V ON3 01 OO+S 'V1S ON N3MOl ZLZ7 )III 1S 3003 0311101H1 035OI MS31 'SNVld NODIDIN81 ONY 9NIdVO50NVl 3HL NO mHP33dS aalnsag Iouolssa3o,d3•+i:amnnsaM s,laatpiary•ql'z SY ONIdYOSONYI rn15N1'313'3L380NOO'1lVHdSV'S30tl3Hn5 HSINH TNJSNI'£l au1�.;vlvB7lAO VI0z+g9P PI OO+S 01 00+0 '311308d OW NVId aVOH mol LL'Z7 dnwim MISDOW 6z— dnO1N00 ONKS03 -----------nz----- m2u.--p sgl ON3 01 00+01 '3IIAONd aNV NVId OVOH d001 0LZ7 d311IC1 ONr 8dlA7 QiSOM/ONd ILI rBO ONd5IX3 'mO 3IRLNO1O ONY 39 All0 AISArSV d30 M078 03SOdOdd 1 17VHdSV 9NILSIX3 3H1 AB Q3HtIg3H SV 3LSN°,smii`3D33N 38 AVW Inn 3A OL{iY18 ONtl 1 3na 5 fl , fl OO+OL Ol 00+5 '3lIdOHd ONV M/ld OVOH dOOI 6'Z7 �� NIXt3f1HISfA3'133fOBd vul 10 upw3B1n03d 110 3NSN3U3 3Hl o13nD Z1 00+9 01 00+0 '311308d aNV NVId OVOH JODI WZ7 830w 30N83S 63LVM OiSOAW ■ 33HONOO 9NKSDG N0803NNOO DUYUdrd30 38L4 03SOd09/d NaLn9 W 88n0 0N8SA3 �tl° SNOLL035 SSOHO IIVM LZ7 1NrdI 38Y®10dO11d a NYiLL?801I 801 QDOIDMVn N W if W3N ANV O3S NO I NO O MHS NVId H31tlMWHO1S ONV SlltlM NHVd 9Z7 17rNd5r!0 30(13 ONOSlC1 Nu 3t1V8O *Hni N7S 00 SV3Hv rn 3O hW'W3U 3d 80 DN Skya 1 3A7YA d31VM 03SOXYd �I 3NI730N3d ONILSDO OISSYid 1SOdNO3 MONW 0i°° 3M W13 ATrA 113M 3N!OW H SAW NVId H3IVMWH015 ONV SIIVM>IHVd SZ7 °��SArO N�NrHI�0W�m�p1V`n�rn`1rH1 sY�N rn x3ro0 11 '3003 Dwmine lanoutlNpplN1 /'� `s uaw sanu 3Nnd31 rM a3sododd M 3Nnd3MOd 0N8SU3 a 031d00Y A 3 1N38Hn3 3HL HUM 30NVrvB03NO3 NIA 3 3HL Ol 0-,. } �,,,( } I Wd 9NIaVH9 H1n0S bZ7 1nONr370 dXZ A8r11NVS 03SOdOdd • 3Nn Sr0 ON8SIX3 0 'S 11013 1S HIM,33NYOH003tl NI OS 33 SI 108W03 m3WPI 3B ISnw SaDd38 1YNLI'NNOM 30 NO[MdrvDO NOdn'Sl UO}6U111 V aM iSNI I 5 QW ND IO I NOM)SN018°tibJ 316 SY VA OS 53Nf6Y31 38' NVId 9NIOtlH9 HiHON SZ7 37OHNrW ABrlINVS®SOdDG! � 1NrdOlH 381Y ON9SA3 � 11Y15NI ao 1'3Hf6Y3w 1LpLLhVO N060t3 ONV SIDHWO3 B3LYM 3OY38I15 31YO0738'ol 'Atlm DNINaoM NVId 9NIOVH9 3115 TfdH3A0 ZZ7 831135 A8r11NVS Q?51)dDtb SS 30VA 83LVM ONILSLY3 (X1 O1 VUE OIVS 80d Alu3 HR NK19 031ftrZO 31LL Ol A11D3180 mmom HOd3 30 ON3 3H1 AB U310Vdw00 38 T1YHS SUO S rn U3MEISNOD N an uany u}LL 1IV130 03B HON3H1 l3AVH9/1N3W3AVd Sn0AH3d 3llS LZ7 NI Fp1 rO W801s mSOdOdd ■ Andl III 9NILSa3 —• •— aNY nnrLs>;Alnrmrvnl 3e 1MMs sH3ll110'NOUrT/SWI 3oDH DNOH 18 NDdn 6 ONpB 5 3dO15 3HL SY 13n HOtl3 DNUOtldWM All ND S3Ol8O ItlNH ,.J 01 MOVE ONWIIO N3H1'S3dO1S 3H1 ONIOIIne-N3A0 A8 03HSndrv000V S}UaLU}Jec1b It 3dA1 NISVB H01YO W801S 03SOdOdd ® 37OHNVM AdV11Nr50NILS00 O 'a3ZnI8tl15 SI 311S 38 AM SIHL'alOdwOD 38 TIVHS S3dD1S III 30 33Y38nS 3H1'bl NVId 1VN01SN3W10 DS OZ7 a (, SN ILK SS080 9N10VH9 AHVNIWn3Hd b'L7 1nONr310 wd008 O3SOd08d 83M35 Ad1 3dU ONILS9f3 § 3I OhY 03L7fWI5tg0 38Y SONIOIGII TN rule 3N08 LTIdMII NSTNIM hroO 3H1 'HHOM Sus ANtl Ol 8OI80 m3TIUO 30 TIYH1 - p u O lJ U I a NMS1 1,11,10 O 33:aN TmGOILTI 1H3fO 8 liid 313t-0NO3 Arn101 M!D t MR NIrdO 300d 03SOo0de Da 80 l 3dA1 ONKSIX3 ❑ ��7OVnB 1113OVfoY 1LLN11 Q3ITVISN 38 lON 538f16Y3W NOUN3A38d NOIIfIIIOd 83LtlMWN015 NOU30HLSN00'£I d } I b' NVld ONIOV80 311S AHVNIWn3Hd ti L7 NIr80 HbWS 03LV)10383d 03SOdO8d AN 90 Z 3dA1 DEW � DBg16 W3ft3AYd snouK3d 'W?IASVd Sf 0H83d HLIM 3LTWA (8 Y1b1 NI M SV 30N3NMNOO NOHDnWSNO038d V 31n03H3S 01 LIK-COO-09£ SN0I1VOI31O3dS ONV SlIV130 OS31 ZL7 WINO iYI 00,108d OS NIV80 Wd01S ON8SOG -- 05— 80 9CAUS IDNam SI Ofld,81 NOLLJn83A03 ON.t131dInW 3LY SONUYnB SV B lY 11019Nn8Y 30 ADD 3NL d0 NOISWO NOLL33dSNI NOLL701LLSN00 (dddMs) NVId N011VAD103S ONV NOIS083 AMOdW31 ONV N011n0W30 L:0 N01S 0SOdOdd T 0N800 AlOdOdd ONILS03 0 '1,(MY NDLLVB123 OW dlt6 3HL 10VM T1YHS 80DARM 3141'ROM IS ANY 01 111 71 swwaN00 ONHSIX3 (d0/d3LNl)3Nn uadoYd 0350dodd -- An ALd3dOdd 9NLI NIVLNI I MIMSSOd 31 11*dTf SSON3V ONIMOId MOBS 3dONnN H31VMw8o15 IMU'L 'HOlOO8d 0313IODw A3 03NIVIEDO SY 1333 Y M0138 f— 133HS H3AOO 0'L7 3N112200 Or08 0350codd --_---- 3N(Ld3LN30 Or08 9NILSIX3 - - '031DW31I 31 31WO 30 336M 0Nf10by 531LLVM 1T/LSttl'IIITMISVI 1835NI o MnY0 wnV 01 Y06 A OO 3 4 83ddn 3 u NI•WSN30 TICLI. l "�0��['.. NLti3H HOIVO A�LiA '1liMdSY NWl N50U 3S Ol NM00 3DISdn S31Yd9 80 17V15N1'9 YS6 30 wnWlNlry tl Ol Q31OVdw00 38 T1tlH5 STIR 7Y8n1OnHL5 llV'll 2139Wf1N AVM 301H91d OrOd OSO"d - 3Nnd31N30 01,08171n9Sr 3111-L 133 H5 Adr60013)183d0dd 0390d08d -- An AVM 40 IM/d DNOSIX3 - ----- 'SAVMGVOU TN NO 13n 1liMdSV.Z TIVISNI.9 OOIV 01 3 MINN IO KM 0 3 AI 08d B0 AINCHOO '1 133H5 HI1M'NOdSNMOm V Ol 03LO3NN00 Al31tlImWW13B Ol SNNBOd0O8'Ol q 1vhri '03TNL4iI 34Y SlM 1V311 Sy NOI D31OW NI 3H=R1NLRA IO'SY1TN •t\OH u, X3 4 N 1 13 3 H S ON3�3 ORM JN OW L,� 0,�W ON,UM X RHO M 3 o 11G 13IM1438d L'Na irrzcc 03mDM 3D 3'rMOS/1H3R3'Ow lOaMb 'KIISAS NOUVILLAWN01203° 3HL 91 9N g y m 'Stl38tl N30ON N`H 80 1N3W3AVd 318Y3Wlfld 3HNN3 A S(3W N mOYld 38 lON T3VNS 53113N3015 'Q;tO3WHd aNnO89830Nn 13nN19N00 OW SWRIM8 NO TIH SS30X3 3AOfp8'Y AT3M1630Y OW SY38Y 3M NI O31W 39 W 3W 531df1001S'6 O $ • YD 3DO ONY AM HUM 30fAVtl07DY NI S3Bf6Ydry STWIMa�`NOISOB3 NIVINMIM 30Vl10 SDVWB33W lOS N mO 01P�3W 833NION3 MA6S3IOBd ddw ,cl/N/J/A V A8 03L3V380 ONV IA ONIN 0 38 Ol TI Np381 NI 138 AN ilnW J NS7N13 011H9np8B 31N 316 3N1 A SV"SV WTOOO TIMS DNIm3S ABVBOdll31'£ NYH1 B331389 OD 8 ONood V rV rn'03NIn038 3B AVM1 rnM DNINN138 3p80NO3 80 NO08 V'TY3NlpA 1003 3N0 Ol NWOZIBOH 110I101B11SN0]37111 PI 30 MV381S/0 DNI88n3O0 Lo OML 30 wnWUNw V®DX3 S3dOIS IIIJ mNY inO 31'9 MOW N80A1 1810 1NIIA38d 'SOYd ONWltl18 OW 316 30 U00M 3MD HSINLI Z X1118V1S SIIOS 31Vn1V/3 01 m8111038 Y10/1'LV130 Kid NVO A73Hr - ® 'S3anun NamA ONtl eas ABVLNVS 71VIsNl/17nHLSNOO I 38 AVW NOLLVDIIS31INI S110S NOLL01INL5NDO38d'S°HVaWlS All3 JINX mw Aw ai 111=Umm '11I IWO NOdn 3H1 HUM 30NVO8003Y NI 03MIJO 3d 313 TWHS NNOM H18V3 III'L 1 OIW.SAI NDVYaOT 31l115 0WX OtlV 01 t$A) (Umnww� 'S10NW00 113LtlM 30tl3NnS 3000 ONIQ1108 MIOLLVNlfl011 SfIh N d M 1H3N8n9 3115 991Kr 9VM-AMIOmN,N kMS Hd OW AWII PIS DNLLVOdn TIHM'SNOUYON3rvrv0O38-MINHO31030 83d'Smtld 311imine/3U5 Inu ZI 3HL HUM 33Ntl08000tl NI O3rv80dB3d 38 1SnW NBOM 3ll5 rn'9 f 031QK39 39 01 HE -nO DVdNOD 23AO ION 00 'S110S WWd SVH NOIS083 3US-N0 803 1aNXOd 3141 OW(13131drIOD V JJ3f Mid —® DNu�33oNn 3o A WUM WO M 01 TU TYt>UrAS HM UM)ISM"I 51 ON313 E NVl ONV NO L353HIN00 ILL 5 W 01 NCIrffi A11801OV350V5 rroz-101-09f'•2 ow--A)3a1 Kyp kp9yi40 Ab'YdY,yA3L 38 ERN s3W1I3V3 38 11114 S3LL ANY Ol K AO AND 3Hi A 1 ' f(Z86 YM'�+A 7 H # 39 1M6 SYAY On W083 Q3dd815 SVDSdOL 316 f1D8d StOSdO!Df6ddALL5 3H1.t8 803 03ONVNW 3B TNHS 53Ul113tl3 39HL 30 AND 3HL AB Zoe III W-vp-rF-O till =I-9'0'd 1010 All"Kid 3sw T3.1rar AF/63 ONV DNRNfiJ Hllr A1SnO3NYlYY05 MO W0O 831VM 30VR96 1Dn8LSN03'LI N0003dSNI NY*01419 10 ONVI 3NSN3LY3 80 ONIOVHD AW 01 8018d © n SNOW A8 O30W08d dddMS 03MNddY 3H1 H11M 30W08000Y NI 031DAWSNOO 3B TIYHS S371A7L3S lAldWd073A3O ONV/9JNU3Adf7S JNlIfd3Nl0N3 0 � > ?10AYAf 0VV 019OOi15 WAVMKid r--a-- ® AHdtl890d01 0Ntl 9NIdddW SNOWONOD 9NIlSIX3'b �� S311L11Otl3 NOUN3A38d NOUnIIOd Y31tlMWH015 NOUDnNISN00 3H1'S _ 'ti `n H31113 3ALLV13O3A HIHIIM SUB 3AILVN ONV dvaL DIS A8Y80dw311011HISNOO'01 �LnH3d 5NOUN II 3N119 mHSfl Y0 1S N011 DNSNOO 1 3H1 dno�D luocadopARG puns y \L m �V ® SOS 83d.09 Ol-H1E30 CC 2N,f3NA7 HDIH 01 HDIH A131tlipO0W-AU119V3W83d VMS A8 03NIWN3L3O sv umn0 NAVM BOA 3181SNDdS3H SI 83d013A30'V :3,jY•,IiiJ7`jl�`I.jO, m ® 1HOf1S- Bwt101 tlWNON 310HM01/lYIYA'i1V1SNl OM/'H1LL ONON SIDBOI00 N31VM 33V38n5 LOnBLSND3'6 lN'8Uri N01UNY 0hYH07/UI 3N 133L115 krOZ N011Y/avl+OA715/X3 NIVI3N ''T4i55'317�N0£ 'NDU=l 3US 01 XNV1 83HV8 3Zn1BOw'H 1410*S31 8 NOOLLDI3NI 3BfU(Id DNLLO3diY'NOWONDO N1N3WIBL30 H3H10 80'NOLLOtldW00-N3A0 660:•IO:It6\'M'naa>q a.IW•�tt wPrly 1191:1 ':•ti T70/9 M7M K3! L(KsSNr '1NMK Md30 1N3rvdO-WO A11NRMMOO -N3IHHYB HSnH9'S3llitlM'3ON33 1115-N01173108d 8313w183d TWSNI'L NOLLVll15 wON3 1N3w3Atld 31BV3w83d 38n813 30 Stl3Bd / b A618 lryrJ),tLyl08A,Vd L7W a dI 3111 30 N06WO NOU33dSNl NOUOndJSNOO 311 Ol 0301AOHd 33 350HL 133LO8d OW 31V3NR3m Al31V103WW1 TNHS B013tl8810O £ ,.vvma.N4re..n ts.-pc t;Iav! ut�sszurT+, R r0le my ad �� Ol NOHV1N3Wn000 'SIN3W3BIOD3N 1N3w18tld30 H1lV3H OM' 'SWIOd s;3YM 31BY3nddV 3H1 Md 03NOISSIMYI 38 TNHS US 30WHOSIO Opp 01 NOLLY301 dWnS G3SOdOW MOW NIYw33H03.£13nUSNO3*9 'OIrOW 31-09£ d 3S I A SI mnmd MY1M0 kYltttS dDf1D M 3T0JI7I NNz?Yrbv jisad O 3NOHd OW p S=odd 103108d 3H1 133 35 RL AB 03HIn038 CIr/1'►n30 ad NO 03lIIA03510 SmT319IN80 HO\ONY SNNdl DUd3S'STpM ANtl SY(p®lDN3 lO3I'O8d 80)IAATA8n5 l3y'O8d 3HL AB 031I81L301 T Z 53 Woa NOLL00NLSN03 TIVISNI OW 30V8D'S ^' MXIr1f18r15 GKW Nxvwcwr7 ® Qi3l3 OW Q31Yr01 38 ThMS 5191n DN81Y3G 3115 3H1'0NOV8L1 Y dO3DVNWAS US 011dlb 4 �O8 WAS 3407 AB 03NN180 pllS O3AONddtl Ntl!V'10 03SOd510 38 TTYHS 3115 'm81nb38 SY N00031A8d NIStlB H01tl3 TNiSNI'4 80 DNIDDOI'ONIBtl31O ONIOn10Nl'NOU3nN15N00 3115 ANY Ol 801Bd'Z SIHI MOW 03AOW3H S38n13I1ULS OW'NOINB 313NDN03 1WHdSV 'S3HM0133NOd aN3D31 Ndld 531 ONINip0NO3 SNOLLVInD3H TYK303d 10530 30 3NOHd ONV 3wtlN HllM NO6 15Dd'£ ONOS ONV 1YAO8ddY NYM CRY SUWH3d 1330Hd 30 NOILV30A3N ONY'31V15'T/00l TN HUM/,ldwOO TIYHS 80INNINCO 3H1'l Iq NI 110S3B AVM SNO moil,suwn ONISMO ONV&MM81nO38 AllltlnO SllWn DNIBY313 33N33 NO DVl1 Z 5310N 13S NVId JYN3N3D H31tlM'SIN3W3BIn038 108W03 N015083 3111 HILM 3ONYndnDONDN'1 Cf 1� �ch��N� r3 �N3 S NOIl�(1�11.SNO dddMS 3 b E I • sHLNOW et and anVA IYApaddY 'NVId 9NIOV89 GWHddV 3H1 30NVHO 103Mdd _I o 3Lyp Ni 30 2130NIVW3N 3H1 a03 M31A321 NOIS30 3H1 Olf1DHS O j � AD OAt im KO3.3HgvdL3XX3®Srvu'IR7n3 rv03'03053v6NiTllrvry"INW3 N019N 'IVAOdddV ONIOVN9 AIaV3 NV UM)ZIGISN063a ONV kMlGVn ,gyp N0Ufa113 �,' •nd GETSI9'09C 3NOHd IOLL'LZ9'9Zt 3NDHd LIOZ'905'009:XVJ •AH 'NS18 TIV 3Nnssv IIVHS 8010 BOO ONV Sd0I3h30 3H1 9ZZ96 tlM'rvtlHONTT138 ££099 tlM'ONYUIBq OOtr6lt'09C 3NOHd llot'OC WC)CYXInr ONIsn 034IM30 263M OM'?NIAMYN MrTd-Nl ZS9IOZl£003 31VJ1lllM YJS33 OrOa HdVHDTE CZC 3fIN3AV H1S I I6 CLZ66 VM'NON83A INAOII SS' .';'�IISYfl!]L'1 tJASI2I�Y)IQ.�, 23316 311u(�}(A 3f1 103WY S3LLLLNVn0 5350ddnd M792liH1SPOW WJ 310N 13S d OBCL'tSL'SZt f 13v1NO3'8H tZ XNIdS rvu I ufllry llVll NOUa NRlltld Nlltl 5311f1NrM A..YE nVW 6 DVWAoo 4AA3 a0U.V1 YnHSO� OL'IOVd 13*3 'ON'S33N310S HIM 03LY13055Y NOIS30SO033 04mddY OLYV Q31L2 SW Jac NYId SN1t S.OdW d ONLUIPW d t10Y 3Nr NM0 3s3AY! 7�53J �IOIJdU1N0.7 2133N1.�N3 7NJlNK.731 1.�31lKJ8V 3dtfJSONN7 J_33HS?J3n0O lvnoaddd oNwtvaa NouonalsNoO 1 N`d-Id JNICIV210 A�JVN I W 1 1 32 id rtarpnvasotrd mm3 9lOZ£i I(1P 3diNpMQ1IM L3N'NrYawa®Henna�MI3 nor-toA 09 ow �{{� x; - INVGZV t'13N8ONd rv�004C'6S 43NOHd OIOL-A01(09f 3N01AY yj •fi�1y`-C`•... :...�i.'>,` 5�]].:D 'ALL A�meOlYeyfR1W1 f103'1S3M'ISWMIIMOnRT"MC3 ClL96 YA AgV834 INnWf p9A)9398 G AIO QM tOZ86 VM'1L3a3A3 3Naa MIA 3NIHYW 1S3M 91LI IOZ86 VA 113M Mel Xos'0-d Wd ONLSYJ 1S3M OZOI SnuoH OnOa 3nN3AV As103 S09f 13dn3Z AMIY1/'3'd'AM SUS D'd ,8I 1N3rv153AN1 NOIONnLY OM sL33aHouv NOrv3NAa 5mam115 am v3NO '07'7''dW JAL31d03 W 0AWS 7adri-Ar1 m�vavicvuo a .� I-Mil—OW Il AAMS ON D DNU5 G •YOIIAMKI-R33NDRY bow�vraaebcx>f 81dRA35'a 1 -).e C13AOlid rV lZO,LflNI'Itid B01S.LI9 49051 "RMVKj-afoul alst-slw(osf) sazz-tz1>(us) H116 11389 IOVINOO dnoNo 00MWS SS3NIsno 10Y1N00 9ZS£-fop(09f) _ L WZ/9/ uoijonjIsuoo aol penssl Gnd AlNnoo HSIWOHONS 1S HOO N019NnHY d0 UIO - -WW0d 979YD 25WS AMYI/NYS 1.00 Isv 9Ls,90,08f Os15-M(osf) S980H HIP-1,7Y1NOO 33NdN0 NV30 10Y1NOO 9ZSf-fob(osf) LpIA15 era n•trm Sr8 7VYnLVN 3WS* a311NNY NWONnYV d0 ANO T3etff1 MW d"s 911a'90 3y0 INOHRM WLYM WWI 7tnv&E it OIRQO 01,10va I33NEJI63a NOI1d1a053a 31Y0 1i1213S —o ..paffi+m m..p.A.m1 wm,-.d clzp3pV me190'Apm Yb. s191®xnm3'E -T—s T—?M-1dd IPMR-Y s9.I.Z 'M'XVNIMaK0ZTP.-0-0'I H SNOLL03S SSOK ONIO N9 A8VNINIIhd VL:) NVId 9NIOV80 311S MVNIWI138d CIO 3003 DNImIne IrN0um93wl I SNOI1V013I016 ONV SIIV130 OS31 TO a31dOaV AL13 16 WO 3H1 HINT 33WMWN03 NI AIYJ 3HI 01 `SjU9WjS9nu j (dddMS)-NV)d NOl1V1N3NOIS ONV NOISON3 A21V WNW VLO a3Ioeffi 3B 1SM S18Od38 M1H)I80M 30 NOa MOD odn-91 } I QM OM SNOI11ON00 ONIISIX3 WX 30 00 3 L AS QNM 38 TNNS S3dDI5 TN'aWnHLSNOn u0 6u i 133HS 83A00 0•:) 0.XM aY=Nna*S3=3K3 L OoD AASS MHSndMO OV 3N anuany y�1L N3SWnN 39 AVn SPA'a3L700 39 IM SNOTS TN 30 3N38nS 3HI•tl Sluaw:pedV 311111 'AN 133HS N US ANY OL H001d aT MLSNI 30 TTYHS 5HSN Nu33d NOWITTOd HLYMa01S NLLnHLSN03 CI X3aN1133HS �� DOSou `o ��Jad U016uiIJy IV NoL9Nfn30 A 3HI A NIwa m7SMN �nawo NaV)l 1NIVd ail VM WdM 3HL LTIN03 TMIS H013YWOO 3a'XHOM 3L6 ANO 01 W18d ZI NaYW 1Nlyd a3MOd Wdd '80130Hd MUKI Y1 a O[3fta.30 SY IM t M0139 MSN3a WNW Y06 V IM t H3ddn 3H1 NI,WSN30 NNW W NaVW 11qIVd 3NOHd373L Wdt Y96 3D MRININ V 01 a3I3YdNO3 38 TNMS sna-nWn81S TN'I I Tl'tOli.V.7 .N��• .Zid` •NoiL=3081'H3sIa-nu a315odoad ao AHYHDdI4 tl NaVW 1NIVd SY9 Wd9 HIIM'1fI0dSNM0a Y Ol Q.3L33NN03 AT31YI03WNI 38 of SNfO8a3008'Ol 1nONYM a3M3S AaV11NVS 'DOSS NOa3310Hd 038WMAI s IVNps 370HNVW a UIS ® 3Hf"30 SV3N N1 MaVld 30 ION TMLS S3110301S 03133108d 3HL SI OW O OHM'STM MOWD NMI W 1N3W Vd 31SV3 AMVM3av QW VGW ahS NI a3LVJD1 38 01 38V SnIdN301S•6 370HNVW NIVaO Wa015 'HWf3S O SXI&-4m IM N 033N310,W EDN'�TONOISS330d •1 d W / -LIN 1 • NISVH H01VO 9.7 ❑ v a a3t3IH33 Ow 03=4 38 01 3N 1iom W 1333(1)ana! 21f WU a3LV3W TM ON01fd138 N3ITa TN T038inom 38 A"TwM 37od a� .Lwn # MN 3oMIO OMOMnnm v'K 3NO 1 INOZ180H 1 O� L7nvA 7Vo1a19373 03 -I ')d lIBtlIS nos 3LvnIVA3 01 0380038 WIS30.1 3NOHd 38 AVM NOIIVDILIWI nos N003naLSN0338d'SaWONVIS W3 t**+74M aid TO MW - ® 3AIVA a3LVM % 3HL RN 33NMUDON NI 03N803H3d 38 TIYHS A80M H18d3 TIV'L 17,77- -smyJ.$d olri8.LSI W! 31 s BMW ai1135 ALLOLS AM 01 Aa973vAv a313W 83LVM ® 3H1 HI 33MA803N NN mrv�a0383d 38115IW NaOM 3llS�TIOn9 OAYA E AW AW rJ07 JkW GUM OW at T0S'iT IMfOld (MOM"aw 1NVaLUH 3HU 'MSSVd SW NOISO19 3LLS-140 80A 1VWL310d 3H1 OW 03131dW03 991AOf 6YM-AgI16007 JA53AIS IIY ONN AIKRIM'll X•I6 SI ONIdY350Nd1 OW NOIIO(IMROD IIINn a3NHINNN A11H01OUSUS I 03'I0o3939 01 a91 33a1. S/70/lpp3p O 3B l AS doi ajOWM 38 STONN3 353HL KS S3WIONA O ANv Ol RL JO a013O8a30a fIOZ-/01-09£�3 OIOZ- -09f A'l o 01 80I8d /p111 Atl®f33517 AM'2,Cldfat ® dYo Y aYH3d -WAI N0033d411I WONNW313 3NSN311C3 Ho 3NIQYa3 ANY f1Z96 YM'—A ill W1 sm 1`- Ao till QUI AW Ol! a 2 L010 dl9 300 a1J 318 73119Y1 ABt3 S3.JN1HS1N319d0uiwaM747Ntt3AYRS'.M0a7LY17P8 rSj m ® IVld laOHS (S) SH3HL0 AB a301A08d 531If110YJ NOUM d NOWMOd a3IV#MOI5 NOILMIW=3NI'S at1AVIY 0A MW Ley �� ® AHdVHDOd01 aNv ONIddVW 10 SNOWONO3 ONLLSDC3't • 1a3d S3OdN 3HL 3FLL Ae a3FLSnIHrIS3 WOW ONIa011 N 3HI dno)D 3uawdo/aAap puns , ,av �_ ® mansY3W W SOS 83d.09 01-H1d30 AS 03NIYMUO SY AIIMIO 83LYIA H03 3IBMdS38 SI 83dODUO't 93d• 3101"dues woo., cm V7n97VO (0) HEN Ol HSIH AI31%3a0Y1-ALn ISV3W83d 'SUAd NOLLVdnUNI 3Hflla3 91v11Nd�00'0AOKM ® 1HOT75- N518 N015083 l ,61ZOZ Voyo. a3HSVM 7 IIVN 13S WVOI M-Z ONa33i'H'NOWON00 T B MML3a H3W0 80'NOIL7ddW03 SV38V :S{�j Qp•C NOLLvlll9 WOai 1N31CIAvd 31BY3Ma3d 38f11f1!!0 N3ad Awam Mw NYL �� O 3SOHL 133M aW 3LV3Nf➢0 AT3LY1031'6YI TNHS HOMW00 'C 1 ^W+r1A�•1M'l P'S1M1�,i Cav Tdv Ak Lfvve 9Nl99Y1d NNId 7P H1Vl,t/M HlIH,ZX,Z 135 0 qSK,N XJI 1ROO MT3730 AUOSd 33 lwir.•t•r:YSl1'�y'� o dl '34!10 t106Nt0 N0LL33d5N!NOlLTIWSNO3 3H1 Oi O30VAHd 38 'OIOZ-406-09£NR13A35!vd SI a38WON ' AMU A=)AM22LOW DW 01 NOLLYllfNr11000 'Wra inou LHJILHrd30 WXM m.M 3NOFId ONO 3M S,HWION3 1331'08d 3HL'SNrk 353HL AB o3HIn03a :.i�.Ymogly,Rn+. rrcrw;.�e>::g uuc.�nrs+w tl01OWX © „6LLOZ VJao. dVJ�M 21VH3a.Z�L 13S • s:3YM 31ByU&3a aid GNO MrM30 3I TTHS 3115 sv(83 co 133fWd 80)Nw3AHn5 133f08d 31L AB a3130N301 t 1081A09 AMWIS a3NI0 aV MIS MHILS'33W JW 9 t4 MON=SM.V N lO ao\MY SNM MAN'STM ANY OMIJ ONV MWO1 38 TPMS sur n ON180313 3OS 3H1'ONIMO � ® MON SY dV01M YVEGY,Z/t 9NLLSIX3 O , •Z 'do ONIDWI'ONW03 OWMIONI'NOVfIHI.5NO3 311S AM'01 8018d Afflo� 'Z i 1 1N3WnNOW 3L3a3N0O a3Svo 9NLLSIX3 @ addtwl8016 TWSl 3 S sws0133HDi 7 �L Q o� 3(0Z) /8 ai u 3115 QY6AW S O •3O a3 1131 38 T--' 3u5 5311 Y40H1 03V1YQ1 S3anLMkaS 0MM3188�3138ONO3 '1TYFIdaY ON08 aNY NAOHddO NOW OW SaNa3d 13310ad 30 NOLLYJOA3H A TM WN MM 33 7ISD,="MOO SIMYM3a W40M H retm AY11 smmyvA umn*vjfm ONN SLIGO M3H uwn0 a� (3N3 3l NYdld DS31 GN3 3l o Il N NIISIX3 oIw'3LYLS•TOJoI IN NIt9 AUPW TWS 41Tll2C0 3H1•I aM,J1AmWnD3a IWIN03 NOGG 3HI HLYA 331*UAn*H I dMON dddW GNYNI a S t L I I S ► E z I uQl onJ suo ao anss slow IV'OTWOr 39 W IWS1A3717 ' x3/)7�, �y\a od7ov v - swNow a/ and onvn ivnoaddv f L 60Z/9/l 3 P I 3Yd rdwO lr fD,7Y1SN 3e,7Yxs 37N3r l,s,WLLrnirA3 7HNn 3Nn U69d0Yd fdWS NO 533!!1 Ari 0J X 31Y0 4�� ISt� unrer3N131 alaloYul ./0 A10 �Wbu3 ► y' fs_zU wsr!-� =n oDwl-nro fa dz)slsrl-= "O�' _,pl, 1 �' In w x'n!-M'd _ ___ .__•___- ''/:�. \ ' L�6 3u .LY 81 M.lL'FL'-0N �- _ +Y'.>b -___ - '�• , ' \, 1 '� b'dro.l1J.02I'1 ; •lJ1QIlt�}{HQ'. f73SOXddY 17V1' SYN 1�i6 41' 1 ` ci Wwrm,p!o IVAONddV 9NIMVNG Nmon2iLSNOO Z i I ,,` - ' lJBL --- - (dddMS) Nb'ld NOIl`d1N3W103S TimS Hu17 301fl ow m m wm RN s3Nn NNls ar LmaWo7 WS / r�a��a� '1in11 31A7Iro pv ftu;>�Md Or�ociv i jt � X uu�l w�®� :FL INSY 30970 3NYIYAY .'W- �0 At7SON31K343Nd QL " /..sL ,�- '-- , ^1•• ? I_ V 0N`d NOIS02i3 3W 3i,MW W00 Alff" OW d11d d1II�S CWMd 3031 M QL H01OPo0J117 Y ,' Yf0o0 ION S300 SYM M!a NOWTYd oDm 3Nnm Ol )o, ' --/ �p TY OM3a 3Nt mNN¢ux1.7,aAi 09 p 'd W 31 V NO W10W30 _Nvu,. ,3L,e�CW al 31„�,a sad„ 3111 r NI��Y, ,a1�1�Y�y�o I.T3LYIM cM aMOdd&00 W 11M NIM H01Yo %/ I ��i' .N1.1"� Jhv�urm•... 1` Y Hu anom0Nd m TMS NOa71ALLm DNINq mvAm OA JIM SNIM WD T1Y z 377U 0 V31(T` •3us 31L MMY31 No13 130"wan rAs JN3n,Ad - Ol MWg31 Sr was 39 TM5 30w3 ns 3D ig103dSN AIYJ W To53J 10109 311 Ja a3NNHL30 5Y 9.:u=al US All CURD 1l!MIMSN 31 TM 37HW 176'WNMW 'I �. . , ' / . ' .. •••T••�-•• .,r- •tY.d•. a d.11 lrYr�-= SMED 1361MZ1 -E30VNYN lua=d Ml-W N M N A] ! �I� ! ; � ,/ // { +L� � � a'ro.U)os'In-x ,99d1-'AID of .-sty-- l r : LrV. aely.t)J roxtl-s tTKL%3Sd :A8 aawuddv 31m 3A UE- 33A: / ; l•��,L ' 1 / e r :. I wx,-twOD 490G1 lC3dLtifLV 173LOlfd S W , ' ; / ! 1dMR=.9 AaYMIAdYE9! / affW a1Ml ad '�Sy Sd01!'M WIIDNO H01Y GrR= TM dWW O1TdN 39 Ol I r ,• r, I/ � ; ,i' '✓ a !_,�^y,— •, •r I Aw H11 As 01111=I SCAW fY BMW 3MId-£.Ras OL UMMILIM HUB=I-("115 dYL z Nd1L 1J17NY1 s011�'0)As Lm CS.A 3 5.33Af1 ONAlSK3 , ' T' —••.�..- Y3ar 3,idA00ls- / —�..I---i r>v�.{ I ,-•;�•�. } ml•'A,G dAD 1YO13 3 / `I I •ll3x,aOlrNory / ,/®•• {1 Mh'G •' I IM'dlp•iU 6Zt13 �I.•ATH H0 Wit 31 / Kl7nitt wr- / I F �T, -. I.x!•n.w M A D TW aid DYAOOO p lW ; ! ,, / .' ' `ONOINYd 33A07dAa- 37HI03711 DYl I+ I ' dNM sCIYLD --� �' U3JIIa31 V.B%.1-l / l Q3lMfn 3YT fL Y3aY 3SY0 ONa.6 f 1 S331ad0 dddAt Il'P,W i^;EZI-DYAD90 y dYld 3 . '� ! SWS.M]{lYalIldN OK!O 1dR,ONLLSll32/o1INOW I� 1•,' -_ T awl. WiLIF"J35 Dmm /l'1a/0 i1S14 J3D drs ! .CLON I _ W3NE)IS30 NOI1dH30530 3Ltl0 (�ma'M ma am oem OOliW nwdn) '� ! £ / NIM YD'd11d MW SQIM£ifs il3IHOt TN191 / / rf �- J. S TMI-'A3D daL __ I , Y3AIY 3"Cd01t70LS {i' to< t!• s .�Q3nssv an aIOIDaI Cl='.W-1 3dW ►'ID Ed Na1lg5 dYW AW&M mp,tlpnrduro amaglo A--3 Nollnmlad I.It g- ► 053L .PZ%.V o!z140'6rya yafodQ s!41 m•mmg•E zL'Nl•6 LN MAN 3 / I / - -• , I ;S _!l.S I-aa9ad3.7aDm Wag ok'p1!wv•1.L'Z / '' ! '(�. - a Nale A• dt7Tly ZaGI►I,•35 N M•Ll 3 !AM Av! Y ' i'xvymua►i vgspAdDo•L 700Y1••AM dOl M M7@YI/M JY170Y 70 / / ' r a IO.zll PiTtO :s Jt7.bv,q4.i 13x£3�n� /' walla a31,1d 1r � � 1 .�5"!T d dcxl-Illy w H -w'Llq ZBL£l•35 H M Al 3 Y `'" Sy, •• r a3L7Ld 3aRD 3N® Z 'J9�L r lc' ° I 1a1 sago-s ffi.e�l 06 dw A arao-c AI n II / £eD DS31 syr rAA/sd1�{o�+ 9NdS AIMIa AD I Tsl NIII t�KW aUM dN 1 Bo 1Y / ) i / oovrr-z /. �• MLWWWam ', ..+ ZID-S 17S LLI JI M / ®/ •DBTbLtiI �. I 'u 0 Bu I i 3L3LY{Hm T �THIo£M3 Hwa t mn lam Law Km aw / �`0d"+n >@ / ssrl-Qs. All � , •/ �dM 3/ I t1 SLY Aauos al Aoa r�w's�lN�sw / V 0L 337E i11001G S1N x:lW W(M'W 3T6iH at WIOfdIM00 - - .IIDN!TM&.UR � s ffi.I1.47 u ! - IMDCI-W'=q M At 3 tOp•9-Y JO d330 Isa£1-Z N M.zl 3 -•'.s wN a3WJ3aY�s,L wuY00713AY1 .� J{a1dS3q RAOAY'01 a4'9ffi f £££l IA1 '" I - >t 1�l{Lsu719A[n m AOL9rar,00 // 3DY W S OH b..V IC"110W CU:0s SSWO•�' '0'1'1 SjU9w}S2nUj 31m3A1M—I3du ,a3,q l3vdsAJwrnoT7rlsN L bY11JYtlLMk, l'� uol6uilay OM - `� --•--- { r / ® tt/ 3N anuany y�LL ,�� 1:Ilol fN•Ip r .,'tl-= ?redceddY a wo aln3 31YJ5olLOH — -_� , _—�/ "" �9 Al / aw, ,t-:im+asroswwYl�levis3alm,s,;av S}uew:Jedy b 11V13�NOU33T02W 332ll ' wvdKJHRS N0 mwo 1 - `` _.,�; dcm lYd o WirJru7 Ar 373wW 3N AO Mat3Js1A,N0.i7 lr Tlws F&Wd AYAIOYOa 77U 01 aiZnUn 1A1311e0Y103 _ 13dt IMY JO 53W13 lOW NO mLii{3d 9 VY.d01 ON 711-YE 9 Y3`WI* / ; � /,' i 3NYA3 AOUYD/uN/0NY ��e d u o�6 u i��d 'EM io Z7D YO 3N11dItl0 3HL NHWA MLFfif D 7ME OW(r)V)QJ Nrtll YLY3d0%1=VSA:3dr4w ON , U6N30 8 C=ad rvruu rrry Y O!Q3LOYd,IW. .,9 Ol TAY TRY,YalilO/1a15 G/71YASlM� '. 9'y /, I j•,:; d1 a1PuYJMEMW AV HdSY Sr 9MwrJ. U misVJ @ 4 / 913 3L�17�K17 17YNd5r 53lrJU/lS r6b1'(f T1V1sN/7) 3�od r / AVLVAa3vAm oNY vDsdD1 orals'of fplDYalhOO @ -- $ � /% _ SMNIIYL 33ILL ON M rlW Wl W w/W 3e TMs NOLLYJAp6 3dYJ MAD NOLLYTXW 3HL a03 a3m1103tl 1100 ••.r W�S / JJOILOE OIdNaYd/3AM0..G Im oN s:a � ..,ao,n-3r �QA7 AWONnb'r 'S3AY31 NO ND1YUYA'00/JSIq 300a31 OL AT7/.1000Dd Y3IYM HIW Q3AYYd5 38 013W SIUTANO 331d,DHL77A1 C 1 nml-Iw w AHI'lOH 30 SOOPU 00110 O Yff Y 37w AlM MH3LYM 30 TO 5311WI.Tl IA C3NISN00 JB a3 W S Al 3 UL 533H1 Y I J —_'1 . I ` Al0 NU A8 0387/A7T SY 3NI AHU 01 33N 37 ildOLL�3X3LlNHat' J$I. n / v AYII DNlAU J U A WJY 37Y SY VSAID 15A117 10 N x Yp.B A ' SOa.t71A3nYfra�'71!316u3JX3 3uJ N 3n0 Sl ,aN3,YNayst, M9,1now 71at1 S1COY w Y3m tL'wrW D THE JIg1YY0dYA3 01 30a SSaI Y31YM 53Ib'1'IAJAI OW 3NMH13drt. ...lO� !AI I r .' @/ - , % / SPAY ANY�NO aW SWO�amm�MM1N U 3 53Dr1ma HOsi wl:m Wr W W'SAIa z mmm ar ulm 31 JON1Y1 Sr3YY lom C sDma 11 'swo OHL NHWL 705 ! O 7i'/� r�} dM AI�Hf10 0000 NON 013)M OW IN 3 L Nut H MU MWWd 30 TMs AIWO NOIL7rIYL910D AS W0Ac3 SLWH AW 'C I '\ /L/ /. ^�/. KJY3d lX" ?DM Am aGam MYUfs mm a I Y ME OW'Nan)£I w 3L,YJN00'3NY06 wills 0 W H Dm sma Ol mODI@Y30 OUALLm no(0 % �Y?• � , � / V. //��17\- M'KM LA 3a DA X sa r0 ONL W. r0 AG4Z NVNI JJL3k M W A7CM AS SIM W W&'$M GSDd%3 Lu SWIW(A $'� // hml Wf Q3A7A711M7 TA'N fYw SY3uY 71Y a31cu'Ir Z -man 80 JNMwm 30 3D&W so x4ft YYmmm No13 0Nama Y3W MD N NoAa mm YM(r / 34 ua%d of�o N L7yp�NOt](111900 'a3A0,Y3a 38 aL / jpti �. `'�� R.kr'jA S 3H1 wN 3MYOAA A7 AO SA01 7Y 316 r 3HL 1MIfJ00NLL fL3NY1NY11 38 TI10s OW 'k3N3A0 9 uAA3H1TAU Tz11y)MZ JaDY Trnsu YJ tI1.uW)S301H10 SdrvY115;/S33aL DNLLS(Y3 •> / , •!1''W' S . F` V/'r/ 1I'I.I N6.r+us IALBAQE'OW AOSOal3lf!37NYlp SAVOH/M70 3IS 4 17 S �7 ma 311!D SYN1 JSINon 31L lY mm%Hail 30 SY3Lsrm YD 33NL 3u WIol s ATD3WIN0 TMs 53Dwd Z / �.'i. , �,y - ,' ', SY LYN[OS S$1A1311'Mau 7)Y15N LO 53d'/6Y31 70uJAfx7 J cP �� ,• �. � ��U hq,.= AaSOYi OW 57WIIAp71LiJYM JJYIb'lE'31YJOliN rl S3NWkC 33Lu NHIN a:-afA-L�—_ _ V d / d tt.-wv n sM)urou' way SNWU7YAWM wv sawaw/s N 1rMd ION 530a H31M HH MI Y N a3fNAM No arKW 39 TM15 MkW IMN03 NOW1311M OW N W13 'l tr�j+ a R, / ---- . �, 3)a A 11050OJY.t7Al03LS IUM 3GYAVAM Nf •']llJl•1 i '•' Y ` � 53d15Y3M X111IA1U A)b033 A91'1NJYM 3J6 30Ya1!b/NU'ZI SA^NLS'NOLLVNLSi0�1;' YL3HV0 NDYL3o / _ �' p:zU t0lecl p 7IDM7N3 NX JDd JDQ!-I•9a3rd nx,•rw q 7YJAOKHI031 N!N 3J Yk'OAa0.7 SY3d'1'nau Ytu7UN�ONY 1 a, '/ , ; ,� / + / 17INd51'.9MAGd(MOdp4,YM17 3w AWN 1N3d1/03 / ZID l3Noz 37HHf m Jo ) , r ,,, /� . @�' / _ / aa,-= am3wuL7LWAv SW AGAMaWW 260nNJ10MUSAAW // 153An703NIAA Y�. '��/ tailr17,9.urAiDfru' _ shun rIOZ-IDY-09r_4 OIOZ-M,-me wl I~ 111 (/ - _..t6l / q yJ -� ON ONY JONE'ANYIINYS 77YJSNl�m S�N ZOZ sY�3 YD�+Y PDDFWD NN SOW rod 1 / S7 '� lmimu.9 ANYNOdPO 'Iomnlaw,to adim M:d4W IMWdO2Wa ONY19 DNlmwns 5A7YDNDrY3 I 33iu NO.aC ( r4 ...��" d• fl DFA3 dna� �uawdaja�aQ punos ; �' -- ,� ° /, , .. �.5�� JJ34��lls�0� 7 S; i / • - w o tdD q 6 m-N'� a9Y lY/ailwlAis LaN sOrs 9rm 3�La140 Aom 0 "' 4.ae`!.v'ia.. :r: '�L21V.L7218P2QJi / 7AVJP.r �tb:&'::ori;:tYu -�:arsuw -•-. ' .acalh / :d...�>ti>o - .%� Kiy-•� __ _ q' 7N!1,7Yd.XL17-a37W It SN)S M 7 Y ASat7 ALlM13JAANNINNAQ17Ad 7Yulu0/WJS Wsl 7:B,'IE9V __ .,....- fn avr11A75/Ia3.Y�13As 31s Jpad 7tlS3L awls a I MIT lr�i•NV�l +`�I1�N11DWYll I+•1.LAN..1 IAIw 30Qrs 1D� - .u:.n•y..s+x 11 3'GY o4wv d .ttAGdt-. 1030ad 8a3 Rmw a#DNUVM wN A7sr10 YVI's s�.q III JY.••.I1.W 3N1WOA 3+Tsl` / r _ cYpL NaffY�177 DYANOi11' nJ .A07AY-VI (01.7%AILYLS dNld sNNLtl 3u0b 3dH S3NA7 >A'd T 1?315 91011 ds 335 3LTWNXI bWd37dUM)SMAW 2M YM Mwrc ion&5AW'L 1 %dW N3NN 62W/ IDHL'a3A01@I D M NGGW1HO •lye ylLyyyg 31 W L)vm wNN sam E9LL OWN E TMSN LOK&M NSnB'B 37N3d 1KI Atlu.731016'd d7L3M/A7d 77✓JSNI 5 •� 1 /•. AL1YSO SO JNs1drID3)AYAN ON'LOW dNA'300 LIM ld I p1 4 / /_ �• W&NJN•37n"s 04Au D s MA.9 ONafd7 0* {51aNYN/X3 AVaOnuJSM17 TiY15N'ONY 30YL0 Y HIS O N F (aY H wal"mm4w A SY3NJ 7N?ffA(d00/3 Y3MW -1 �/•� I Tme sW]mo3 3 u vw TN1 3OWl N M 36Y SYds,'MOHd 7'9{ SY ADa03J0ud N6YH N71YD TN15N/Y 0'b = 71 Y JS 1 ! ,L ,"�N / D)"ELDS'WJD aW SWW 3'DMM 3HL NO GO 3aoi) �,��, �,�.N MIN NJs 150d r Y L I ,ywt +'AY pa 9i wat xrd am mnwd Twvmd 71t7i7 11MIdouw 0� Ob L 1� I -w d�f r� 'T an aA5Q4W QW:1 Tw JNI! C* N J041LWA.1 3L13RL q JI SOW ,O MACU a7 9YN z O l �0 3R'BW W AJf1B�v]SLI C17.n1 SJALNih9 3lIL 9 A 9AY13'L1'wuJlMASA0.7-3ud aVMY'I 1 3DN3 nZ53S NOIL" nAISNOD s ► L z 1 - 1 ' st L�OZ/9/6 uoijonalsuoo jol panssl 7G=ffMLV*W31a TOM aft WA-IMmM Hm II �../ 53N11DAYA"31M�` S Try 116v6 Jmra V N 01 mw�31Y�YYtl1W7 1 AS Y OO i s V 31Y�S o1 ION G CINDTN 38 IMAMS 30 IMJ(1)30 NYNI 3"TANG 3m ON lr LZ 11N130 3DN33 ITS ££ZJ 64 'IILN3 lYq r'� MMLS Y WATUJ INN I OW(03.SM 38 TgJ N SM 3 NINON Y 3)NO JO "MINIn - •`,!;,;;;.1� GGn 9 ON>Ofd 3l1Y 5,9 Ql Y Q33N1NWM OW mLD3dSI 3B TNHS 5316 3ALLOY M 5311I1OYJ O53 3N '9Z "....., UAV'H7¢31m aSGOA11 38 UM D!131•4'SOd I .th Himt/c mum I"-jON.9 rnNS NDdMUV 3lvIQ�11 ONPM 38 lox(sls37ll)GM M OONM33NN V338Y AMOV NY sa t3oll Nill.Y x.Y TMI j' j9L3'ONQ1W OLLSYId bNH71M'0190iS"0�SOONl3W 0NM10 SAVO MA35 80 NMY S IN 3114 ONMNI (Ml Q!9aMIJ 39 ON SWAG a d Nb' 331'JS OL ION �_ -US 3N MIBOM CW 0-M Q.M N 3SI18HO x M iN IIRSMO 3LVAM Y%W -9 TM AVIS 51H30SW91a AVMWOI ONION!Sm aSOda M Srm ANY 'hZ s Wm m-W 1 3 1 -W1003 JO 1N311LWd3Q 3LL AS O3AO8*N IOC*IM G I AVM)NDSV3 AM m SNO1lb'O1d 103dS I h3HA 50N0d 1N3MQG 10H atsrim H3LYM JO AIME 3NL 3NON G UQ1a30T3 OMSn T ME10 SALMU AVONON 3N M ONY(O£VO G I'IM)MSV3 IN IS ON NJO v ^ IQYB 13 3LL OIN H W11a5M-3N , 1 I I SMrDVJ OM 3N1 JO U3M3H ATa3N M 1d3N 39 TWHS SWW3H H31LRM .7 S 31 a3ty reNuanl'IHIsx 30 ONVOM3tl N mLINML Or 36 TA G xh3(4 IH3fIT T n i 1 1 TNJ A1N3 0 W MR"3Y1 311 N NOLLY003M GM AWOIIMMN 1111M a3MAM 311nSN3 G a3NNUn,1 ON,MSMAY ns v M i 803 SYOTN ONY N06 O JJ DWIO 3NL S30 W MUNNISSIl5 SML'NOSYM ANO 3N1 N Z]IIMYJMd&3Ml Ai AINO QW3dSN136 TYNS SIUDYJ Ya3 3HL '£Z TON OMIt 30 S3MOa30 M N3M INN 31L MOM GAUM 38 TRIG IMAMS Z Fm 340Yd HLVOHLS S8=SMJJa9 Y3dY YLLSO N ONOYM UNYONPh31J rn lYN OS L13VW 3N DWVHd 'h NVIS 3'1MWAYIm 'MLL714ISMO M 1M IS1lYJ MNI Y JO 1N3M3NId YJ Y{18.Z',Z '1:10MH 3H1 N mNVHLM WIMIYM ME-M'S M JO ISOM 3AOYUH IM lYM'dYN M NNYNIM 3N MJ HOSMH3dlls DS3/1NM)ddY 3H1 AS a3 ITHYM 39 TYILS SLINn NOl1 M'ALMOOf WOIM QW 91MSQD G HOMd atW15N 30 TM16 IHSN 't t MIMMS V SY MLL031OW M MO 3YK 3H1 3WN ON TNN SMl SdYHI M SM OI&M 3N'(Eul0Od 3 TANG SNQ7 mfm 31t OMN 30NYBdnfso Nxb-dwdm WON WEND S'm G IN mS G NYM ION 0a Mil JEW SLHGN NSY9 M1Y3 NLM EL31NI NISV9'MYO rn DNND3OHd T M'00 d NX=4141SNW]K MOM IOU:WWW G 1104Sd I AYA IMAMSllQWAUTm M ':LtlrfJ H31� INi11'AUTm tl0 3 10001 100)301 A TS D N106M WWWO0 V AS dWrU AVNTD M'" �' SGOd 3DHi3 T3HO NOGOM 0131BLLd3JSIG 1SOM 39 TNH6 NIN SIHL M NOW SLMn ONWM M JO 9MYONWO 3HL ZZ AB CrdYX91J SSOd DOOM.Z•.: ISM ODOM.Z r.Z SYMY MOH1 S3ZM19YIS 103`OHd 3N JO 1W15 3N lY 5Y3W 353H1 DNLLY13D3A 331dn0O 73dJ1=1 DCiDVNml-1370yd S3mm I,- _ SI MLLYTNISNI AIM ND ONMVd MHN MNDMLSMO D ON3 3N 1V 3Ma 9 SML 'S9Z-rOIM-09C NNdS Rt Wim OW 3WYN IDYIMO RIGS Mad HG j SGISOA DUNAfM M NILY 'AUMGnOMU '030YM 3W all SV NODS SY SUOIS TU ONE'Ino ONLYL40M(N ONQ1M Z 'NN hZ 'OUDYd T31Oa SI 33LLMMd '991ht@NVM 9 MAIN LMMd S30dN 3N W S&wMUUi3A35'd :A13 O3AOUddY � (, � O 311SN MIT S3dtii)SIT SISOd 76R1 HOsoM 3N DNOna31 SnHI%)M"M MIWILS HIM SM GSOAQ tO9CL'h9LSa'M MN OVUOD'1M YZ 1301Atl1 VIVW SI 3MYN S,.mSD 3HL OZ M51 -011\fiN LMMUd IV G%1,6 39 Tots urym N1 SLTGU SFU '1031W M M NOW MM 3N OHN39nw ONY ONAW3D NYH1 MORI MIAI N Saw MKn'%G G OM h0 J ATMSs3M A&I JIMW S ME 3H1 1VN OS 1330IId 31L ONSYHd T mgyde 3OHif3°"a°3' N -S3 53111 I f1 QNV 4VON S-�S 31S. s"%3MJ IN�33c ORM nTRY INYMUM 14'as Ol 101%, smai G QW sons 3HNa3 'aim MOW sAYW on Bm M MQYimma dN 341 '61 N Q 0 II31NI (NGJ� 381 AMPS 3HL WAYm1 AISM HD IMS AWLS RVMLSNNoa 1 1HM G MOW H mNHYW I'MM 39 7WHS VM1V NOYf M M 3iUSM3 M SLWYdI Y36Y MJAIS S VM M V3kN 341005 34 RK.•0110d IND1IM MIENS 3HL ON M3N NrA 171100 V'RRSA3 AWIS 3NL OIM Q3HSn'U • .�, Y JW d=G NW)(=W OW"EOM(SAYN AMPS QN SJ0WAM 9 RVD38MY Q3T1dX3 A 71MSJS 30VNNM ISM 3N MINI HO W3N sHonal cm__ .•.t `J3)031OT3130 M330 SYN MIS IN M 38111WHISY01 3N ATM 3 i HD SI0I1UOHd-A9 3WNDO HMU ION W3MIN NN MLL60d30 IMAMS ^ 10LLr1S m 9L•ItZO _ 'a3NM 30 OSIV TVIIS MLL 11JUSMD MOM U33LON 3S TYNs MI6103%d 3HL G INMYfOY MUEd0Hd TY IN M�ARJ IVHL T3dfLY1 S31IZ mew oyioy0 OMMa M LWYJ AIMM HLIVAI(NN.rSMMVJ Q/H 5T33NYM S3531.1=STdd L1MYNd3N 39 T1YI61I'aDYWa 3W/sl W1d IOHLNOD NctmmNIm5/ T3d@'1 7YJ716'G l3 ONIfMD 9t'{OW �-� 11Yd030.S-.£ '618HfLL'+9 57DNINn SAMSVIT M1YJ ONOaIJN 53LMOr1 H3YM DYJHf6 1N3YMH3d rn T ANVHOdML Ho ANYONno$IWn OHW3'0 3HI M(S)1Wd ANY JI 'LI Lf3hDIS3G NOLLdRIDS3O 31V0 dIdLS 7gM9113H NUM G MRLL OILNT SS'AD 30M 07NIR7Y 39 NY!YS>SilOE 10$RA Xa3'O IH06 MIdYOY '(YTD/Y M37 33S)IYJUMI.L JD WO(d 1C]U.T Y iV S71V96 S6YS 3I1D36-16 V M MNIPAWO 38 TWIG Sit.'1MMMT330 UMd YCZ-'L01/N3Yd.Z-,l OW IONSSVd am ssm M Timm 39 lots SAYS)m AHYwm 'C 1MIID3sn5 DNHM 3a WJ s3Hf MR DS3 TY NO 31DS 3AY31 Ol MV19dO9ddV ta-=/N'AOtl ,-.Z ZMMd YM-'Y01/IDOH A-.0 SMHYDUD3d ONMOTOJ V 3 AVII 11'IN3TdOTMA30 1VU ONMOT103 ONMII119 IVIIN3GtM SY MIG 3N!?3M ISM ON 100!U)3N0 JD 3Hd30 G QDYd-)ws Amm aNros 3u 39 muxc;mT a d�10;amc9!mud° V°' U3M4 3J.71S N31i SAV]Y)301UW 0 0 TYY4 £MtO I IVSWW SINYXIdM W VddV ISM HG 3FN 5300 M 71DIL1310Hd 3MID3H ISM ZkDn03H Tom Uca A"Jam M M0$IOMd NJ60Yi rG xxv '9t 9,w1!gyY»40'Arya yzfnul9lgt tm xn and•£ NNOY TM lYl{I 570S 2i3N ESIO NI lYG3H TM SNL'N31L 310M3H G N 3Or9 NdM HUWro-3M AH3NO0YM ONRM G AHVSS3D3N 39 AYR 11 DN6 9N¢33 3N HlM MLL0NIr11D) SaMX3 NDLLYI M MY 116 A CWM 3 TINS S3YAIS NOW3DHS1NI .1^+'s l�!s�Jdd,W 19�®W9M1 s,ua1!galy o1Q••Z S10S d 3 VN aaS S3 NOW 31HYBTN NI S30+M 3\oui Ol 1SM 39 IVA 11 53JN3311S JO 3'YJ 3N N 3NId TW'OSW 'AWDD 3N A9 amASM3a SY NMVMNRIIY IIS ;(13d YP1313O 3N G 3OYNNda 3ANGOd 3AYH iM6 S30M AUINWQL rn 't N 1.0 D AYR S3Olnn owoo ONY mum NSnIM SY HNS�OdAOmO '�MI'NtlNIIUAQ 4IOZIgY3+AdND•I QN01LW 3B 15M.9VYYt7 A4p1S a!N AD AYX01gd'afAO S7DO(N l70H/Q110Yd0 tV a3dYM'Q3cktOLAO 3ASSDXI A81YN01LON1l3DN SI U JI m11V3D ORMYJ HUIU 34 OW QDYld3H :n 3mM.y 'mrids STY4"SY m JY[3LRS dirt a 4W-'AIWAW A ANY A S N13D I1WOW Ilyd3N ow -MON M13N39 A'DOM 7NN IM 5.3HI"'RE 3N VOW aM M9H 38 Tots SONOd ONY SdVN NO 085 IMAM arY N MO310Hd I33a NNM MHGS SDNYHLM NOHOLIHMW SWW 30 TWHS 37MI OI1MtlJ H31'9J 3N G 1N37YIQI 11ODrS Ti1Yl0 O3GYM 7N Sl 'OMYQa SADIV A SY AMLf W JAW3'd 707 ODI.N 41M 33p7gpy AYR SWfI AY11-IVS I Jy AG?Jd V1a11W 3N MOM T:HIM1 EWS 3:H 53k0J 11S'01 m1910 ION IM'SY HN6 S3 VPM WMIORNIS 'Z B a7N0 6'1N MOy 7CA.0Y41DY-u JA3LiMd LA S A-"Jbm 7 Y N OlAIY1M'YAr 3B rod 3WMYIAa 3iI T SHOAT N 15Y311Y aNOalla OW 7931H 3LL MILOaLL9100 H XlO3lO NU J/fJNOt XI VN OM A AV � J J M I A VA AoyW W OIN 03431d dYdM Xft 53M U '1 0�'1 USLV "no Omi Mt'm NW Q3aA00 SMYM MIR 31YH TWITS'MS 31LL MHO ISM Y V olh5 62 M'G Y3dY OArYJE Y OL.OWL VIR I A AY31Y Q 'W W JILLy17M D YGY•M HDI 3LYa030Y 3W DNQi3 AHYMAaI HO/QU HOW 53SYO 3S31L I-NAmkw M 3 Y A3HL IID0.3M 316 3H.Mall J.ONMH D UUM SN6YS MLYJ AW 'hl DYAY.0fR3k Y OJAO HLilIO S7T.W31 s313g1 Q36YI1 I527 S71ML 3M AY3Y!'INgO 3a ILIM jaw # 37LON Q33fFT3AYM f f 1 AS S3W 320DCM AV&d)WW'laN St OMI.3N A,AM JYNI AM 3NY 31d 3U NO SAWIAZA0,7 J q 1 I - lY1d DNMa1DJ AT3LVImlll1119nad lYLLM063J alOtlddY W USaln adO'3dA30 SL33HL5 On911d 3HL M m160d30 33 Q1WYA yM1 13U G01>n N3YI1 Y rM76 30Y1NflAa 3a.0 A9OY(�3H! tY3M'AYH73 LYYY S53d'J•V yyypKst I 38 G 3W IVN 1VW Y ANA SLOI 3HY SIIQI@MD3H 3M Ol SNOdd3D1£3 1VM1 1N0 TW D 6RW3D 3B TIYI6 CW 3'W,rNM NCO:Y3l1S'OO 3U A AYM uo}6ul IJy `U fi WCZAA Tay 3 4 MOV WY'd OW aM3mo N.9O! yY mid AOON JSY m TIAYMD 3U r _ ---�- 'm Z AINO M"JHIdVJSQMI WJ m5n MTIH1 JO Sr3W rn16 803 IM 3.1MH3d 3Hl NJC% A9 36 3N 3AV31 TWHS Mmmm MY INO MM53 Duo M H3dONS MIAW JD WIbWAO E N MOTIY G M3LY Th ION 9 31 WG IY NM M1M T'AHDIH V HIM OW31D ATLYM3IR 39 TYHS LMO 3LL W3!SS LIAUS NI8Td 31U N an uany 4�LL L OZOZ SADdK31b mJD3d5 3!1!tY QTIWJSM aAr Nd3O AY zl u.Y a133r 3&U vUov.#J 38 T17"YAd or o Z xNJ H3W A11H016 aoT3AMa TTM H3AOO 1N3p iYG lYN ODOH A73M HDN Y M mI1S0A0 SI Ima JI 5301 TV IV W313 14X 39 LSM stiidls 316-110 YI V s3WLYJId93a5 SXRIQWYl77Y1'YI at aA'ALOO.7Y NM 03H R a3Y mQ33S 30 TN16 SV3N'mBINSIO 7VWNNI V 1V•GUMLS 1V a377YJ5103B OYCVS IN 1XM f W) NSI ! WYW 3U N SAMr. ;a OL ONIOHfA77Y 63�y�5 AI N3WMH1d 35MUSN0 M MLVIM3A 39 TANS ME 3HL JD SV3W QM(UM TN 'I STYAH3lN SOQI(q)1110!SY 1tWH AYJf6 WM O?SMU OW O1DY'di MnnOCVM Q3IDMXLS/AAO 38 y sio O WU V -13S7Ya3B 3WI71b S3a/DYJ MYWW AMY 7VAMVft 3WVADa,73W 1 MI I (t)V Y IV I NY1 OOOM G ION 131!(f)DMU 1MO9V OHDYJUV N3dI0 ONY T[QW MNLYL3?3t m A O'A'hJl6 ALI ADlUYAYlSAD:)AN' 3NA '1 f f UN 39 ISM SMHMNM ONMOTD3 3I-NAOHdd1'NDOUSMO TVNN NV19D G •�•,•, `S}u a w}sanu 531. N NVV�I111y1 NO1LN1Z(LSN 73A A I _ I _�.- 3AN`WSD3DJ3,MW�6i�ld3d TWITS TNWi6 DrnND�Nm oNvNY sndoowo 33�H3own U01bu11ay aM _ - a Nn a 1 N N LLVZI I Vl 11S IVNid tl-:) 3LNOd01SM 1M OCE MAMI M 030NOHd 3S T1YH5 M6HMdIG MI6-N0 N an uany 431E 1 Z L1 30 M3 3T1-vM 3HL M Me TAN'maS SI S Q3W3D 38 G Y3N 3HL GI IV a 53IdOWO DHI 3NL H3A3HJHN m1K 3B Ol 31YDS Ol ION iM1LV3 535MJ 0N3M331 M AYOtOH Y 3Md39'1JIts 3N JO 01D 3N 1Y Q3ZnNW15 38 rnNs 5105 Cl 533HL JO 3Nn dR1O 3LL!r Q3)W15NI 3S rnls DN31 roNMO DNMY3D Y ZI L Lritl IIBOI.3N G Q3HL V%101 Ine'-dnL"BVI'MOY HIM Mi=36 TMG SGN GM '£ U 11V13a 3�NVx1N3 N011lf)lilSPIO�A7M101►Yil SOIJ d lam AS Q1D31m XIMA G MI9NMY ROW SSYMNI MAU3H DWMINWM JO A0mM3M 3N ZL '1WdfMD/M MO ISNH 3HL G mH MINS11 aRSMI A0 aW(11=HISMD s'1 U8 W ed�,,/ OW MO;SM 39 TRIG KISOd3 0wldO Ina S/3.Y AIR 9 MAW Rom MIN Z SI-ONLTQMO Y 1LNn DY1d M WPM ONY MWM M ON&W ANY O ZO Z + v '� ,A��Tt 3M zu K�Tom'iT�SHI3`3m'AHtgl1 HLNM! �QLYI 39 TMS 'mIM3H 39 TAM SOOH1311 MLLYd1U MO'MLLVMD 319VLM JD 01 HDW a mam 39 TM6 SAY 3d7N 3M A9(MMLGSN Y"3W NOW U0T 5LT3NYM/5131 M 0ND0)S r IOLG'001011 1IVNR1W W TaMiJN 9 Orasnu! '� IM 9Z M dYHI 1H31NS V WJ DVdS ON 9 MU 3'dPW ONIGIVA 0 3N 3N A SNOIIHDd 379'NLIB M)101 3Y1 DNIVW6S(1GD11)IISYd 39 TOG 14"3)0 NUM M'MJ=Md W ISY31 1V JGWW G TNI 1NU SW mQ$AW l ROW 3NIYM50 3U.OUTOW Md 30 MYHS H3113 TWIT PUTS V'1MRY3HL 37N3J N0'J)fIHISIDJ 1WMdK3l NIN IOR3(1)hTDJ Y 3AYN TWNS(3d0N 1 'ATMAJAR N 'UM 39 19N1 SAPMO InK:IS OJIt HO ANY LrOH = MJ Q3II1U1 ATMAILO3IC3 3MW 39 NYO NOLLVIMR 1YN OS MEVY 3)Y3N6 S1MN313 MLLDROW HLYAM MLLYN IW DIOAYH M 0NM0fW S101 TW LI Jed U O} U I I�y 5NY$V M0Y!Q7001 M a3 3 mddan'Q3TLS 6TMMlri1 TW MOMa3 t/d Ol CSn 3y1LY HLS AW f!0 NY7D SMONVIS 3MNYNUWVM ONO M 3HL now AVMY T&H31YM MOVE-1N311mS 3HL Mt W G 3M1SSOd 39 AYR!1 hVCNY 21Yd31!ON 01M'00 9dl0aMD W'Mi5 ION-Z HDN OA653O d01 D00f�d Y UHM U Aril SNI 'A»•-3!'sid091 iH_MykMa MJ Q3Sn 3W S&vd MNS Y3Il mWom Awo'a3V13a31-inm V SS3MOHd 1119 MLLOI IHESNlO MUK0 X814 CINO Ofll JO WU M WIWL'1KKW TU 10Nt NOJUIP O V N Q3d'YIIftM 36 Tots DWANa 3LL 'L W 09 of /IVY I've G Saw 3N DNEY3SR AIT M DYdS IMLLYLS Si 383HL WHIR dYN IMAMS Y RIS GOP3H1 M 3015M SNrW IMN03 NO (INSI&N 3N JO AdO0 V '01 JD MNLLSAOD LLO HDnOH 031Y3IL 39 TY O HS MaIVAM AH m IM LVM MAW ANY 'It � ":liOLGk JLIIINdQt`I)3[O�d- OW a u sWIV umd.d2M 7nls,dsN I411Drx iY ID uD CAN D&O"NO)JAW DOG"31M1 G am A OSW AM[MI Hm Y -IMAMS low G Y1W DNT1117S Y G 33ANM 3N x 4 g Vm TrdSU 5H3WM DY3MS W3N AINLLOV HGO3H0 S)R3MA O3MIId NIIaNRN JO Al0 3N AS xAJ>dddv G ID3'91tS Mil!!AYW QMflfJ)B iSf01 YSlN IOl'3 TMiH OLIB'd Y IaIM S3DMa13HO0S QMKYM 39 LSM SMl?N MN Imm ram on IDft=L%'D WJ(rLYn1VA3 39 ISM S N 3AILVAHSIM 3 M a3Y ONSYM '01 SMWODO M13 JUTS G 93MM 30 Am sMOr m SNfd aAOHdo 3N XMI cm SOW1L39 M SIWL30 3H1 NI1M 33WW M N OIlD(NaStO 3Y TWN9 MTDY!3M 3HL 6 IM 1]n.'10;AS S3d 7124A MOMI a'4Ri1 ION 9 OM 3LL JO I9711 1VAL'N)IG 3W 7S 3LL ND SVOIIOND! B NOLLYNYRa7 Y ALP"Y 11619M•Y 'MOIJ M6M mLH03d5 311E HDI mIYdOIINI' __ �a 7vNpyY, SHOUMAW S.M3HIH)YIOhim SI 31WM90 3L6d0 ON S531HfI mWM39 3W SIOSEMD H3YM DYJHaS '6 NGONnW M AID NM DWaD3Y NI 3 TYIG SWRISLV CAN GIN NHOM Is S G DNO'3a?38 WWI 30 TIME A30'=I 3N=fd WO J SNYW 3U N SNaIV%XW G ONAMGW o3LY419K0 39 QY1O6 01Hi011 M 35IM39 GrA'0.31 SMUUY!3'D I AW VC&O"UJILMS W1 G a]Ad 3S TM M Ze N �'srsYor 'MOT REMO DM3ds 3111 M1 _ II T3AYHD 3U 'M"e1NM iHMIU03TO H3U0 OW S:DOI N0aID3A TN JO QMa7U m AW 32011M 3N JO Y31ff 30 'S a Bd p Roam Rr � m1Y"Iff SI 3 HM MISAJO ON SUM mHI1D3H 9 M ND M IMAMS 'S S3MN(Z)all JO sS3WDIHL maim Y lY as ddY 39 mos v"mm Msm xwmdr L MJ amnam sI M1aW adds 3MHM 'L •O 41MYGARI SUM 38 7MG AVMNH 3N M do(10 OW 0Yd 3H1 ROW a3OW 3HY NHL SIMS NOM ANY I a o6 9I sm"m sw�M 'WS mNNM-35HYOD AB NNIIWM SI 31S 3N 553091 sits TAP MJ mHlf03H 3W MLLYZI1HV1S 101 OMMYd OW QYON NO11WI SMD 'L Imov Md sww o9 ATSLYM9 udr IV 03ddY 3AH xINMMd M xnm M dIns 3N DAN a3GY1! a N 9t =To v=S11 W mm l�rz 31d1NY3)3m 3LvwmddV W 1V mnddY 39 TNHS 53SSYM otaimmuD 1Mnt.3T 3U ON aU:JfSH10ALi 3"e TAHS 130d M dY6 TM Y JO 10LL'3NMSN00 3u SIMIf 3N NSVA OI A1N=)1 9 a 9d 99 ITM 60"AD M. 3l6 M m1Id)DOIS 38 ISM DNYSIHSM 1SYJ'Q3LTY13Y SI IOHNOD Msm AWMdM3l WA MOM 3H3NA '9 D IT A 'A3WS XB'd Ol Ir-5i1 V 9 A70 ON XMLLlM 9 Wdi31G IMM IMa'1iO 3a Iy00 DNNSYM AB aKliD JQ 3HDY ad(S17W15 AHYSSi13N 3NL @N)DM3 1lIS J01333 W3N1 AIJI '9 39 IDII TNo6 1'G!'01Vd 311 JNdflti/B AT30M23MM Q3YJR3H 39 TMG NZD[QtYd GM®I,THI 9 1M11 NL3rOm'ANY C 1MOY(M IS Y R 32 Y HUH Y "AY9 ONnum AWNWIM V SY MSn 3S TYRS'M {p1 GM SONO31.30f0 ONQWSONaW'DN xEdYN9M Q33RVO)M Qi3;3NMYJM SV38Y CM TW O3LOSd G OWM38 SI H M 'S V GN M Mahn S)ua N7N11'MUM M 1111YA NOU.M M'HN I NO MM 70WdLM 'NOSY3 13M 3N JD ONMND39 3N JD 7QM 3M NMIM oNroUJMOQI ON N6YS ON UM ANYMdmL Y 9V msn 39 IS TAN6 3N JO SNO9O7;0 3U N 3Y3CN W M Wdi3M5 LIIdii 30TW AMI SW '0511 3 TM6 IMIMS D 33U SL77NS AlI10YJ 3N'N31.SA5 M6MdSM M NILLYHl330 W SY A-amon NouNLLt 3N d33N G tSi'sV3M 3Y1»QDIN IOlft'111flCiWd OU0¢CtNdl'JM3B IOd/1N3M03 0NUf33dd ION 9 33NYUa 3N! Z %Gm RXID&L m0?3 3A rnHs IOSI'3 ITN 3 L oana a3NMMHn 3 G 3W IYHL SV3Y TW 'Y QIW I AIW31 MRVffi d 3KL A AH IDVdV3SM3K M NM VrI00n 39 rnHs THE u,�n >�':SdHIVLS.Dio1LVI11S[E332f1 a 4 M G SI AUDYJ 1MN'IRad 3N 3 1l1DYdlO 30YH015 3LYID3W 3QAOHd TWIG YS SNOIL!0Id3dS 3N NO MMOMOaY N WAIT ON 9 Wd 3N 3 TOM 39 TANS ST a A&" '1 a m 9I �5050`H!M1 � 3LG M a3Mdf[MIc 0011135 AHVHOdH1.V SY JIM AIMI MILML3Q/MLLN3L311H3WMMd ANY S 41'm An lWHO=aym>D dL031 3 7WH5 SM aWaS0 TW MAO)OL IKEWM SWRUIVM H30D T S� MM 3JNVS1A13 NO f 18J5N07 AbV210dWi1 Nana Am eo WtmMrM In v a O a ilM w'on v L 1Y,WN DILIM 39 AYR M sIN SMhS M MMNN M 83 38 adY aoM YJ LS M r1G 11Md on 0 c m 9 5H DH ZL WN 3Nn HaJ H310 53ltDYJ TVIO LNNV 30NOHd G QW 53LWlOY sN AS 03IY3M 39 AYn 3V6id aM ao ss1rm0 Q3P13VINn JI mlD3lOHd 38 G 38Y 53M15 TU @N fro ISMS aW 539d0016 Z IVHL 4OUlOM)MIN ARV s5.3MaV G MIDYd=3HL JO AIP1119 ds3H GAY 'Jd30 010HI'I3DIa MDIONNY/D IlD I0/OR YT3CYa 1]3VHd 3U A9 OI1.31-SY M'AM NNVNMS I A1MM Y MOM Y ql am THL!LU 1OSOM aywdR31 MLLYOIMO 3N 3S rn1611'NDLLOnOISNYXI M 35HfDD 3N ONRNO'3M33DN CIOly01-03C UZJ O101-LYY M J'�A'!1 SAYU HTa HSLN do arY-D/ld3is 30 T3d6 Sg30Rd QU7Ai6t DKlst03 OLM mxxdl SR6A 4W OM 71V Z .1, 3 MN H3NVH'S.AYO du G aDnmH 9 S3HIGY331 70HUD0 MILYll3 3 TVHS it 3HLGM G DD 4003H 39 AYR 5ONianoJ O53 3MW fLZ96 YM W J M 35Y3U"n W WOPOOWY T6I Q'7.AOU 39 NW IIVd M ZI )S''M OZ3n MQ3 I OHlM UP., Nn NYMH WO Y3V mOHGSM Y 1YH1 3RL O3 TW 3HL I -AT mIOOY ShiV 140L5 crumaci1n MJ amN sY(713'SIINU 116 OYY ZOZ olu6' �Y P�lfD 1111 f.l.3•OJ '105 QSOdC3 M 3MY 3M hVNI sS31 HIM 53115 HQ3 MfAflll,OS G mDamH 30 AYM}NIMBI MO9NM,Ml 'I V IV Q3dN 1Q TNT;m ONILII 3O D mxI m 310"um?3K am S361M JD MOYOQDJ SdnRS lIl10U IOOY'0'3)aTCd df1 39 TYI6 Sffift7r! IDYY11�Ltl31Yd07/YL70 ONY)9JNU3AH'/)S'JNAH�DVLMU �1 AWIWIat IW SX,%Magoak 30NM W M QM no TOS 3Q MOI GEES (O£llbdV- L b390J00) OS3 3S3N avo NOLLOns'ArNo 3N OH r3) S emn 393115 mIYdOI1NY flW3 AMJVM.9-,1 'Ju MJ S1NeaHlllmtl N9aNM 3N 3W O SIN M OMONSUlaM 5MIS a3 3S3 3N 'h dnoJD )uacud%9Aap puns ,4M„3,uH9D _ ON1433S SNOISIAONd IVIJ3dS NOSV3S 13M Z-JS3 _ .. AIR AI An"3,h741�1YQ!37YMr�djalAc;yd�NJE00 3Q�'121w6 H013V 9LLf10YJ 3JYNYHO NO'S3�1N3d0Hd 1N37YfOV SMLYM DYJHIG O3LOM 10HLNW IIS M3 MOr13:13A JJYlVJ'tf1St1Q� V RIM C37i0Hd M-QY rd 31cam Cd 3M MHS NTS¢�3.N3K i IVN S7SN ANY Z Ol ML o N SY3HV xODUQUY M ONNI33S 3HIflO3H Na M10361A ALO 3H1 IYHGYN MINNA 7M6SOd MUMHN ONRWM ONYI M ONIOVM ANY 01 Y3N uxilsslow M.£Z•M 'M1323S S IL Ol MIAGI15 39 THIS(330WONn NrVIM G DAY 3SON SO MLLYH3M NI ION Q3rn15N1 3915M OW SDWaW7$H3LYM 319VOnddr D NON THU 3YM G3 LW 3i 15M 040 X JD S3WK 3N 1 OAV m o 3A Ol SY3HV 3SM D dYW MOLTS V'NOSV3S I*3HL A OM M3S arm M MLsAs 3DYNYHO 3N MIM ION SDO MIYA MaY3-11aRQS 3N JO%3YA 3M NHIM MIM 39 INNS SY3W 03171r LS10 MIN HENIA 3N IYN 3NIGN3 Ol SY MNWM V MIS NI S311VMY MIND ONY ONRWM TY NM M60L-10L9M VM'UawV7 awi+0 wLYsgn9V>uM Ntt SOHYONYls 33WNRNWW ONHDTOM WJ MLLYWa311d NI C=39 IM SM MNM AJILM01 01 aW-4M 3 THE NOLLONIrNOD H MOULSHM 3 1SAR NYId SILL M MORE S3SNDYJ M 3N T SY3YI a3MUSM TW'(L 100)NM3S IN 3N JO O90M 3N OL MMd 'CCllmo D 3U A8 o3LTW SY IGSon INNp d G OEM SY a3ann a G 5907N Ma 'ALrK)VJ IKWR41 3N 30 ON SaWdf6 AS 33OVII11M MYQU�ASTM TTHNS MO HIr NO3 M��vMe'm:c+£sssxq�/'IMiM'MSLN2ggq S mle.MINNt.Z 530N 7211E 39 RAG 33 MMAW NDUV139313LS aid W 3GY4 7fW 3HL MO9V M MO.ISY311Y 38Y S311S OW NIUI09 3N lYN IS 3N 71001013 IMIMIO'ADOW3 30 IMRWdM MVIS NGONGYAI 'IMRad ONTOW 315YM OrM m(YM 3 ISM kIMVJ)MWdFM 3N'M3LSAs MLLYGILOd W SY ATUYRLT 3N AS'.(WWiff WO NO3L 3U)M1DN6NM NM15311 MJ 7YnNVM (am Yid sMl ON HIM H7fIddG MOH!Q35YIDH'H SY IOLLONnJ al SI AIMV,1 3N JI'AIOYdYD 31VLMS 31YM30Y 3MOSd 10MVNYM MIVMMI ILS,3N 30 9 3 AMA N KVOj M sLK Mno31 aW �A ,Mwa)My Yid M DOI 3S 15M TNM37YYH mm 7NHS afV SBIS M 10HLN00 MGOH3 AW=3N 3N NM S M 39 7YH5 'MLLOII105NQD WIMP aW'3IIWM'WOH MJ SMLLYGd.133 OWONYIS ZIOZ =ad&'NM DILL.Z ISM M MIYA Fm ON ISOdMO N6'Y9 WL3S AVIKIdM3l V Sr asn ALIDYJ IDNIIOO An 1MHY00d ANY 'It NMVIHDdM&JD IMSYd3a RVIS MNIHSVA/VMdY 31U JD IO-9 WVM JO UMIGI MD3H nM 7o6 SWRDLYN SAN SOOIU3n l7HLII0D MOM Z 3DYH�OBdL39M OOOSpIM-E1mO�f '1D3OHd MU JO MLLVID 3N MJ TIM ld3H 3W SV3 V&Vd %I O£ 2 7GMdd1 SiCLT'J DNL@N NMTtD O1 am� 7Y 1YH1 MMM G mN'M3Y 3 AYR YWd 16V61 SY MIG'SMIGY31 WHOU W 'ONDMJ M UY1 ONIMM Own IMM 3N M NDLLYHna 3a HOI a3Nf1N VN OW NOLLonam!0 DNDM30 allU 3N NI(MWOHYM3a A3SflOnNUM3 38 TIM SUTIS dUES ON 5V38Y 3m Had SILL f-Z M TmYR mm 3U lY UMSH 3 7TYH5 SQYOH GAIN SMWHW MILDnNLSNOO aMISYLS N TuaRvi'HO m Anus viwm wim DNOMDN SY3W w3um TA, A'OS DD01 Hd MM£-Z ON mS 311FME3O0 'NOUX8SM3 OWNMO3(a MOJd NaD3H0 Sim Onam AS mEO3810 SY 'I Sm£-Z)DK.r-.Z MOM 331H MUJ-W MYHLS N)Rk.1 J)301S TINM M a1YW 38 Ol IYRMYR OMVAV3X3 'U '(-11 Imnaa SUYH NOUVX dY SWAINY S AUNM xMGYM ID1alI READ GIU MMO OYAHM MOM M A11N313UM(MYNA 39 TN 5m L6 nOYJ Nomim%mm SHGaRl m's3dd SaYON M'VIM aNY 57NIHJIn W MLYMRIaS REM S7WIS M S3M•SBKI 801410N3Nl NM SY39Y MKILSIO RE'j'D3)d M DYNrdO M M IKMAX3d ro WADWdV 1N 3LrUUPW A MWIS MOM AVMY(MMAJO 3a 01 MLYMQNOM M/ON MLYMR01S 11E34 '9Z ON 53D0 NYtd(Os3)'01E)W IMAMS ONY NMCM SK JD 74ADWO f q 5310N DS3 a21V(3NV1S l- S3 c I z I .CJ,1214 .ill ELI .. o a•i I�. c �r 3N anueAv 4ILL WZOZ lal�Ioal iv - �• -, .:.�_ MIR '•� �� 1 1 1 .1 •1 , 1 1 .1 1 1.1 1 1: '••i^ _ -��.��d��/� `�,1�V X �' i Z 1 7s y her. SHMOH el and arn+n -ronoaddv SIHI u01 On1 su0 .10 anss L 6 Z/9/� � � � �P I -AS x� nx mow. cis� ! omc&dr aw u Ims sn!GIs rlvb s►n lVAOLIddV OMMV80 NOLLOn&SNOO ,S = „l 7d3A ',,0t, _ „! T&OH -37V,?S SNO1103S 9-9 N01103S SSUND SSMJ0 JNIab219 AbbN I W 1 1 3b d 00-9 00•S 00•r 0o+£ oo•Z 00•L 00.0 00•L- tit�;_ Mvw1 1 NI RIS dwnd I d i :A8 aMLMM A.Zli '6Z! 73d1tg1 Y3rJVNV3Q JJ3t011d W1QA34d :,i8a3Aoll"y I - 19(KI BIIQSV!]H 2J3tOUd �{ 3&vw 3L M"rm!Mtn!vow scl 0►I 7a1/IAIG to*Ww irim3XIYlt15�7.8 - MVWW3--num F7�1!-Y KL,Z . . s - OTY'!N01v0I•! SSL El 091 VM'uOIBUIIJ`d 3N anuaA`d 4lLL i ` J. iv �•�•� 's}uawjsanul WWI u016ulliy (jM fon! 3N anuany 4IL1 ff on%ow s}uew�edy ' Ted u016ullJ`d S = „l Ld31 ;Ob = „l T&0O 4 37bljS n MIS 01ION d-b N011D3S SSOND ,r vc c d TV13a WVQ X)310 DZD dW8 00a 00.9 00.9 00.9 00+£ 00•Z _ 00•L 00.0 OO+L• IK OTVM 9m xm il� �I, Tts 0 •♦ 010136 11 GM QM DM t V*O 01M XZ A3A - 3 y� ►a ZI 1 1 , « .G �::: 4SdN1YJS NOLL!9FISlt`. I Oct v smyaum Nsaxlwir _ M f:(Y-r0r-;5;'-zJ 01A1-Mi-09F Pl AMdAM 76)03 30 3W 8 A V SM10d JAU HJIIS 30WZ10 3H!-7 TfN,Z 40: fC795 YMSUL M D'd r"�'.'•--. i OYl sw1a9 IMMOUM a vvr 9 avu3A8ns'avlavxrxe `✓\ dnoiD ;uawdop ARG puns Obl I�ur.-I•�tni 1'?L'Iwr•} +•mil.YS"+!�l\r+.y�M•.I ,._ I i .,a.,r..ytr,ml.r• rn.:rr.,a�+-+�'uu.,,nrnma M� 1 5Sl 1 09L ✓z f .� 11 a I Y I b I E z SHLNon 91 804 anon iVA08ddV S - O- 3lv0 0• V7 N019N d0 Auo ' u)fLu ;h• _ - AB Y.iild'31LH j kSVHIIW t7 M EdT1f-LflltiflA:`.�; i 6aA0 ddY aW Q3M.3A Hb'M SM IVAO2lddV ONIMV210 NOLLOnaSNOO Nt/�d L60Z/9/ � anss P I 5 NOBrr��NloYe,r3Lap�ilw+ uol ona suo .lo —� A7 801 ofJ LM 33s �. tl -lVNOISN3W1a t001S`d aNV 311S 9'S1 -sf ' `�, os'lSl ='/�n_U � SZ'Ltl ='AM A1 ill O'SS l_7913_M Aa INN ' � C;M = A3-L3 d3 i �� ` iq y, ,61 on �A8 CII1C9�iD + i 9 dv A'OL ,7;(L � 6Y l _ i :a3HWf1N.L03foad °n� 4LW ., 31 .091 3'YJS OS 10.V >•rJ/:7ro13a 33s ._:..a•: � '", v. • y i f I�QF�:! .acl-? i' I -- "g° i b--�`r. 1 11N1 j1YI1L)/ I 4 J WDO S �DNOJ�M 3JN3d HNn Nrolr� 1.��{ ,Of 1 s3ww 9 Jo Nld3a r of oNY A71YOua3A Lfq 3e rnls lr T3dif3Z'1 9OW3a LUG Aff➢Lfl 91&LL S1NNM'SlYAN3LNl,OI 1Y @OYId 3O TNHS SLNIOf 'I ---} v .' .dl �...-- r \ I V 3d07s YZ'OVd DdIl3_1 7N17BfG 135 tW 9l'1090 S1� ��{. i� - { vLt II }l.— Ill Ni 7.S X•S `J3NOIS30 NOI1dIi30S3❑ 31tlO lsl-Y 3mon wo .el tr 1 OS'Btl 'I313 3, OS'9ri '�13 id L _ i save mrvaol3a 7YJua3A d lS lL--�A313 i{ 9� S� � 1➢Z _ i I SY38Y 1N30Ntl1 .- d` TlY NI Mg 03aa0a30 bI .LL ➢IIlAI lA3FM I 1. uononposda>>o asnjaylo,Coe col uolssmuad uapwn 3OTOX SatlB?11NIDTPgIIA%Od3 AlddY syaanya,d mulg0•Xluo laafoid snn uo am�o3'E -Lt t5 n .�S leuoi Jo-d J 3uao ,qu ,Laaggo v.,LL'Z'auI'I�'tl1N3J1.lQ b[or lg5+•<do0.3 ry s`q,l - e ��1� � -��.; 1 �-t �•, mar � ' '+ r3 I GTH = 'ALB .621 1 A o C , I I° •A�v .�--- 1 9 NOuwrdc>jm vo la" Mon 1�•. e 1 b \, 71YYL_ 9LON MV 7VYf1L'alDo 3m 'S (� 3N anUaAV 4lLL a a A, ` .o r ILua t zlr ,J lb' � •� b� 1 S SC.�6 di ll I 1 VJSO U U J .�� g 3dVJSONY / 40 r ONV BSOJ b' aM s Q - �`a 69 �NanUan S'SL .uYstOa 001i'l='AM dd ay dUv .Y]VM ! `d u�LL z� 3lY0SO110N a jy 310H / OM7J,Of Sluaua�ady 8 ABnD DNIA Nd IN MID v� Loy �; v - l�( 'r ff 7Vn03 SO 1On00Sd 1S3M.HON 3L380N00 ( r� �{ILd UO1BUI�Jb 'sal 90z-1H0/3M :t I !. fool — —ronr SSVB3S 0mod03NI3B,9 Snonmmoo HOV3 Z t 31321JN0.0:r's'd 0006 :p2QIIVOL97_Lt�l3QL1aH[p2i .ZL �' xzxc b .s'Z (-V3 Z)370H'VIO.1 9 q•,, 1� '—•y'�anl v �'i1 gyti F \MIKY tlT—f— SdNPIYSS td012tl2LLS1LJ31f v '? aausa BBnJ aid Bve3a z 7VOId.(1 'BNAO 40 d01 HLYd HSn74 �� .O: b e __`�— /�'� .i,Z �• '�" 38 Ol if3l6YAl ONV 2/V63S 40 ON3 S! 9,S\ �Y •�'- -fy '.S'l Ol.SZ'I='O'O H3HSVAI 'LIVB3S 30 / Y I I d01 Ol B3HSVM 073M 'aV03N 1J1 I — l o o ON01.bZ+S3i-gMVI0.Z/l ` FIOL-Y01-09f j OIOZ-IOY-09f PI HiM SBSnO SOHONV \ If f /.CZB6 VA( OdZOZ a1nS'anmr GuaNO I I I l SCI-0' zD 3Y0S Ol ION 41 � SAnsimWouwc ONY7-Y DNam aLS'MdiNDAY 11V13 d WOW] 1JNOJ S1O D )uaujdo/asap punos dnOJ 7j • `y ISCM 13AYdO JO 1N3rB3Yld OL rr MW a33MW 3NL 30 NUMMY5 3HL Ol / (md mn)'asoa Tm JO SSG 03I.WM ONY 03ddMS A TM IIOS 3%VN 01 auNdrm AOWJN MAIM • 1 1 3 anud--!A au-WI M9ILi 960Z-30Z96\'M'na+an �vowa7nyrrunm ZbZ9'65i.'6Zh J 191C6SCSLb]er Lpn T aI- X 99 IAIL?3S Iowa L wl 3IN HEJON eYe a3a1Y0) 3om — o i�1 d / fj 5110!@Ng3d NOL103NNO a0 aYH3a 7fJaH3A a0A'AN JI CMN 3N9111 M ONO'0NIERM 0Yd 1L31MMG Q{7 Qy y all!Nltd 7Ardnl*M 33S OL 1AD'AWW S b f Z 3 I S Y f ...,�_ SHINOYY 81 H03 OIIVA IVALRIddb'S1 1 [ T Z 'D J33HS M 3HL NO 3HI Bd �+If1tI"E j1l11AVNQ' amo&drawaM3MRA/33 SYH Luis"sm NV-Id a38 wnoaddv ON[MV80 NOLonaSNOO HON32:L 13nV�:IO LWZ/9/6 uoijonj}suoo jot panssl �❑ ❑ ❑ 1N3N3AVd WO Isv t 1 — a'O Sf101/�213d311S &�/ oSls _'�� szL�l ='/3,3ii ^` 1 \m t E O'SSl=i9S3!3 ° f D9 osByl =•n313 '�! z 7fne 1 t � t =as mx7dtD •l :U90VKNWIDWOUd HOLrJ M07dN3n0 H9nOHNl 'SNISY9 N33ML3a MO71 MOM30 T 03Aolladv 'l'CO/01Ir1303Z MY19N3 __ 0p a3lfhnN laaro>ta �e��1073r0�M 34uvN jo inoao VAfflVJX3 3LW 3O1SWX39 Z q �c� " '038 T130 NOLIKO13N1 •� �'� '�� I (' H0r3 NIU M'SIN31X3 038 01 38r NMOHS SNOISA13HIO :I SALON aus — jwwwvrm MEN L 8l a SI0n0 NO 11/ION00 30 SNr3W AS dO Myna 103a10 AS BHN3 ONnQtX7M m 030V7d 38 77WS uNn 80 S37M 1 R Oav36 Lb 91'9S6O 53aLM NOILVJ1NnWW00 d3HLO ONr MS(S flYrV 3a13 S37at9 .OT9 I I VdRSi 'NUM 6 US VA IMP NOIS61M S3HM1 3NOHd373L 5Mn a3MOd ANYSS303N TIr 'l if9N'�tS30 N01108OS30 BLVO 5310N AL11LLn c� 5L'lSl ='h313 ii OS'9rl='A313 OS"9Yl='1313 31 (• + 1 SE� L9018 9'JOR 50016 1 '1Y dV m uouanpo�da»o am aay7o A.�o3 u MF—d oanum .079 z u a s,laal!yaN u!ny0'Lluo laofoid snn uo am ioj'E r'U' _3` wag ieuoisu;ad,lo mauuws�y sta�try.v.,LL'L rouI'NtliN3N.1Q 410Z 79a!'�°�'1 Am �� •� A>9 "� :n�n�„�pnyl �� HM `uolbulljy 3N anuany y3LLiv 'A313 � •�•,•, `s}uaw}sanUI ---- .079 UOIBUIIJV GM 3N anuan`d BILL _ °°'nab / / s;uaw:pedy Njed U016ulla S `d ,IIN S'l MI"819 '• awrlo]:7:VDL3LG. .l?ACQ�d S� � s TMnnnra(i�w o rut � mat o. l� 06 �1 Ot9 � 0 8• s t� �, s - ..- '..S�l•�� ,0'L9 •{�� d�p��' � Pam'L� � ✓�/ ,.ytll E(OL-IDI-09f j omz-ror / n9E+pis dt` •�Wrgrdig6y sC. �Y fLZ96 YM vau7d l MY on p c� zOz'w's'anuar m�ypw lilt MI-8'O'd � � M14VS'JN3WdOM30 ONYL'Y 7NN3n"°JkWM6onB dnoiD xacudolanaQ puns B66Z-19Z96 tlM'1Wa� aevp"uN an{mW>aM elLf I - I - ` / �euvvueM6Pmmm Z4ZS'6SZ5Z4 J�f9IE65t-SZ47a! I ! t\ X 3Lb l�d>!7 6Lp / I d'G[Y��I► / HINON Ot 0 Ot7 SHLNOn BL 80-4 QnVA IVnoaddV SIRL L 6 Z/9/►, uopna}suo:D.10j panssl ' WO Isv 7' NQL'JNJ7 Z U0 vaaulbu3 w 13${Vf111D1V7ttAd�14 T33HS37LQ 3HLdr3d _ ;'.l;t / 'r,-.w„�_ur _ - 2d•10NddV ONY SYN J33HS IIYfd SBII IVAONddV ONIMVaO NOLLOnaSNOJ / I^ ��—ss1so ---------- - d 1 > �• t°irra'ci>-•." N V 1 U O N I Q V O�./ mono 80 LOON00 30 SNN3W A8 80 Wn8 103810 %i • _ 1 a' _. -_._-_ -_ / 1 v I 7 n AB YNNIl3 MrWM a3,7V/d 38 77WS SNOW S RO • • I `�. 31I S -11"7/\O i7NlM NOWIN/IWW00 83H10 OW SW3IS/S WbVN 38L/SP91,0 - S� '' NOISIAM'S38/M 3NOHd3731 'S3Nn 8ROd.4&M2?V 7N O'SSI> / 0s"'lSl- A3i3 di / SL'LfL�A31� i�a• 1 �+�x MON AMLL/) Lp1 73T3 S'B H41 iCTi3 3d SNfd80 OWA 80 SA3LVS NN80 HON383 SN1SW HODO dWdW 01 it :f;YMp OW W MAW HOBAVMV 30VNN80 3NLISOd 30/408d Ol 8010V81NOO '6 - �'� C rv''I �'ay _ ,a 'SV38V OWAL1Ln00 OW'WhWIN'WAMVd �, __ -C , :AU oH`AHFU N1 SdLS 213YONOO 803 NVId 7V8LIL03LLHOW OW 07d 7VNO1SN3Wf0 33S '8 a - l /-ar �•au.p nsss NH'aYNYN 1331011d NOL&WE W083 08VUNOO,O 3L ONIL03108d SIN317 W801S 39M ON18H0 '• ' .- •-_ r yq�c�I ttw R t3b'V 39V801S SOW 30N08d 01 SV38V OWALBOOO NI 03003dS SNNNO OWA 'L i _ `` I I• - 7 _ ,• S•1 AS UHAOV4dV S'bO 133HS NO SNVId CIS 100SM 83d 0310O81SNOO 38 71VHS SdWVY drdIONVH '9 �u3HWM io=oNd NMOHS Sd NOILVM&Nl 803 SV3W M07 Olrv, 7V8N301S38 W083 AVMV St3W 3dYJsWVAIYd 30V89 Ol 80L7Vdyo,? 'S , ,! - i'NOUMO-INI-MOO MOdS,ONV ! ��'°'� t r+� -I,,,- q TM SY38V NWd 803 SMnd-NnLO38NOW ONY 3dVOSONVI 333 Ito .- yy _7� yY _ S'NVId M01038HOW 33S NOU,?nW SN00 3ON33 803 T' I 1 k •k: r i; '6'FO Ol B'ZO SL33HS 83d GMISN1 38 771MS SMMO 7W Z , J I ( �" + --+�—� —y-�yI %JOILVil3U OWAL8n00 80 l7VNdSV HSIIVU 3W NMOHS.VOdS 7N '1 I ; - _ ,Of ,Of s 5UON IBHS ONIG"DWon— J I s f I - + a , M1 3i alc w xnl i3'wsaw&ns aw O .zr7 efts z c -G&U'1 1.ILIffi1a its 3•n 9110*90 , a3NEIS30 NolidINDS30 31Va 3 \\ / + % HS'H4l A13 Ae � i SL'lSl='N373 i! OS941,'�' 3f ,l��' I r ^r°t•eherrl-a. s�_.• rr - L baN J 9 uonanpmd,,jo asn aayto Am ) mead uauwv f / , •• 'r. saaauya,vu,o go.Alu I aroA sl4i Ro a �� / . • / RR r Iyl mood�E tiag�ruo ssy d;o]uaumu uI s,taas qmy ayi'Z _ ��'' •out'NVW3xAa Clot lySuSdaZ)•I I'- - _�__ r ;�� (>n� ;.zi•-rn•.� :n Suu+arym-L - I .��"(A�.,,.1 2I --�.`, •iCl' g�arc: ,. , i� J OS'CH Y313'3i ( �s i 0.JQR/ '�' � �,' �+ � 1 is•ncc%a alas ,�. G J p ti - ray a.o.aJ w•ara t 3N anuany glLL lH SL's4l sIuaw}sanul ----- L.' f;a„ u016ullJ`d aM 3N anuan`d ulLL �, sluaw}iedy 1.�.•l\41M./W.►T,W /�� .' ,* !I/R; r �]�" �- •rq I; pt// Derr:-ma s� -ln'/..'r1�"5..`:• - l _— -/ / ': � _ `.��• .� y v •� R en�.iu i•cn-3: Rik l d �{ •1Z (N.W[VYR'1-3i £I021-/OY-09£-i 010Z-/Oh-09f F1 can IN-W7.^M • a{� .tom / 7Mti Lai ZOS ayns'—Y VcWw10 Ll11 50C!-H-Old , ' snmrS mmda73A3a aNY7 9,ONL13A8nS 2)Nll[73Noea •QN �/ l ' dnoiD luaujdolgAGG puns r1Y41�wa3,(pMimrl•Z6Z$'66Z'SZk J I91C65Z'SZ67a1 / __ - d 9 I / > Hl2dON I S I t S i 1 7 SHLNOPV Rt 802 OIIVA IVAOUddV SIH7 NO-LONnav 0 Aio Jaaul Ira.fl •- �A8 733H5 na IIDIt7J 3HL �II8Y1T(ZA1tJN7r1Al?iTGI; UONddV ONV Amv SVHmhs NVId S/NL �VAOaddV ONIM M NOIlomJiSN00 NV_ld L60Z/9/� uollonaisuoo ao; ponssl ONI(MIE) Hi2JON 600 Isd _ I �A9 03YO3HJ z3�vNvwl.7df011d A90BAOa44V vaelvlx Lxiroaa WJ 91 a Z3dVM'i SN019s3N 1im AlfW 91'f0'll Lull Ix lyn 9I'9L'99 Tidl@1 WUMO513S Im 91'10'90 a3NOIS3O NOlidl83S30 31VO NOLLVnNLLNOD 110d 4a 133HS 33S �(3811551 I aoyanpoiJai ao asn aaylo,Coe ao;uolssnmad uaAum L /wslaaS olryO•Clooly snsp1u 9�'IC� i'/' y•\'�4��\"'�C P-01'a; auMsmgaM-ILL uj'&VN3-AAC[610Z1q2! d.D I �/ s� 55 g�� / ff l sr-\ l�' ��• v, O L 9vm.p s,gi .r� I r titi.jr'r`J li zs.. D nl. D¢ f• A . .__ VAA 'uOlbu'IJV I? a) EIN anuanV BILL H1210N 1V L 1VDS /La13 3d , `sIuauIsanuI o o o£ UOIBUI I b' aM ! 1• an Gr 00tfJ = Vn DN anuany ulLL 11.E ---r 9v ,! a s uaua ed`d � �- ��• s �GI ' telh —al- qCt ZU m rl-rre 9?` `. -- :Rol J1dwacu.L]&Osd'SdYIV1S:I10IEV2r1SIG03�1` Y' ��p \Y •' \° j floz-"_09f j 010Z-/01-09F-l1 ` -_ / -~� 4lf / `91 a ZOZ al!e5'M—V Pu .Ij mt SVLf-9'Od V - '' •LII _ O (M drvo ZtroSl-3/ \S - ••r' 'G .� -'I - �' / R (S 'dYiJ ZI) .ML4Y35.LN3WdOIIA70 ONV1 9JNM3AYnS 2)NlX9NOKi {6 - 'r•" f •� r� 'tf/ / ' � E`/ /99WI-M 00 dnoiD )uawdo/anap puns �,IIQYd"ifi ,y J�(, � $ �'� � orl � � � • �� (Al :zl).00:/ 31 r B60Z-i0ZB6 VA1 A ia�3 •u4 maiA a��eN IsaA19ILl r`--• / ��_'• y ,C\/Y � �4'r� /-// roIJOJ.Z= f1•'ullwd�.fy-MMIa ZkZS'69Z'SZk f 191E69Z SLk 9a! �— � ]• / f �J//1+ � �/_ � ,�� / `f`/ G 9tpZ ,L�6 / t6\• �- I �O / u rs / lai"Navy/lmvd w L ZIM7 3lJn a3/A'Jd • ; G1 clo a hy 'l 310N unln 33S 6'0£l=35 2,8 AGN I f t• f 1 S 0 1 f � - - ____.-_____- IN 'Pl;7„LlJ LI"Zr i= \ &:Sf1.m.L ---- -- \ olvc.2t)eo';r. r -i-- -------- __' . v N•ao n' L. L60Z/9/� Ltsst ! i �� (1 _ _ _ i rs r. rre c: -- I 1 0- i uoijonajsuo�aol pan ssl �• otl� _ •_ •1,� I _ t O'SSl A313 X/, r 09'191 = 'A311 J3 ` _ S1L41 09*W�i613 �''/�l3 �•_ u Y; ` ` ' 1 i7•`, �` ss:a rY. Em1i ' ii V NV JNICIV�10 H1nOS ry VIO rst�: i� �• � - .j, �i - is�'�r.et rs trt.,;. � - u3 rvwvtNlJ3(otld 1 tr . »'r t / Zsoli b I i _..!-7 irt� �'1 /v ;AG(I3noxdav / fibs t t a t v!•23 fi �'t twt • N o� „ I p; a-" �� I :x3mNILK103fONd Ap f ! .f - _t i uoavr - wi •t 1 rl t», cl a g� C rM : r 1 g3 / � r• s 8, I .—. _{ .-, t � ate • 'tj_' r Z '� a. .gt sv»i l t I Z3drt3z'1 non nrw tvun t t I - tt t �' •C)!g 1 t / - --t I f rya t; _Po rs i I - Z3dLff1 sINDISI tl Mis AIfw 9L'LO ll 7 ! Oe lf- 1 / Otl 1 • 07�• I C•, o.V. ,7.iJ C•.Y• - 1 SIMM9AM lE W) VI V1. . aaati WUREM La va rl•toroo 'CK1 a3N�ls3a nolialaos3a 31va - ] I t ' I ` �`• l _ fi QHf1SSl SL'l S IL DO7A 13 �3 OS'Sti l9 OQ19 l3 33 09'9b L,,,OQ1A 13 33 / »' 'I' Z W i.t-rdb HIl-ot, -rue atrss anpotdai oam aay�o Aue got oorsstuuad uauum J �I r ! 1tt..ag�� slaau mei -Al..In sryt ao am tod•E 'Er `'D 9yF' QO -•1"� iu7 I o maumn slant a _ / p, nta5�vuoiss Jo+dJ s'oI !Aattl 9.L Z - — / OtMt •, ! Z +1 4ef 'aol'rdb'Y3JLLQ blot 1gA�AdoO.1 ._ . RD ON s sm, psl� /`� nt sli- e - ca 'J NN r ! Gr7xw zl1 srin�. gr drq r?er:Ct..s• dM`Uoj5upjy 96iGt �f ��,, �N anuany y3LL �>a � ,' �,�; I os'�ti1 = 'A31�'3j i ogre lb + ' :'- �• ! + 3 lot/_1 a' \IN "mo_al)z wl-3, + •� sIuawIsanul u016u11a`d aM 3N anuany q}LL NOLLYnNLLNOJ 2103£a 133HS 335 sjuawjledy SHLNOW BI a03 Onvn 7Vno8ddV SIHL HIJON Jed U01bulliv 1- 0-1 3tvo ,0£ _ „L 3TvOS mmoNnav A.LrJ 'loan, v3 d i3ileILI13COl1Ja :te b£ 0F. --- 1UIS37Ld Al S t< 3W Ed Q310HddV ONV Qall7il_iY SVH 133{b'A'V7d SIH! g♦vkar.. IVAOJddV ONIMVaO NO[ion JISNOO 2 aD O Sdti+LS NiOTd°fmL'tf! I f1G1_ 1-09f-Y 0I01 0"917'1l rZZ06 VM—A W-ft ZOZ aLins•noun,y po"I-10 1111 90Z!IT'O'd S37G1N3SPGWdOM3G ONVr'➢7NL(3MX/IS'JNII�NDNt3 'uo/7c NO 1I00NOO 30 SNV3W A8 80 7078178103810 A8 61,20 ONnOYJY30N/1 03OVId 38 TTWS SAn 80 S37M dno9 auacudo/anaQ puns S3 81M NONVJINOWWOO OHIO OAR'9OL£(.S HYff 38L3 S378V0 NOISG1373L ''MM 3NOHd7731 'EM a3MOd ANVSS303N TIV 'I SNp 3. SUON,(L17LLn waa•t«wwn'�v �•Ito.wA.tu»xrwnam aayst.otrAy� ram,.19 rcrrc'•w NO1MY803N1 M801S ONV TIVM V38V XYVd 803 Z'M O8HI SZO allHS 33S'8 N01L IUVE WOd'I 08VAI8/IOO 3H/ON1O3108d 5WGO HI 39W ONI8WO V38V 39V8015 MJ;G 306108d 01 MV iY 08VMWO M 03&OdS SNN80 08VA L 'S"60 133H5 NO SNV7d QIS 100SM dad 0 JnWSNO9 38 7TM1S SdMVY d*161mw 9 NMOHS SV hVU1 L7LINI 803 SV38V M07 01 1M1N301538 WOd3 AVMV SV38V 3dr)soNVI/XBVd 30V89 Ol 8010ML1NO0 'S 'NOIIM OINI_8l100 UdOdS ONV SV38V AM 804 SNV7d 1V8lUMHOW OW 3dVJSONVI 33S '4 SWd 7VYlUO311HOYV 33S NOI10178ISNOO 30N33 803 '£ 'Z*O OJ 6ZO SL33HS Sad 03T7 %l 3O 77WS S3W71N 77V 'e 'NOILVAM 08VAL8000 NO 17WdSV HSWU 38Y NMOHS UOdS 77V 'I O -MON 133HS JNIC"D sI — ► c1 9 11 s ► I � ,Dz =.1 TYDS 7 imun b KgHl Z SONI011n8 S• / SHLNow el a0_4 anvA IVAoaddv SI IL I ,}so-I _ NOLJNnhw jo c, A-lo9 11 Zi38iYf]lZ'aZilAldyQ 1e MR Dlon=S'as.9 E • NIN 01n=S%5.9 �d d od j B0 l33HS 3aa 3La N3d w RD t t as as - -- a70d1liV aNV Q311 k SYH Li31b'NYY Slla •� I /- 6 310N \ r Md�d NI`d�ldd002J 1Vn08ddV ONVAVNO Nol1onUSNOO S ., t1'` , (INV ST1`dM N'dVd LLOZ/9/L uol}onjisuoo aol panssl O'S5l = 'A313 33 f 05 L9[ - 'A313 33 'Al 3 Jj £D418 ..r OS'BV l 'A31] AJ Z 0419 / ,E Wo is n _ uw 79 7 Ae aawarw HIN O N �ovxvlsirdroaa 1 �: � 3: � ,0Z = „L 31VDS A8 a3AotiddV .� 7 1 • t py 91 Be I ♦I a ard13wal IM01d OZ OZ ~TNh of�D=s s _ ♦, c�ea xn Dion=s at a ae— z#I. O'•- • - - . Ou 0. - 1--" �— • �- f t IAdW I La ea I �/oao5 I I zi�Cws I ►f Ba, r;�a s fl WWI 1 91osaa tx►s aw 9tWit ,DL =•l 3NOS (_ 9Ia45S9135IM 9l'9SW NOLL I )I d 37 Ildif3Z1 T/11997l61351WO 91'1090 NBNOIS30 140I1d[NOS30 31V0 I I ! e! oas� I 3 I sr9 eo ooas! 6 o o4s �� cB ooas ti a9n5st f-- 1A I s w if Ls 1 •uoyanpoitiv to a6n�agto hue i;uo�ss!miad uauux - I l •o ♦ ; l - l. - l �� I fi'�I �. s,Iaanga V.Tmg0-ANonafwdslyt uo am jog•g • • „ - - wagleuolssa;oia;o tuaumusul s,taa4ga1Vag1_Z B BB y� '_ .+- ♦V. _ I •, oa dy as ti oa - ! • as ' e d BZ!ows 'aul'LSb'NI3NAa aio sty'-PaOtuT t '.y�_ t gB ---s'es�'� •• �' 'Ip:9 Qm N11'ig1 IlMO Tad�ICKU"wm .1••♦ e Am T*G1SWAQ 1[Oa ermNm S 310N do N 7,of N3lrxl(M :I 13VIQ1 Oi 0 s LYA dooa ''s•' i1F--•�r— t vM`u0j6uljJy v A313 �� 09•8t L �,'A313 33 ' 9�a18 S�418 t'; 3N anuany u�LL 1 & L�Q1A 31oN ! ld •0•-J•l 'sJuaua}sanUl 9t _ � � ! �• IL//B0 SEA ww Stu Pow tt �/ QL TMIS \ t U016UilaV aM NO 3MZDlW1®A�II W0SSa RTMlSSNWa J00H 1 \ • I I 41� :S31ON 1VW3N30 m & aaro-s ns e, as 9• t 6� n aDnl:s ts NN .9 L� r� 3N anuany DILL satoN NM 010'D •9=S as sluaw:pedy t ,t �JBd U015u11Jd 'NomondlSNOo 1 rr� oa I 11VM aNV SONISSONO LLnLLn 3LVNlaN000 01 a01OVNLNO0 '4l • ' �.+,•®y++wc !"!i• 'SV3aV MOLLY3833N ONV Matld 80J SNV-1d 1VafLL031111MV • a (� t Vl •t �'O FL�BJ ONV 3dV0SONV'1 HLNS 31VNIOa000 Ol a010VaLN03 'fl • 5� � I \�O � r t / 'S[3MAa0 NO S038 HON3aL 13AVa0'SNIV80 H3N3M /� (� I I „j •c VSJ Ol ONIOIIne WOaJ AVMV 3OVNItlNO 3ALLISOd 30WOad Zl , I � ^�-7 I� e�«J ~ � 07 !'1,4 — •A313 ].7 'A1NO SLnOdSWAOa ONIO11f18 NOJ mnLLn 38 01 SI V3Ntl 100d A\_O N L Y �•t// �'• NIHLIM NVId NO NMOHS Wa01S_nV 'NOLL03NNOO 83M3S WHO A 1 t N(/f' f� 19 °•'•' 100d Omin83MGM HLIM 31VN1ON000LLTIVHS a01OVaLNOONOO r��nn � ( EL SON •0(OL JQ-U S , 'da k3L5LS WM.HONiH OL KM SNOLLV001 LnOdSNMOG Aila3A 1WHS NO1.OVN1NOO 'Ol Q31099I0.1 al Nf/lq TWM. C 'tS SI 1fV130 NO 1 111 1 p•' -'' // I 1 NMOHS 038 NVNOL WVd38 3H1 aid 38'd330 z_io van03a 1 llLi ONV NOLLtlatld3ad 30VaOef1S 'd330,Z JO WOWINIWBe tl 38 1WHS NOON NWa ro3atl WO1L08 JD 1333 3aVf105 ! •` Oal� x+ I _ Mlq Ir 0� tt t ` M i -• C EZ o84 JO WNWINIW V 30IA08d'NWSC H3N3NJ 01 Z Winne •t v� 1S3MH1.nOS V40MA SL110dSNM00 103NNO3 01 NOMV811,100'6 ,j �l�' Ilec o •t 9 ` '•Y/ -- - '4ei 88 01 SNWSO TNM AMU 30VNNNa 3ALISOd 301AONd '8 - l t I OH 9•t6/� 9 e0�Lii_7 'NIVNO HON U 03SOdOSd 3H1 01 031ON3NOO 38 TNHS • _ 8W8 6�9 `�,� o`" FF/0% •ON, 6 Minns JO MIS MM ONV HLLIOS NO SLnOdSNMOO L } ••s1vvs1�� l J 'MO_u 3AWSOd 30IA08d'NISVB A313 f/Ol-10i-09f UZ OfOZ-ID A * HOM WV3aLSNWO V 01 031O3NNOO 38 01 NIVaO TIVM '9 ♦ / C ^�� L 3LON fLZ96 VM'—A 'Od O J ZDZ alms'awary OwP p Ifl! 517L1 xa9'0'd 'MOI.!3Nll50d Z Ol a0OVa00 •BZi 88 Ql mO3NN0O 3B Ol NNaa 1VM 'g n ' I 537AYJS1N3WdOZA0 aN 9JNUA8/S�N3NO3 1f A s '!3 ¢ 41 L° bdnOJD )uacud0/asap pus 110 335 TL3 JO 301 lV Ntl0 HON3a Jl S 1tl15N1 tl Ofo- s�, /•:'��•• - l A ' •' I ` / uev��nsNoa -L'43/O 1W130 NO NMOHS f1313 HON3a1 13AtlaO 3HL aid 38 TIVHS SAWC381nOM TIH ONV NO tLVWd3ad 3MO8f1S 'd330 I '•••Z t O ,z JO WnININIW V 38 TfVHS NOON NNaO 'V3aV W011Oa JO � // •' 133A 36MOS OSL JO MUNIW V 301A08d 01 a010VNiNO3 •£ ! •08,I WN otyuty 5,� 96oz-Ifly96 VM'nvan3 aw=+(1 maN am•eW M 9i17 'MO1J 3NLISod 30lnoad I •- � • q TIVM z "1� 7 00L� Ol NOlOVa11100 'SZi 8O Ol 03103NN00 38 Ol NIVaO 7 tauvowa3•Zp•mmm y6Z6'65Z'SZ6 1 [9fE6SL'SZ67� as - LI.Da18 'NNaO HON3NJ Ol ppp mflA tI{q8, S1f10dSNM0a WOaJ 30VNNa0 3AWSOd 3af15N3 Ol NOlOValLJ00 ' o a • • -•V • Sl/BB 'ONIOIIl18 JO LSV3 IV NIVHO H0N3NJ Ol 30NVH0SI0 • LW �. • •S1fI B0 11 TIVHS OL ONlaime JO 30IS LSV3 NO SN"O JOON 1 go ♦ - S9/90 :S310N 133H5HINON Zz/ /pr j �*• � ,, z LEA B0 911 BJ „L Z. = g ao �''.•// AZ =I 3lb�S �\ • + 1 , >by sad- M da3aM — _ / / b+ star `V ✓ eliw a OZ 0 OZ f Z I uol o ;suo:D aol panssl oz =.t 34a9 � �`. raiarrnav do ra �wb•3 OI1MN2l dNl JI V b3JN37 SNOn ei an anon ivnoaddv sim Wo ISd 7 ` ra cu mf +s'P I -AS 213IIfY lt1']Wh� !MW JU W Ib 31 Bd ,t -1 �a • etj 00as o P . b4 1tlA021dd'd ONIMVad NOLLOnLIlSN00 DZ =.1 arcx 3 NV-1d NIVb(1d0M:J NOI1VWNO:IN1 )I'dVd 1131NK) ] I v aNV S nVM Ni Nd r uasx�usa �xt a r8 c nip 611� Hcg S 9419 . r u{ea ea .r m • £!6 Be s£f r— :AH O:d)L'l3HO • 1� \ ' po. Rl I a3ovNvw I�3roaa R0 twa/�wm and _ Ct® .as :AH 03AOaddtl 'I o ��)\� / oil Be .41 :a3H1Nf1f11J3LOad \6(/81 t Mt & I 3 . /QB. -4, 31ON �J �a l OBg 8� \\ .\ I r U CD n 1 �� //('�� • . \ 6£d B0 tea" I I a Ed aaI 3 i 9 t • , ,+S �� v� • Fc 13d err S UUW 135 VA uW so .. a+f -') ; \ /` l I� ,3drm� xunels 13s VA arrow / // /r 83N`JIS3O NOLLAHOS30 aLva p00 r •• •'-• / OL 9419 oopmpotdwjoomiagto4ueajuo,ss!=odwuux �/ [t ro r N ;• ! sd�anyary mct90'lloo uafmd s�yt uo am Body r'„C • � {BH NaS......J.d3o luatu M", !q-v ag1.Z -j'RVW3JIAO bIOZ tow(do0.l +0�5 �, •�� t // p. ./ •/, \ // /) ::sous.p 6,g1 / e A? . @, v Lf El •A OHO 1� W 04 g / VM`uojbulljy . . � kipowt 3N anuanV 4lLLiv 31toN t .o.-J., s}UauaIsanUl U016uiliv aM �3N anueAV gILL oN ae8e3 b� o /� D E s}u@wjjedy {Jed U015UIIJd -mot. - -- -- ,.. . H121ON . so V b :�D I OZ =•I 3TIJ5 I D �. y OZ p OZ NOI1 OdNI V 3� , J rroz-rob-dsr� aoz-"-asr at ZOZ aL�nS Vnw.+V Pnn�D I rrr SOC!+09'0'd 'N0113n1 USN03 TIVM ONV SONISSON3 unLn 3LVNIOH003 01 H013VaLNO0 T HINON o' 1 •' � � / /� mLAM3SlN3WdOIiA9a aNY/9�Nld3,18!!S�JNlXi3NlN� 'SV3HV NOLLtl3HO3H ONtl NHtld HOd SNtlld IVHfLL0311H3Htl / OZ = L 31MJ$ 'n 4 •y, .�� / Q / dnoj� �uawdo/asap puns ONV 3dtl350Ntl1 HLN 31VNION003 Ol a013tlillNO3'C r u a (G O /Z 'ST3MAH0 80 S03H HON3HL I3AVHO'SNIVHO oZ OZ 1q y HON38d 01 ONIO Inn V40W AVMV 30VNIVH0 3ALLISOd 30IAOHd'9 'AI NO SLnOdSNM00 ONIOlIn3 HOd 03ZITILn 3H Ol SI V3w iood NIHLIM NtlTd NO NMOHS W8O1S-nV 'NOLL33NNOO HGUS NIVHO J / 100d 03HIn038 30 NOLLVA313 ONV NOLLVOOI 3HL 8013VHLNOO Q / B6oZ-tOZB6 VM't:aiang anHO nw�auuetN twht B[Gt OIInH NOIS30 HLIM 31VNIOH003 TIVHS H013VHLNO3 S ,Auax.rvm,��.� Z9Z5'65Z'SZb J l9[E'65Z'SZ6•la1 HUM SNOLLVOOI 1nOdSNM00 MIH3A 11VHSdHOlOyadi.o0HDLi '1N3ltlNf103 HO b'bO/0 1Itl130 Had NOHOIIHISNOO TIVM'f 111 'Mold 3NOSOd 301AONd 01 QP HO.LOVWN03 'btj HH 01 O3L33NN03 38 01 NNHO IIVM 'Z'l'£O/tl Te'130 NO NMOHS 038 HON3HL T3AtlllO 3HL Had 3H llYHS SLN3W3HInOM 71U ONV NOLLVHtld3Hd 30VHOens 'd330 6'� Sm/ / . Z d0 Wf1WINIW V 3H nVHS N008 NIVHO V3Hd WOLLOH d0 H0,yMO SV SHHSLS NOLLVtl1lIiNl 0150dO11d 3H1 Ol lO3N'W THIS HISON 133d 38tlf1OS SZO t j0 Wf1WINIW tl 301AOHd Ol H010tlH1N0.3 t 0 A3HI '3d015%0't NnNNIN HIM(IS,9 30 TM SNNHO-M I :S310N 133HS :S310N IVN3N3D 'XVR,rt 3e a I ,OZ = „L 31VDS OZ 0I OZ y f 1 f SHl NOW Bt 803 olnVA 7VAONddV s)kp � r;ti�� y,. `d L NQL Y 30 AlYJ 'laeulbu3 Ar AB _ U3w 3 'C fl 1Od �- U`r.OAUA wa a3f0'J/IdYI"- SYN 133H5 SdL lVAONddV ONVAVaO NOnnaLSN00 LLOZ/9/L uoljonaisuo:D aoi panssl SNOIIO3S LOO Isv SSM:10 7vM H`II33.!+J _ _ 'Ipb5HIW0�3d 773M NOdn NOl[YA373 Nl EN07 01 0303dG Sl X3N6W 1S341HInOS NIHLJM 37BV1 MMVM +AH Q'dJL73}IO :u3nvxvN u3Jotw 37HV)IVAV SVM 378V12(3LVM d0 NOILVA373 33vddnS 3a M MMOHS NOILVA373 379V1 113LVIA Z AB a3AONddV SNOHVON31Y7r023t1 83H/2L9V4IlNVYI :Y3HHflt:lJ3fONd 30I0FA7 j0 XO011/N0078 2/3d S71VM 10/IluSNOO 77VH5 H010VNLN00 ;f7NO NOLIVWNOdNI 7VN3N39 NO3 3YV SNO1103E SSONO MIA 'J :S31ON Nbld 9t It .os=,J a7YOs i sos[nzaL;,s,uJn vlYoll 11V13(1 NMd 11VM —Bawl Sa06lL WJ 91 UNW1 IWILIM as VC) K IM n3NOIS30 wxllr3O83o 31Va - .r- oopmpmdm to am LaTo Am LoJ oolssmuad unu m •�F� staal!ya V.!mgo,Sryotaaf dalglm amtod't 'aje 'f15'lSl='A�i3!! 1 SZ'Lfl='A7n ii p ((� ,5=.1 TJLLk3A ,S=,l •"I✓.70N31 ,S-•1'1t'Jlf1LN .e=,f NJOXi•1 !•'7Y00e31 '..L_s iz;.aroad)o roa+tmnao3 sA'a"tuV am-Z 'Ai[3 ii � �� [xx X OS'ett='AT[3!! Z Oa19 2 ,OZ=.l •'7Y1M7ZIL17N ,OL=-I .'7Y1Atl77 .0.a'.1 T'IhC3� .OZ=.I"7Y1NOZW7N .OZ IYlAV31Y0.S iii�++ 5 �Y'u iN NO SS M -j N':' 11VM air MrsvaxAaatozpPw�J'[ ,S S SSou� N S Nh Yl — nl :s!suutery algl, a �• r- - VM+uoI6uIIJV I gt I ' 1 �, 1 oYt srl -- 091 3N anuanV 41LL -+--' gul iv — .O•1.1 `sIuauaIsanuI _ i 1 Ott 1 a4 1 nI 3arusLmw °SI uoI6uilab' 4M I I 1 Ol �lst=',�13 aarl 'o �'�1M diI I 30YNJNSINlfa39.Ow 1�. �� f0o11 � nl 3N anuany BILL J s}uaUjjedd - �- 30Y79WNB0351NOd 3aa+at/aaKla3sanu3d svl 1 �aed uo�6ui�ay - r f AO?M s=-WJNaLrL3H s ,Y,u" 9 %OZW e=.!'1Y0lLN3.3 .02-.l TYlA-7wx .0Z=.,-anAroDanN ,OZ=.l•1Y1N0�s AZ=-1 orl Th% ,OZ=.!OYl✓N� "I-AM y 7Mf 73Y05 4- r o t tit aca o�ra, B�.;A' ti °'°• fr ssoa�rn N srl at 0YI m 1 nI Dow . I uxtt,van sn I a" oecc ` 4Opt, _ ost I SYI 3 . `� a _ 30Y111 f61NL1 i I 1 MI IiVCYI=. �• Z`~ 30YM7 NSINU 035od0ad O 0 J a t I 3 zsr IISI O51 m ISMU osmoLld 2OVY9 NS/NB MOW / I fSl WAS �. S 1.l 1Avzw.1 S-.1 JWZAO3 S-.l•7tJ¢hZt .s-.1 JAOZ 1131 S'.1 JNOZAWH = I-- NOZ180 £IOZ-101-09f'm! OIOL-101-09f dal .OZ=.l•'IYIM7ZINON .Gl-.!•T'IMwex ,AI-.7'!1'1M127*$ .OZ'./T'/AOZWVS .PZ•.f'7Y/A urea .OZ=.!�Y1A1.37V N VM YM'-'-A MM � ��! � 31YOS 7Af75 TrJS zoz aLns�aaa v voaa ap Irrl sou+roe od . �a9� J J S S M 7NJf M 9 8 N S�Iros rnM V N S O M SflNdC351N3WdOIIA70(LVYI 3.0NfA3AdVIS°JN1dH3NLOAD ° a� y / rt I Ott I I IS[t dnoiD �uacudolanaa puns L I �^ r— 1.t�V3IfiSNDJ O� ° LILJ I 'm s►t en ' ecI 09 SYt I _ 04I Ott., 1 OH Baltz-IOZBB VM'naaa,� anup ma>AaweW tsaM 9tL[ � / 30AU NSINB &l11 1 �i 7 I 30V60 NSINU 03S0d0Nd vuwwutlp+-:-++ L1:5-dc['tn>'+st tatC61:![a 7a+ Q� 30Ye7 NSINI! al I e I SYl nl � mso�nae Lft 30YL0 NS/NB 0351h>atld ---------------- HINON �I Er l 1OS = „L 31VDS QS 0 OS 00.9 OO W 00•E 00-Z 00•L 00.0 ' uoilowlsuo0 jol pan s sruNow a! ao3 onvn -Ivnoaddv 6x"-1 ,OZ ! "7YOatl3�1 =.! �YlAOZlaOH 00+5 Ol 00+0 3ivo �� V 3-11JM:ld (INV OZL unioNnav Aol ua Au .�e ozL �' NV-ld CIVO'd dOO-1 WIC na3Hl XVUgad a31ONddV OAM O31( im AM SVH IIMSim 1 SZL SZL IVAMJddV ONVAV80 NOLLOnasNOO [fl 03JIO3HO ZI3OtlAIMN 1O3rOTId 00'OYl=M'1110 ,Zl 3 Cl'LYl•B'W 9 3 OPIYI=3N 14 Y 3 :'d3fltiVf1N.LO3ro a 0£L Mtl-3'M ,B 3 BLVrI-•nlB .zl 3 DOZO-O-'s MOCw-m BLz[l-3 z9 Zl 3 'OS.ZL it Sl •00'0'91'99+1 VLS MVI-M \1 3LY80'W 71 3,LQ-if SJ I 3a.9911 TM+O VLS - - fll mm'l/® �. S£L DOW 1 Lr>a anwv •Lr- GEL 7f 19'CYI-M'a10 9 31 _ z awl 91019139 1 HS AaWI MOLL Sl1Yl-M'alll 9 31 Wit,•NW .931 1 .'Npfl11M 135 t f0 St111-S Vt A 3 3N1a31N30 I9'C/l-3'M 9 3BOW .yg'ltS Fl D I GL•I{r ' l3dHOZ1 7 WA3d IN VD 91'1010 S11Y1-N VI .23 SYOa I 3IILOad 3OYla/b 9SLYl=S w 9 3 S11Y1-3 N .13 60 YMaVIDW ON[SIX3 9YBH=a :IEN`AS3O ObL NOIld1?1OS30 31tl0 �.{.19B ,M.0 19-Z6#Z WS pd0 19z'PYY 37uoad 3LVa0 W'I M4-S♦ yet e9 _ -- �p/p'B.S ,zl n u '� BYSI•3 79 ,Zl 31 =II9fISS!% 3tgn Its 13su-W B7 �Yeans aN ro6V ONdM = I W7Bl-11m pa sn�aylo.C��ol umssluuad uauum -- - - _ _ --- nt 1Y 3B7{'BiYli0 V15 1 91t9�'BJ V6 s,l ary u!�90'Flco 17aloid slg7¢o am�03•£ --- TtBB-s at lBa;F n 9B i!H A 7978► SbL 0 N.,S 1�o,ssa3o,d3o loawuisol s,J.3nq�nr aoy•Z Sbl _ '."1'N,VyLgXdO rlOZ 1qO!udOO'I ---- --------- tZr�'0'6 3mA� YKi :sl8wm --- p.Yl 9SZYI-M Ja0 9 3 30VJYX aMWW SAWSIX/31aY1 sue. - -_- aILYM ONILSLV3 AV 03SYe BL9tl•M'1f10 .Zl 3 q q 3l 7L Wul-3!'M 9 3 /mom HSM9i 3 VAVOSMV 3w fl sl zu stmas CIA it 9s [� t;: 3 Nv s3an7s wvw sNovrn 33s s9rYl-IBa OSL I BZ 6Cl-3'W .Zl 31 OSLswz ---a roa 3r!oad a3rodwld J l I 001 LCLOK Y1S —3LMp'O S Zt W 309PJ 1lS 1 3du-4 BD yM 'uoI6uiIJy L I=.',BB 93 y' [S9Y{=M 3fq 9 3 l=3 N9 3 ITO/O 1Y13a 3N anuany LIlLL 99WI-Nis 9 3 I-IW I 7PHVX7 MMU aEOd7adLS9Y1-3% 93 'B'09""YLS ld SSL IMI-s w 93 als s 3uL SSL 001 oY;"S `sJuawIsanul m °�'�� _ rn UOIBUIIJV aM Ln 3N anuany ujLL m �; �---! �—► I - r v,= �� , �� ' 1' sluawliedy �laad u016ullay OS'lS l = '/�3�3 �� SZ'L�L.. 'A313 J a, rl \ r\"\ '8x��i:' o1YSJ �sNu� oxa•1 0 w as Lsla� a' 6) y. •zzzc Z � -- '- -! gp Il] B8/ / + 1 h. .Ad nd-9)c97-sr=y Rio 0 ! fr9j e�. 9].°'� ./+8�. , f]ors l - • fCZB6 W'n rv,•rr -, Irate ASYa 0 L-ffi Lp_fiz,..� ,017 W S] 6o ._ ...S'! 8L9 8J £],�. 1 ; - - — 1 -6b{ 1 rlaz ror�9rd oloz Pm-0sr of ox ` ?: A aK7 - •� ' pp Y SDM VS'ffGWd0A30 OA. fONU3AM ?NIWNOM ' - ,, ,+ Y - s y ; J �,•`d-,_ Qry ;! 1 a I L I dnoi 73�uacudo asap unoS / P _ I .r. '+! r as + oa I 17tl a+e I l 8602-lazes YM'va.ai3 nua mam a.p.w-I'l 91 Ll ' - • - 6 I _� a S i / I r—4 `V ' ' �hC4 ill • ' ' re►5r'i-..wren u uuway,fymnim ZCZS'6Sz5ZY J 191Efi9u SZ6 NI f • 1 Ont / T] J] /17�� O� 9 V l/— !U I� 7� --I # .I� I T i A �'S+'H.QHL'DZ:-QYI IKON `718 j _ t 9 0a18; ,oz - „L aiVDs Cl. t oz o oz 9 f Z 1 b £ 1 "/� 00•.QpO1�L 00-6 00-9 00-L 0N0-9 00•S OZL 6• \V ti/ Its s I�it V V Oe 'a N SZL SZL LOO My 71381^I[1!�9_yYd(1(itti SHLNOn BI 80-4 OnVA IYAOMdCW L1-rjo ICAA3LVo 0£L Oct. No19Nn8v-4o 'oolg6u3 J 00+0 6 Ol 00+0 As Oz. S 1 =.! '7V1NOZIYOH - N 311d0'dd (INV Nrd1d Tins-mu Alrq 63d �s a`d02j d001 LnaOdddV GNV mNAM Las slut ! S£L S£L WA08d,1V ONMVbO Nbuon&SN00 7 1 I ssW'I aM ,B 3 :ter r r t'+JhiMV2iSk 517AI-5N ,e3 B171YI=N 41 ,B 3 SIVYI•3 W ,B 3 04L Ae a33U3H7 04L 110VLl•YL\103tOYa LY 31L+Oad MYdO ni ISZSI-N1110 9 3 pD'O'iR9M Y1A _-- AM MONn060 ON65L13 ISZBI-S 71 9 3 3LYtlO a1S 13aLL BO- ---- OL'KI-7 :A9a3notidav -- ----_ 16,csr rvaw ru xat3lw:u31o71a - 317rC1 IMS*61 0 SbL _ _ •-- ILZSI- 'YO 3 - Ia,,,•.J..— Jd,aau ii icre was 3�v�ans aNiroa�,�tsav w 3l 7usro1l .--�----.. - ban- ---- otno'o-s'as st3d.e m st - sz V --------- - - IWM 1 7D.1 I o•_tee n 1 �_ ncmu-s �a e n ax d eo al aa!e� — OSL7 3 7 b3 q 3l S BB!W al Ol! �.� atle 9 Jl ill Tid[i 1 im ALW it ll YlgL- .t 1 Yam __ _ -'— 'Deal qx&L m 13A Im 9l Z6U L'Sril=35 Ya 9 3 - - -' _ _ ' I 0 L 6ri1-M 1B .B3 99Z:a'Im .931 - F_.- - r Z3daf1 wum 135 7Nn 91'1090 ZLL+I-a t6'SYl-MS•NI .B 3 YO6Y'- A � � � ! � � ��`J 'd3NEJIS3o NOI1dIa0S3o 31Vo AOO WZL 99'SYI-3'M 9 3 1T 3LY!!I'Ills'Sl! tW09•N 'm .B 3 BBTrI=S'N 9 3 OCOSI•b'M B 3 SSL :Q3f1SSI,, DWI-M BL pSI•3 k .B 3 SSE. ,00-0 lum+s Yls 0[OSI•s k 9 7 Lzzsl-N'Lq .93 I �- ooyanpo�dal�o asn�aylo,(ue lyi uoiscnuud oauµ++ 3LY6O�13dLL"co 80 Imt-Nltt OI791.3'N 13 GSOODS QY'ISi-A.1r0 .9 3 1 s,wauyary mefgp•.SlmIaafmd srgl uo amand•� 1'9iiU'!tJ/7 lv1.3c7 Mvm4L Y15 uml-Sm .B3 �.9n at WKI-M •aaw+S Icumss�Joid Jo Iuaumnsu)s,I7aIIq/-,LL•z 63d SWUVX7 A"O3G(kD6d 31Mq ULS 1 3dLL-SI! G M+I-RI OG'O roC5lK YLS l MGM ms U40❑LS'6!an -aul*Kvwm Ao bLOZ IyauAdop•l 3[%W ME'zIj 09L 3OYd6/15 ON/1060 ON651Xil37OY1 rill•N'Lb 9 3 � 8 q 631YM ONILSll3 AU 035Y6 WNI-3S•N 9 3 SI ONnOLf9 HSINU 3 VAWOWVV 36Y wat-S L 9 3 37OOdd NI S3d075 hY7d ONIOYM-W Im-L-l01 VM`U0�6 UIIJ�/ 3Nn6MtM OYO637blObd O36Y1d7Nd is yppNu 7 dA wll! S9L l� EIN anuany 4jLL S91. I iv •O•,•, Is}uaw}sanUj m I - / �/ I m m H121ON UO}builiv QM LA C� ,OZ = „L 31VDS 2 3N enuanb' 4}LL m vl Oz o oz . Sl O /� - - _ !S� St 61 GDOS 841 89��I W 1t011t OIdLLN10J10rT{OZId` 0 _ OLO, ' �° �:I��s- -� zt��p; � • �� I I :ors j n 0 - m y.,r- I! � � 6• BJ l :GZew � y�- ti C �� ,� fly. \ ;ozs, � { / •� �..'"'�:,, D r 0 80IN It 0005 sl • 8• s 'Ox \\ i r107-rop-091'„j 0I0z-roe-09r 71 I fZZB6 W'u Y W-H 'm i I.. � \ .x.i It K1 ZOZ a!!�5'M +Y p��l�^aq lllI SOLI -9 O'd 5DLLX35-LN3WdOM30 OW 9 9NLL3AMnS t?NIM NON3 illy- Q �05,�\ r dnoiD xawdo/anap puns /J 00WA lss,( 0 1 149 L/�//�)_//�� •'6i1� 1 � FCC 4�' l,• B60Z-I.—YM'��aian3 a.�f�O•xalN auuelN lw,N BIGI 1 f \!l, RD uvvwa�.fpmmm Z6Z5'65Z'S24 I I91E6SL'BZy 7a1 ) yy �• v -- - _ tma r1RD" HI'dON LX No— OZ = .,L 3lVJS oz b OZ f OOWL OO•EL 00-ZL OO-LL 00.OL io -♦� � w � w W J� $� N W u� v A W OISHLNOW 81 aOd onvn ivn0addv SOH1 m m lT O N O►- -,o :3lda - - NOLONrW JO 1.7 va.u)bu-g d» .•'t• :d8 �iBHiat[3�1FJt1j/�V2i4 rA ifs3uu 3NLu 13d4340dddY aNY 3N5'NM i GN3 Ol 00+N Ivnoaddd DNVAVaa NOLLonUSNOO ozL 3-11z102:Jd 4NH H LIOZ/9/6 uogonJisuoo Joi panssl ozL NV-1d C1VM:I dOM Wo Isv S= : :7Y0a80 .0l=,l 7YINOZIMN SZL _ szL :AS Q3:U31q -440VNVN 1:wo 1d 1B.Zl, LT Z6'fCL=MN'NO ,ZL 31 I 0£L Z6TLl=s YB .B 3 O£L ZB CfI-3s 7B .Zl,3 :AG O3AOTIddV t'ABCI-m 3M7aN37 -eaw mN 1331OVi 11l A1.'%fllKI VIE OroH Jr 37Wb'd 37YA1Bts dim 06'GBI m M31 �N0S1Ci ai n l 5£L OYZTI-1S'IM OS�.93 i- dILOPS -- r 'lFy/0 7ro13o 1 yplslyf II36 A111111 91COLl B;KI- a _. tiL$Y!1$y�q -_-- 00d"SMV Hal?osodONdB.f !!0.0'BCf1Ks ) L ---•-------- MOM31YC1-OLS'L6 � --------- 7iiati xmos m w B111I1q OK ¢m-06'UD a Zl il 3 tAN0lS3O NOUd aosila 31V0 OO100•f m A's Bp'lrl-m Is as.ZI 3 ! !— �'�A!O U�' I O -- -'----- ._ IIII 37reoad An y _ r -__ _ _ _ — ;7a Fill iy xrot.1two vis 37rlans avrond sv¢s r3 �- -1� onofgada,mmfayjo auc ooO ugnimmdtwgM BOOS OZI fA I �- TtGD-f OS IOW A Jt W r SAM!4�11I t?aV0'Al..l�afold3w10p]m toj_E I 1-! 54t. aoiNaS leooissa3o,dlo Oea s,taat!galy aul'Z $4L BCBEI-WOW .ZL 3 >aDY 'auI•NV1F331A0 bl OZ Topgdo0'[ O EL-3S U A 3 �- :s.B q..p slyl �08ylYl-T3 M B 3 SOTK-IA lim A 3 OZ'�l-3'00 .B 31 fl sit, 6�lYl-IIPI [l OYI-NII'LYI oil a 31M'NS 13A 6 WLZ+Z1�y� [TMII 31,11 A 3 Od LYI•3X N .B 3 SO'TYI31 I-3i OU A 3 Ws OSL �B�11 0 6cLr •1re ATo,OB5r1-VIS Op OSL H121ON 30ao ffi�n1 3RD'05 31 9-`ul1W 31WW'Os U3U�i il0 6M 3JYJaaE amol'o omoa/370r1 t41 `dM'uoI6uIIJy ,oz = ..L 3l!/JS 91 of)o&Liar&MSYn°imNOr•&3W � 3N anueAV 4jLL oz oz 3M3wg MS3a)3s '3x ,7h':5O.V d 31rVfMM S3 075 ld.1'QEOaoWd I SSL IVrn N '3. 1'^ `s}uauajsanuj iJ ! l --yf- . / ' Y ^ (� 'K m `T u016u11ay aM \U To wl ^ 9 m 3N anuany ujLL sluawliedy Jed u016uiliy o- ; •�� \ �a� o 16 �caxa' es T * _ ° 16 11 -``O� - `lam-`' .Qy . so \ fps , ,�� - - 6� ,off °' ` s,3 a� ISO `� % 0 An � j � � �_? � \, z a JD eau a zoz aynS'anuanY vuola+alJ Irrr sn[r xog'o'e 53714M3S IMMOII-0 ONYT�ONU3ANn5�JNIM33NL7N3 _ dnaD �uacudo/asap punos , Ate. OD-► ,c - T � -:' eo .S. j 7 7- 11�V'ifaSNOa I 1160.'lanu YM'sw�V a.{p rw.l auln{q 1n;N9Ul f � , /V ,, l.r '. •� `�J'_r c� - / r•vv.frryP•m•m zrescsx-8:.�lmresrsnw / / I• ��, - !u.� '4t ;.<. _ +or .crt Qp - - :O ° !I J b n � � � S1'' f,�•_ �c =�"- � � 11 " - I S r t S 4 E Z i I 00•L 00•0 , g IW� y AWy N I�j {ai A CW NV • a v�A b V V VV �� . . 60Z/91L uogonJisuoO Joj panssl - 00+9 - 00+0 'V-LS SWNO#Y 91 HOi OnrA IVAOttdd SIM ,S=.l -YORY34 D�IdO'dd aNV I 1-)+o.i0 :3LyO OZ=,I 7Y1NOZIaOH Nd�d �iS1VMW2�OlS N01 �o IUD "'��4; ,�rss (Ivo?] 2ADMO ozL ae ozL I im na 3H! 3'fILE.'Jt�1MtXG1•' ¢�1ONddY0NV431L7it�l SYN13iHSNYHSIIiI IVAONddV 9NVAVNC NOugnHiSNOO Aea xo3rl� SZL SZL I �i3Ovn�vrc.l�atoaa +� :AG aeAoaaaV I aaailnx.uatoxa 0£L 0£L S6 T-31'Irq ,9 3 S6'LSl-9N IN ,B 3 S6'LSI-35 11 ,9 3 MEL-MS Y9 ,9 3 3USW 3OYdy/LS ONILSIX3 1 l"l l 6SU11-19+ I $£L $£L — 00'9 'aLs'1 Y15 Lia .1—JOWWWO MY IV R3 i SN0G"EMS ALW 9L'M*tl .•_ _ _ ______ _ ___---3ivw--ry3-A--KI�_ _ -_ 3JYdNNS 319Y ONIISIX3 ____________ __________ ____ _______- :I7A0 37YyOLS 7pd O37/1IIO 038/t7Af3Nt AT1yYN13lM ON T1NCIt1 TIll919f1513 w 9L'19'90 -- —s .... - ____ _ ,�p'p.5 as 9A _ 9Z 99999K as'dl[3d F n cv z9ava-s dl[id F n �, — — — — - obL 2d3N'.JIS3❑ NOI1dITJOS30 31tl0 ny9'p5 SOdFlI 9$ --------- ��Fli l61 � ( 1 .� •uouonpmdw so asn jagio Xuu iad uoissryuad=ap LI ! 9L090-S VS 30d,9 A IS I 7�IO A INS �WO'S'9S'3Y3d'B!1 is s,laallywt utmgo-Xluo infwd slgl uo amua3 7YO1d41'lYJ/,7 1/Y130 •E TLSI- YS •K!Gd / _ O � was Icuoissalwd3o luaumnsoi s,loalrgary agl•Z SM-3N'ND 9 3 yid SAO/l YOO7 flag O3SOdONd >Mo- 39P1- YLS'1 70t1- 'ouf'Ntl113J1A0 b10Z 1g5udda-L SIVCI-3i 11 .9 3 59�L-A'N19 9 3 * iSLZ- v saN p sl4l 54L S IN-as 19 F 3 WWI-At 1W9 e 11 »rn - I Sbl LB'lil-3✓'1/10 B 3 j SIN -a 11 F 3 riVYI=3 19 F 3 S9'01l•N 7r0 F 3 'll19 F 3 fI l9'Lfl•NS T9 F 3 I1••! 589f1=5 11 F 3 ri'011•M Y6 ,9 3 (89N•S 71 F 3 K11L-RS 11 F 3 lLW!•N9f A9'9 WTOK Y1S TAZrI-Rl 3WMW ONId7NO ONILSIX3/379Y1 "Vol-S 19 .23 ,. KIM•S M F 3 '� E N ,90'0 lY6K as 3LYa9 US 1 7dAl-tS+ 99'9'[Z1aMS Yd5 &ZfVM OMlSDO AO 03SY6 UTIt-Atl n.lQp•'LP9Srt YLS tCrit-N9f f/M Uo�6U I�Jd 39NF-91S m m 3 tt0 n1s r 3dAL-9N �OW&iSlU VWId X0Sd� 3Lv�nls i-WLW n 3=•aa'/d 31 OIS Ut VIVIK W OSL 3NRd/3tAQO OYOd 37L%d dZOe[A'td /iZrl-N'L10 F 3 ri'ril-N'llq F 3 OSL 3N anuany 4jLL cart•3 19 ,B 3 LD'L11-Iq� Loot tU^,11 3 ,90'9'{r9ao Y16 �,/ 3lYtp 196'Iq to l V f Wro'l9'6Y30 Y15 NOUY 1114MNUD 2103 OUZO r)NHl SZJ 133HS 33S 'O'-I'j LsIuaua}sa m nul uo16uliatd aM • . < ��' 1 '� 3N anuaAy ulLL m l>, t.� sjuewjjedy �� _ Njed u016ulliv %i. ' `\„z 7 , m.w-. �" 4 ,,' 1 LQ 0 ,� 1 O • m o i t'. J z�' � a`�a C /- ,, ! �\ w \w '-.4 % `\ �, ` �� Caj • 1'- ; � � 'ter , � � m O 1. 19 -. rlaz-ror o93'ry aloz-ror-osr ni f -- �® � k�, o .`'1,+: ; •lu• �a. � � `1 ' rLZ96 O—r43iumry ZOt alms'--v punl-1)Illl SOLI-99'O'd `\ gp - � ^ _ _ jI •+� p ' 1 , SVMVYIN3Wd073A30 ONY79 DNL13AME'DNIMNDN3 !�•, �e + � gt3 '� s^' m `�T•�'-?' ` U i � y O j � • `I � ' dnoiD juacudopAOL punoS lPp M ` ,� 0�4 lh7b)r M �o 7vY.39Ytd o, .MGM '/ 96oZ-foZB6l',11'I�aaan] .ud malA-PINtxaM 9ILI ��( _ `� „L. ,. ^ i- ••w -h —`ry 1 •< n y` me-rry.p:-nm'ZbZY65iSZb J [91E6SZ SZb la1 � �^ � _ ., � � � � N �� •- N ,1 b 4 v..\. `rev J/� • 3' ,�ne.�� p __ � 1 -� ty r� � HINON aq ` G • i g � c)Q 61 OZ ' a • .. \ SS� �5•�'�i ,_� . � �..mot-�'Y � ' �-'% ., S ► f f SHiNOW 91 and anvn wnoaddv stru - V I-p -103LV0 NOlONnaY.30 ro ' 16113 14 U9 TDH1NM 9t ItMF>1C3L I oo•[ 00.9 00.5 F- t33Fls Jolt 3fu rb afll rOd 6310!lddV ONV 03N3M AM9 SYH 133NS"SIM w aN�l Ol 00+0 '`diS 3l1d0?Jd 1VAO?JddV ONIMVaa NOLLonUSNOO a g a V '8 NVId d31` AAV0J0_LS I N N aVMJ '63ddn,R 4N3 Ol Zl OZ/9/ uollonJlsuoO Jol panssl v 00+9 b'1S T11J =ld '8 NVId t-00 IS`d 2d l_LvMMJ0_LS ad 213MOl ,s=,t •aYouaJA 'oe 'As CBXDMD Oo•Z 00-L 00.0 OZL OZL �ipOV�'YJ�.J�3fONd Y� Y j; � 1 :.i8 Q3AO11ddY -d3ayuw jzWo7sd s SZL $ZL BIL , 70du 7W.?WAJV O£Lo ,J -7Y7L104IYOH O£L worJ07 Haw MAW 3vjurs ONNOaO ONtLsgW37sv1 DZ=,! IIA6C1 ""' jM SNORi39 ji116:M BI l TV 3 BCNP•S'OS.2!1 l l AW ppM IY 17YJ115 7II( D31W i j OVUM JL71NN A A A M 3dy B1 �s 7 Il DN 335 WWI •WILME nS Va eMIC Vs 3[Bd.B A M I 3Wt-WAW OM 3X*W 03SOdOYd L�'J NOtld1S301 31Vf1 $£L IAtlYlY.A073Nn an vM 3lvmsoaddv- $£L 5T&I=M'JM.B 31 C _ MCI-3'N.9 31 �� -u qn pmdm lu om�aym 6uc loJ umsspcuad uapu.xLiL [66f1-N'im.B 31 s,]aailyan u!o19o'L1uo taafoid siyi oo am lo3"f NTltl-po j' Wl-3 'B 3 30V111 s ON0010*WSV 13M i,.,as�eumssaJo�d JO 143mmi-i s,uailpary agL'Z ll,LzYr'tLSBYI YLS -jar;!1 Ol OCOYI=3 3 bTVM ONUSI.C7 NV 035VS - �- A n 9 'a 1'NVN'3XAC ,;0Z 1N7uddoo•l pmp m'SZ+87 OCOYI .B 3 S/ON1106V POW 3lM0addv 36Y 3Nnu3lAM OVOY 1V 30VldrS OK %q ObL :n 8u!mvp siyl Nbl- 37l,tlad NI 53dOA 'NY1d ONJOvaO 335 YOU MM?mJWO P[16'j-N M .9 3 jsn- 1lt'J\ Y9e•�- , .000'N7BL1l VJS 3Nna3lK3J oYDa 37Gtlad 675'WWfd LO'Sfl-S T 3dOH 3i[Bd.9 3 M9fl-3 7d .931 it i P•P4S 7 3JlL-Ki 00 I 00'sf l-3 VA OS,B 3 IC SSl-M'N A 3 9 31LA7ad CWL X*0'BB411+9 Yl�s Cr t m .B 3 30vjans OAV10Jp NSJ� 3JYja/AS ONNOMJ ONIlSA3 3lYaJ'OLS'BLI ON"7 .aa9 vIS I "OLs-1 3Mt-IN m tB'xl=N'lW .9 31 $bL Sena ---- $bl teal-3sx e3 f99f1-M 11 .B 3 'NO .B 3 dM `UO}6UI IJy �I ZI � dmd telxl-Ps'N .e 3 - x .e 3 3N anuany yILL "e` `° _ _ _ _ sbL 'nMoio-mowvJs ar0at_ iv 7Y7/du v'COID 7ro130 I teztl-N'lm,B 31 xwy- O$L 3M oL5 1 3du-Oki® 1 ., o$L aid swu V007 Y3H OSOdMd teztl=M'R B 3 XM7- `SIUE)WISGnUI tezri•Sk 33 "TH-3 H,B3 UO1BUI�Jd QM oo1'1ssd�wvls l-N''I e3 041 �nj anuany UlLL "P.-C at83 �j`l-R N0IlVnNllN00 2103 OLZO-8ZJ 133HS 33S AO'0'SCSI�O 11ti5 sluawliedy geed UOlbuiljv JeOs moo. RD 41 NOCLN'JL9LIIT$SII:tx [W?I3' v a b 7t1 \ \ 9j°3 lv/gySsd 1 a" 1 __ ' - .• � .i'i ajy - ,t. ~_ � H1210N f I o .a ` •, ►J 11 �,OZ = ..L 31VOS ,ab OZ O m rn 1 1ULIV11SS1Ji' g1 ,ed -�I� T rn 90, flOL/OM9f j OI /OY +lal ' F t glO �'- /J oo j fCZB6 VA 'modA 47/1 1 _ >`. •5i� - `�0 - "J ,(� �' ,a 101 alms'anwny Puolwn II!I SOC!><oB 0'd S301AX3S1N3WdOI3A30 ONVI'P JNV 3AXU 3NJY&VDA(7 J ,r 4 ap�l + ` _ ?� (/ .rr �• O dnoiD �uacudo/anap puns - .� F� esoz-lozssvm uu,n _pp�!n"!"M,-Msl❑ �.' �,p ` `�jf z ,uuv rlp,a,�m z>zsssz•szr I I9lE'65Z'9Z61M '�\ -'�� 't'+-`-" • - •I m• ! _ �! r f4 ••..R ` in . ilJ• �l i�j� H121 ON - .OZ — uL 31v:)s a •• / ---- -• �pZ p OZ I B ► i f f E t '03NIn03N 383HM H1d30 A800 ,9 d0 WnVIINM V 03AONd 01 03SV380NI 30 011HDL3H aNnO 'CO-Z l'Ol-d Ndld 7 .ja,p SHINOW Bt NO3 011YA 1VA0NddV SIHl MS 100SM Ed'aNnO JUdf 1 30V1d NI 1SY0 10nMN00 01 NODYdLNOO -9 ��•y`.5, <- 1-��_ Q •0310N 3SVAEKO SS3lNn-13dAL RV SNISYB H01Y0 TIV 'L bd 'SZ0 aNV 4ZO SL33HS 33S NOILYNNOINI 1nOdSNMOa H03 '9 1't f`. No1JNfINV 30 p �na1y6u3 xllo TIUHM 01 08d H33NION3 1VOINH031039 a 03103dSNl 39 01 RIM :-:.,1L.•;. ^ �As 31MNN3M •AV1O a3wom 80 11LL 3AHVN 30 a310naENOO 39 01 N839 'T 1O3810 SV ITO/O 1N130 Ed OW'NMOHS 5V`MO HOV3 NIHYM S1VUN3H3d310 �13HWflN' JA11 <Z ��3IIlL 391 NOUVA313,L IV ONY TGO 30 ON3 HOV3 1V VOG 310V Y10chl 10nWSN00 -S GiMdd OhN � ,NYld '03HI003H SV N019NnNY 30 All0 3H1 HllM 031YNIO8000 39 TiVHS 1L10M15 17TIIc A110 •HO1Vd 1N3IN3AVd M-N -1VA06ddV ONIMV230 NOLLon2LSNO 1TV130 @NONYIS N019NFINV 30 AIIO Ed 03131dHOO 39 TJVHS HIUM fnd5V 'Allllodd dvina 03AONddV NV 1V dO OSOdSIO 39 TNHS GAOPON iWdSV 3FIUMcId aNV NV_Id Z 6OZ/9/6 uoijonaisuoo Jol panssl 3Nn 1HaNdLS Ni fH NMOHS 9V'NOLM11UNI NOd MW MOla01 s�Mn No nndE 3WAAS 2:I31VMWbOJ_S IVLLN30IS38 N08A MAW SV39V 3dV3SONVI/MNd 30VdD 01 8MOV6BOO 'f Wo I Jd 'L-20 01 VZO S133HS Ed aPWISNl 30 IIVHS S31H111n TM 'Z 'HONM NOLLYOUNl 3H1 01 ONIONMOSIO 01 Odd 3811MIN1S ONI 313HONOO V 01 a31O3NNOO 30 TVHS SInOdSNM00 TN 'L MON aaLvmwNOJS '3DVhMN 1310id 00W 00•£ oo•z 00•L 00.0 'A a3AQaddV _a �" T[3H31f11q 103fOHd i+y �' P N cl. N rr N V b la d�vp m V W N T Y�i N 0 S V tr 1 t s COM 133ts AnM ItIO'11 SZL SZL MOM 4amm us mo 91"9Z6U ow IS'Ofl•3s'Yq 31 3 13d arl WILIP 5Lnw VIM sm-35'N ,931 I ,S 1,l 7V'llb 65TC1•3N HI ,ZL 31 ' ,OZ=,l :71 1NOZlHO ?13NDIS30 N011dl>!O= 31Y0 �.fiL• a 3 OOWL•M 3 d 11 IUD-one"vis an0s soli W 0£L 0£L no-ww 1=1-N'IM.9 31 oow,poidai ao am oaglo Aue i a uo!ssj aduauum I ,taatl [H'fC 3IVVdIS 31 lad 03SOoVYYd Irm-LIB 4o�'d�^�90'RNo to fold slgl uo am ao3'E OSWU-S'6S.ZL it 00'k1-N 3 LYMI-Jfq 31 19'Kl-IM 31 ll AO'O'2tt40 YLS -aowam I9uolssaLoid}o Iuawwlsul s,loalrgary aql.Z I LCMt-1110 3 N 31 OTM-N 31 p'I(y•IE;� tClfl-IIID 31 31Y1Fa'aa 'ooI'NVIN9)LAa b10Z Iy8uSdoyl // YL1iL-NI :Sr Swmwp slyl a S£L foloo+c-as.9 J101 1aa-s'as — — f S£L zzW o-s'as zL n sL _ — — — Mo-s .zI ai sn osa0a+s 70.I n I 9LOP0--s'as,I SI t 04'as,z�n st i — — — — — — •--� — — Gm"4$f,zL n z IMO-S'as.ZL n L 190DD5 .zL 11 L zzroa-�vs x n I la'MI-YID 31 VAA 'uO;5ullJV OK Lam -4 lim .23 j 9I90a+s'as of it I I ObL J1 31 3N anuanV gjLL 9&CS�fI-M .9 31 -as Is g1%3 I 4LSEl-s.8 XIVM306 M'OCi• 'YIO,Z l 7 v ll Xn-'19ZOfh YLS y=�1-M d0 3.7m 1V 31Wad a3SOdONd I VON+s'N,ZL 3 IV 3N.WLLS 10.Ya1W-LZ+W a APf 11"1K YL5 ZOQI•ft ,7k fWd CsBCt-1�1 IS TOII W 11.1rO-•CZ LL+I riS VJdI1S ONIlOd9�.vYStO n.ID'O-bZ12W .^.-J.l LsIuauISGAUI S4L anon0sIo1W uxcrooL�W SbL I _I uOI6ullaV (]MI �N anuanV ujLL OSL �l �o ! << OSL sjuawjjedV NJed uOI6uilay NOUVOULLNam tO3fO2id- 3} CA/• s` �LI m� - - '• 4 �`�i3�vn0.sed \ \ \� .• / \ 00-v Awe- •\. `\� \ emu,.' ` - y K t. i .0. -'p'! 08 BJ72 O} DGIB -"-09f-1 famow-too-m 7! 70Z agn5'an v pvgl to till SOLI+rob'0'd �o �\ SZ)Ndfi51N3Wd013h30 aNY]'P DNU Yns,°JNlYd3NOP6 �' • d; dnoaq xawdo/asap punosv }� R � \ Gc� \ � �+ .'1`mow VN5\ • � _____ _ _ ___ ___- _______ __-- -� I - - flIOL•IOL91:\:\5'�I:J�.3 a.u(7 rnnrl+u:ietti%w,N 91:1 > :v--- 1 V h\ N\ � \ \ �oW '- � _- __ __ -_ -__ � � •-, A wL••r+�v-+.n :e:s-azs;r>•e wtra-•-a r� d off-" � � k` ��' � m '- __— �-pD� - = a-- _ xz e9,=. .� \ • `.`.'_ 1 .sin-ram L/� - _ =i r �_ •.--- �� •— \ / p0v0.. \•, �a,^t^mi g- ZYI-I'71'1l7 MS dlO;;�TC;z 01 cl ss UZ ``0'�� f E Z I f r [ z t ,G SH1Now 91 80J artVA IVAOaddV SIHl O• E °- v° _ ^.� N019N118Y p �oWb++3 Fib _ ��} ('N. „9£J SZ'SF:=31 s'0'Zrt=iYla HIY05 wj r @ittl=WIa ki a71M 'L3?HS 3IIlL 3HL .zifl BCid I Ns S/W'orye 7ro139 ziaJ o3ana:x3 g0'8F[=fi'/L'.HlINS'S`-Sr -.�I3SINflt 7J Q3-0OdfddY OIrV 133N5 NYrd SWL 33S 'VA MM OONW I WW Ol NOa YA3n _TlSV7 adMV 10M 13316 S/W'O r0/9 WLW q \ IVA06cldV ONIMVNO MionaLSN00 rroaJ'rra393@r3Maidnr3aM -„IwYxY SZ'5Sl=WIa '0A ,Z 77r1SN/01 dWOYaOAW j '� 335 AWIYA3I7 ON00a0 HSINIJ \ S 310N Alllan 01 AWIYAM AMIAGAWOM7 I0/H h 310N AJr7LO MOW WAW 3'Js131aL3a01P 3W1 L 60Z/9/� uoilonilsuoo jo; panssl vordAwraun�iv 9n/ Oe&VUM%4 r0d ` �r rnlsW W avlJra9AW "�a"om z-^,=3r r' 'Ord/r Ya17O ,O1X&01\ f- so—v F#KS -1£1=rdr a " NVId �00 Isv * ouiFayss ss ss ss ss ss is T - 'S.S " /k inIl TM/0 , • . _ -�e... (3 dfr„zL)rFZrl=3i ; (M1'WW✓-Ll)rvzrl=3l (M 'drlJ„Z:j 31VOS 01 AN C ,.- / 09191 ='A313 33 5Z'L4l="A313 •,t 1 I �l 0l=sl=Wrd a� e 19MV9 W939 319V3MEdN(IN(10bM834Nf1 o'ssl=7ar� . ` y �i I s f 901i OSBI.1='A3•z3 33 z JQ19 ` 'A8 03:1O3HJ AUO,10ad ON16VUWLW MhU AYMY M07J 01GZ �r37YNViC J.-r3(pUd .i7YN/ra0 31060d 3anSA9 0t dWOYNAT 'mnddV 39 01 ON!0335 ONY ` r 1 •� - 1 SJIaYR 1NICo'Ace i:_V.:'J 13h:: 70SdOL 30rd0 NS/NU HIM 73i3138 01 7Y/a3t Yrr/17L3s aN10l96W 'r * I t ® h ;A8a9AO1tddY *aMNYJH37Y0MY0310303hY AS 'I M (� t,, i $ (S'OAd.9) IS'1£1=31 M3m5fwJ.Datoud auo3a0 Sr 0iOYd=aw 03i0addV 7YAM Yrr 3SGMIQdV IOU / (N JAd-9)Z9'art =3f a0 AYXI/n0 cmdo/1/x auonaLS w 39 Tiyw fem 0Nn0Aomm 'z Ay •.. r - _ - 1 LC5£1=1Y1a 83 /la36 _x _. mil, f. T- #. 71RIa1 is' iea ,# iSi it7 Q3'OdLHd JO ON315r3 3W 1Y S73 M0139,Z 01'Isis 3w JO ON3 - - '-.�. �. F :�.,?_.= p5 � � (S'dMJ�Z!)Ob:£! 3 153N 31t lY SJ3 M0736,0 30 SHld30 51031i3a A0ILYMM17N/7YOIaO1S/H M _ _ 'HLd30 20 YMON10AV!0/H A96M 01 6MN0 O 7VOINA0210M 'I �( _ N � _ ^M. --.,Mp�.��7 w` N —M _ _ E-- t. 14 88'Ote=WIa so '1 SM/ld NOUXRUSNM_M NVOC& 7310N 33S mdar 1 94014A3N Li36 Anill 9110'll 30A1,Z- •-319Y1 L3l YM 1 I j i� _ r b1 i 1 is vo 917C60 •I 30Y1p ONaSLY3 ,, { 7k9lirl lr/10180s im lap 91.10'90 a` •Ca l 2i3NOIS3❑ NOI1dILIOS30 alva a , ; (,. • `f ` `` � ��' C7 9r:=n.v u000npmda joamlay,o,wetgluorssl v duounn „ter ms /Nu L1 L 06Bylg;p ii 5 rKmrt I I l 1 / P I e 1 I SL'lSl='A3'131! OS9rl= 3! t 3 1 II s,m;.pN u!490-At-wafold snp uoamtod'C , + 1 AI W—S leuo!sulotdlo Iuaumnsul s,toalryoty aq r,'Z i1 nut`trvwaxAatl0Zl7A}udo0'1 �' 9 l ® ) rg� n 8urnery nqi rI/�;, o � � ��t'N 9 r_ l=vih' a 31VOS 01 ION i so '� f` + t 6 (As 'NOa'.z!;er•zf:=1 INBUNNO aW aVd NOl1VZ11 Ni dM`uol6uilJy � •`�', �� •� r / a� j (3 'dW'J z:JJ�rr:=�, ' IA8MAM03 do 3dld 313aMG7 MOai(8/0na[SA00 38 O[SMYb'0 OaVA 7 I m& ��,S' aV OIY T I 3N anua�n/y 4�LL 1 V M wN4 son sac�oa1 Ip6YMf5 'fJOdi.. aiNsw 99 tsr 0 ImYbls(Z)6Yo 6 ions* i , u sS3(ITC MI.91 s1M)MOV6S�11t7�' r� f l{� -- z:)cc"!_:=j WAMP713Aa YN 1 / l ) "Al 'dYiO -":J 9 .. .- c I I W NJH3a!�77 I101f08 r (N "oiYO.Z i Z9': •,•, S}UaU.I}SanU l 3LYAYJX3 01 a010YaLN00 -��, _ ••'+ *,� 4 f L�• t. I L / 7TTI wM;al C:% L / uo16uilab' a1 IM -,t ;ti1-1 I i i I—i �L'9>l6= A3,3�3 �l u�LL '�' �Q1A n S1310N /r t� 3N anuan 31;t� ,, F _ ,t , �, 915a3935335 t d S}uaw:pedy oorot = �� £M' ss / r f� / ,8 '• i► d' W' (N 'LIND,el) Wd u016uilay ; c_ . M r (M 'Noal sl sa--r'�c1I31 _ u 'isl%M)L4LL^(aW l74r o rtl i rt� °OA r» M it f u� 1 fGtYtl=turn 90 93 0�3�rtgss s .I, '. � SI 91/4M r _ tl ��• \ a.. �'�% 'rr`!. /!//Y� � �yl� i ♦ � / .a�'1 t • o Obf!-SS wLw i Awomm ll 01an�d � ! . �`� r---'°' w / `�' r/ {� r (3 NGbl�9)sj='L£:=31 a7wuw 39 Ti176'l/0NY30 aid,B-I �', • '/ w ;(jW WA%SAMW OWosfls&V Iij.N 4 aoxin go OL SI YEN YAOd ARM NYId 0 An WAS Maws rn MU03WW&N3S' � I ,�1 s•� - '� �� At/ �/' o"5'6F[=lNrrl MISS 0 G:9 30 MW 700d =36',n AWVA3zi OVY I - ,(., S. 3 Avg iAl i V Ma0 T76 9 M HLA30 W ` - t3` 1 Wrw 3tvMoa7 T1Y16 aWJratnW ' :Saw,Ls Rouvilsim raj aid lamwvl03a w Tw 30W W } �, aW allfM 39 7Ms ffiUVW 3N3d !` 060-SS WLW MS AM'%M'r,n AM 1 �. 1 / `jm (Al dnOZl)Z I)"*31 / (S'dWJ.Zl)th'Otl=3t AWLYa13A8d O(n91a 9 1F1 s� H! 2g'ZFI=WIa so f[3711'I.SA9 39 rn0 11-S 1 au-4-I �{v t NN Own=S 91d YMNVA �� / ` floo-tok-of+J OIOZ AOf_mf it ONIISIX3 TAU 3"W dW�AW N �m•� , � CLZ96 YM'u11 7 11' .11s a3M3 tt.X11@ fit^ n Ord ffi �. _ / (A! '.zli£0.00I=31 AC+9a1'""'wD III( SO[I.@ 0'e fY ' �J mma9simmozwo oNYI 9 DNL43Aans,hiOYiHCaAB �" m y7 4v J/ / Owls'wim WS ' p`S� •% I �', y i� r�NJ �//C _ dnoiD luawdo/anap puns raj aidl M 10 rnHS 30NNYM cp ♦\ ai'O£I-� 9An mtLW 3s CUO AnuYal3xrd / a'60-SS wAAMVW Af��'07� - may..t aw a WIN /tl allff.0 9 3B 77W JMN13D aid.9-I rt YL r •i 1/m r` / MU63.08d'VAO%C Y HLWS 3d NIP Own-S llid.9 37 ZF OL 3d77S-ON 3la SYd ONWVA t H VaUA 71616 ayOSO;3 71aN13aY0 Q!d0I30Yi SUN p 0 Gs ¢ '� AS FG L_ 07 S7 113 lNlyd B60Z'IBZB6 tlM'na,an3 anu0.xaM auueYl lsaM 9l[I rn 0l 3e075 3isbnd 30MOaF/0t a0[0Yd11AW Y ALS 23Cs ZI 000 �+ �� /• .f8 O31rJ07 3AY7 113M(kl vmua�'AP'mmm ZSZS'69Z9Z6 J I9IE'65Z6Zt la1 ��f Syo x --- - --♦ .K_ -� �.- / //�'rp W ms OIIY 3dew 1S'm 01 AWJY10AW 77Y A20J q - • ----F - I ,S c 39 70 N/Ya0 I4xw am ow I AAW WLW nw-ss of s3a7!!n awts'93 30Wai al a01omAW r Vw aid`(I30YVM0 0 3a 7M6 30NNYM I 'I 3tON A!/Wn 3E n oHrlritllan3T*WA0ttV&YSd HINON 6nr/=33"RAN 1 �� oan-W WLW WS AWOAnWX AID O 99 al fu 1WYrQid10 OHawraMns r WfiL 03ilYM AOUY&GA9d OOS at aae'd �` 0� �. 31b"J$ 6�(A13,1t9)9'0=� Y 3ILwAtrNOS W 3N1HNY/1 arMla AaYlYIYS 3AY1 a31L8 ANYIIMS Q7z1Y15W 3s TM6 L0NY30 aid.9-1 / u 7[[f1=Y,:'d'N!GT '19Y /"0 1z3Jrld SI 1NiWWn03 W_%F10fWS IAGWMOd tmr San a S yid��ec OYd ('Y3ttCT1[OA7+gY �• ON lYW 3a15A8 fa a3dY05Cr/Y1 ONY dWOYdlt/00 Z 7VHNVM Ob 0 MY slits As"M 71/0-SS WLW OYVMYLS YM aid QiD wyw3a OAYISLC3 TAw 3mw 0t MOY&AW IL'Sf1=Nia A165 tZtCtN 3LS a3r3'It OOas /mus IRIS is 30HN1'W ILS 03t/0an 3s 7MS SM7QLVaI. dW 7 d q • 4 3ele 7065 av9sa3 n9,n 3N0 a<LnlJla'tACO T /r ; YliON AU7Un S9W DWS AYYJJWS I G b L = L SHINOW BL 8303 O610 ddV SIHI LWZ/9 6 uoijonjisuoo jol panssi j . £ a Woisd N010NnNV lr6u3 40 U310YdY03L[ Im 6 SIR ym13rU rz-4',w\ IVAOaddV ONMVNG NOLLondISNOO N'm"nruu -i y 1+ 31VOS Ol ION F , �'/�-s•r NVId 'H31dM e 11d130 SVW41N3W3AYd MIAMI] d, D,,E o '1TVHd8tl SIOHOd NO 03sn 3ao NYo OOHL3N 153E ISIHIYNI t I•' /J1� `�.. 1Fa _ 3L383N00 SMIASd 30V1d NI JJ 31VH NDLIVLIll1INI 80J ODIUM IS31 OHYONYIS IOL13 7M 0N6n H1LVss H)N OOL JO rViS NDLLV71LlHNl 1� Y �• ❑ Y '`; t �1 NnNINIX V ON6n 3JNVI J2Q3V 83J Q31S31 30 OWNS MUMS 1N GAYd 3WY3KH3d 3HL 3L3IJ SI NULLYT1Y15N1 3Hl N3L3Y � 1 � '1N3PMVd JO 3da 3 MEWd 311 MJ SNOLLtl3LdO cr OWILOYAWR 01 ONIUHOMV QMVISNI 39 01110I6 SWIH31YK ONAVd OL C �� OS'{Sl=-A313 3d :37Z3d_� Y� - 'IQMMYd 30 3dLL 3HL hD ONON3d30'N3AY1 N3NOF0 HO ONOQ38 3HL i0 HLd30 Q3H63O 3HL Ttt15Nl'6 0 SSI 'Am a a- , 1 � /. [�}�, � �1 9.+a.a'1•. . '3mND0 W)INF03L03D AB OL03M SV SHAW NIOAHMN iOVdNO3'N13LL3VdG N L 3LV100YJ TIN ONOV3Hd'a ONINRG - 31VD3HOOY 3HL 01rN3150K 3015 35L8 LO 35Y98f1s/35Y8 HIOAES38 3111-iD(O3HN333Hd NONI 9)sun FONI 9 Knnm OV3Hd5 D :Aa 4i)L73}L7 -MYArG 3NL NONA 1DDJ 3N3 ISY311V NIRILK S111D-Mf30 M SNOLLYH03N3d ON 3W 30LI 1YH1 36%E 3HfLL MS 3H1 301003 340 ISV311V NIIUK SNOLLVHDJOd ON 30 00016 30U 3HnLOnHIS 1 tl30YNLYW 1.Y,ILONK,a V IIIQ3133UM Si 3dld WHOH30Nn NY 3OFK Mdld NNNab3GNn ONfOHV 31YDMV JO SHW Z JD MINIM Y 30NoHd"C MLOO 35Y8 TIN 3HL ONOOLM HrJALm3H 3H1 JO S3O6 3111 NO arWiSNI 3B TWHS 3IM030 '9 1 p1 �R R 3V a TQ3L0L0 TfJQWIL035 3Nl -sr+B.• LI en LI M L! G M 7. r.3 c,•?. .lfl a3AOTlddV AB 03A08ddY ONV Ca 3dSN'30 TTYM 30Y89GfG 0350M 3HL 3LY03MY 31-1 JO IN3K30VId 3HL 01 HOW Q30V80 OM'S3N3NI T13fl1Nf3N 1J3LOTld f 01 G 30 HLd30 V 01 03TE1 W MUNYOS 38 NVO MIMIS 1143KIWYd 31HV3NN3d 3111 30 MUM 3HL ONOIV SOS 3LLYN 3W T, AM 'STWA 306 3H1 JO UnI8J Hnr1NH YJK3 N3 N 01 NDLLYAdO 311 NOW AYMY �� ' �� ttl gj c- 111 4 033V1d 38 ff=FS 1Y9131VK 03LYAY0X3 'NOLLVA3B IME30 133HH00 3HL Ol 1H9nOK OW SM31 39 NVD NOLLYA3➢d01 MOO 1.- � .A- .. _._. - � 3NL ONV-MVHD H0•ANS3H 3HL EA0 NOW Q31dn 38 NVO 11 1VH1 OS MN30 3H1 JO 306 Hotl3 NOW CMV1d 30 TIYHS 3WBtlJ 311 71a1VA1103 ND NOYI LLVlAX 5R91'A aid wsiuorwis Kim can18tl15 AT3Ltl03MKl 3B O110H5 5'KN33 KHlHY3 3HL 316 3HL KON3 031YAYOX3 38 W3 STM 3HL lYHL 05'IQiUM SXFflB 038 N3NRL I3AY O CBHIM38 NL3J(M)IIHIM SI M TM iMKIAYd _ 1 319tl3WH3d Q350dOHd 3HL AH30HN FOVOHddV NOLL3nULSNOO.TM 3HL 3ZnILn aingHS S8D13YHLNO3'(NOLL3V M00 105 OIDAY s/C L W t GoN 1D £ �'Y Ol)VJW 1H3M3AVd 31BY3RL3d 3H1 JO IMBd1003 3H1 306NI0 ONY S301S 3HL NOW NHON 01110F6 NOLLVAYOX3 318650d 3L➢HM'I, 3 D(r3 3WO&N1Yilr 1 01 1 SNRL3IYK Nf30 HIM 033Y1d3H 0NY Q3AOW3H 38 15nX SLN3N1035 A9 03LVNOYtl1N0.7 SIVROLtlM NOLLOnHLSN00 T - 1 91 OOQG I[Y m L(WE 5.WE -- S53]DHd NOLL01kYI5NOD 381LN3 3H1 ounO iy I I J i3ew1 S✓X>6H3.lii6 A1LW 91tP11 1N3MIQ35 KONd 33N3 1d3N 15nK Y3Htl 1N3M31Vd 31BY3MN3d msOdoHd 3HL'SS330Hd NOLLtlAV0)C3 3HL N3L3Y ONtl ONOIr10 ND60H3 41 - - NONd 53d06 306 31BY3nNNN 133108d Ol m®N AYN 531HBYd 10HLN00 N06063 9Y H0f6 93H16Y3K NOLL03IONd WE& ( 111 1 T3dM3I1 31OW38 0 im 91'9CGO SNY3M IN3TVA1I103 EFIL0 HO YWV 30Y3NI6 snob%3d 38110 3H1 20 1N30N3d OL IIY31 IV 30 AL6N30 V RIK MA03 3ALLV13031 T3dPWI T/ILMOnS LIS IW3 9L'10'90 IVINEMd Y JINn Y AFL 03zmavis N339 3AYH SY3HV 33YNrvH0 oNIn81H1N0o ONV Q3L3n815N00 SI 111LLNn Y3HY IEKIAVd v>]:l•lu wI 31BY3MH3d 3HL NOW AVAY EIYMKe01S iEA0 01 NOLLYn ViSNl ONIHnO m033N 3HY S10H1N00 1N3KOS ONY N060L13 AHVHOdH3l Z ?J3NOIS30 NOIidI63S30 31VQ SOYJNnS 3HL AD ANV N30Nn SIYIN3LVK 3LY03H30V NROW 7WISNI ION W ONE'MONS W NIJ NI 11VHJ SnOHOd HO 313L1nN0;1 SIIOWLOd TLYSNI ION 00 'NOLLYAYOU AW 01 801Hd S3vun owsD3 80J 03N33FO 38 TMHs 3L6 Q3SOdOHd C Yl >• a 3 ' '�� '. 3HL'Q3Zn19f15 K338 SVH V3HY 39YNIYHO DNWIBINLN03 3HLLN3 3HL BUY SN039 IWA3AVd 3IBY3MMd 3H1 30 NOILOnNLSN03 •1 0S'Bbl=•A313 3d OS'941 =./L313 3d �• � �"r_14►i+rvc-:► S310N NOlL�MENOJ W39 0NV IN3W3AYd 31AY3MU j sc{s1L WN T3 93(m 5�re •uouanpwda„oam raylo,Cue,}u0lssiwlad uauum s,laauymy u1ny0'Al..,aa(wd sfyl uo am m3.1 - •'I R1.m 1 LU LQ b@ vaS lnuoissal audj 3Nb'W3NAa tloZ iyBu•Cd�'1 lUM .�Z rl/�' aN ,+-� a•/cG� a t5 ' t'� I' C :slag 8mme,p siq,], LRIE74tLSL0033G lam Wilmot WIN wr.rU w-a,-Jl q (...ra.:+A rrrr,x .rby > •+ 4�' � ��, � 0s01 -•lat3 AN anuanV 4jLL „ iv 1)� Npy.ti �'Ww HO NOLI WHIR s CL//p4� '0W9VJ N31IH N8n13ntu5 t \ 'g0 L%.• I fi r0.-l.j `s}uawjsanul �l3Ardy � C SL'941 = A313ii u016ulliv aM J 1 ti. 60a1g A� �.�� 3lVOSO110N � �`'} � ' /fir �/ �..,• .�� a � ' 3N anuan b' gjZL �sij IfY130 Nisva S _ sj u a w}j edy 3d1d lTuao 3HL SY TA7N3LVN ONY RS 3MYS 3HL JD 38 TnVHS MD913 'Z / 00't4l =•AY13-41 / '• a ; 13/ / 3&d-WIOLL03NO TEfJrhW 3HL 30 NOLLYATa IOW3H1 Ol'MOT38 S319V1 - I 2tf 98 ,_ fr/ Q'-94M L C Y VJ�d uo1bUllav 3HNOnN MND1S N Q3gI0Nl 51(JO)32H N6B OYJ MOlNr0 TN15NI I y ¢ _ yl _ �/ ._ �/.67 _ 16 -_ i+`x•.�p 0f1,a1N Jr. •.-S3 a•510N MI3N30 �iA NULLVa131:LN3(�f W0l!3ALUS0d 0301A08d • -• - ONV Y13LL15 NHOLS 03SOdO8d 01 O31D3NNOD 38 01 SNN80 IIVM 'L - • 'S11V130 NIV80 DNLLOOJ 80J SNVId -Nnion815 33S W3LS:S W801S Ol 03L03NNW 38 Ol SN9780 ONLL003'9 -nLADVB Ol 8018d H33NION3 �QA19 Taf,o rr .t 1V31NH331030 AB 03133dSN1 38 Ol SNOB 310tl3W83dWl -AV10 03180dW1 `. 1 ,Ve C r an (9739)639 I0N3NL T3w10 80 TILL 3NLVN A0 Mn81SNOD 38 01 H938 '03103810 SV L'£3/3 4 a iI IN3DV`OV JO NO1109 INN 83d OW'NMOHS SV•1133 HDV3 NIH11M S1VI1N3833310 NOIIVA3-L3 y 41 - �(,� /�J q•(W �.. • ,�y' �y�y" rTIT MANI 3dld 1 I I ,1 IV ONd Ti30 30 0N3 HOV3 IV N83B 318V3W83dWl 13n815N00 a WS � _ L•L/soG3ajn NOLONnBV 30 AllD 3HL H11M 031tlN108000 38 T1tlH5 N3MV5 J33815 All0 � Yy ♦ y♦,�„� V a ,� O d� •aY LTanO 3dld K9075 'HD1Vd 1N3N3AVd M-8 TV130 ONVOWIS _ - •� s yL(� - 3 7 ♦ NoimnBV 30•WD Ed 03131dMOO 30 71VHS HNd38 1IVHdSV 1013V3 - o �C• F �S n N6Y9IOlY� chnO 03A08ddV NV IV A0 03SOAS10 38 T1VHS 03A0W38 11VHdSV '3Nn x� e ♦ a JO 306n30 OW 3ttiLN •r ,WO-'A3T3 he 1HOWLS NI'H1d30 T11LH 1IVHJSV ONIISOC'3 MOWS 01 8013Vd.IN00 -49� 3d1a ONIONY OnW A1W)1 r =.� a 'NMOHS SV'N011V811LJN1 803 SY38V M01 01 ,t ♦ti♦4 �1 s9/03 04 T&N301538 N083 AVMV SU38V 3dVJSONIVI/NBVd 30V80 01 8013V81NOD '£ L/ H3LY0 IL 36U 'L'£0 01 4Z3 S133HS Od 03TIVISNI 39 TRMS S311niin TIV 'd SYJS.110 -- 'HON381 NOLLVdilL3Nl 3NL Ol ONI08VH3SI0 Ol 8018d 38n1308P 31OVI 131NI 31383N00 V Ol 03133NN03 38 TVHS SIn0dSNM00 TN 'I ` yY 'q( A-.,b 'L•:rU trlrr-3 NI Q3NN w0 S310N M3IVMYVd10JS y d / \ / mr,-w•ro soHn'rW ONV 3ys O!10N N) : F/OZ-L06-09F s! 0/OZ-f0Y-09F Fl 3Mfdi NOdI 1SYD VIS _ ,A'L �Y. �j' ' (2-W ,V WJ3 W3AYd IWHdSV MOM If {� FLZ96 YM'uowA P-fl ! �) d° •r 3y al 9.. %/ /' fu. i)roar,-sr / rszn•rvia cn 101 sling•an-y puoryap 1111 SYICI+v8'0'd o:or,-ai S3oG1 N351N3Wd0'DA30 ONY7 9`JNL13i12'nS'JNIffiNDAIi 1'CJ/0 1IV130 NI 531LON Ed'0180V3 H31lLd HIIN Q3103LOHd 38 M S06 H0N3LL 'Z dnoiD auaeudolWa puns SNf d N3d NOLLYJOI SN SYN HO 0 OW SNNtlOJ00N'JN3d Q39 OL NNOYH NOJ 1 11 t 1N 63 e / - 'SNISYB HOM aNNY''SNrveaAoNoti�oal 5310N lb'�13N3J II I /- ♦+♦b i /// / rlrt ' �11�IV1'ILI,S,NI9.'T' _ Ol m3a3NN03 348:AOd 7YJINH331030 Ed 0 -1Nfdd3H - K ty - - 'OVW MSMEN 0l 03,,IH15 38 Ol 3QVHDBILS as - ltlld 38 01 9W JO MOI109 -AVMOrDH sv KAr•30r9N '1» 3 a1N0"wL\+uNsLG tu,N ILLI .. JO N31N331Y S7 am-me Iliac YM (910)C30 WEal T3AVd0 JO NOUN A•Mc S �t - -_ `•�/' [7 rn,v,w.ggmnn AIC6S'Yf.1>•/ 191C69r'frf ia, ��•. ��q i---L—� �� / % XI SODA YSC'N00H 03HSVM 0 HO ZI O1NSW m sn LSVTN9 N3mnoHs(t1(to-a HYM Ed S301MO NSW 133111 SS"M '� ClL � Hl O�L O N 'SS3NM:MHI'NIX,91 nm NOAC M 7E30tl - a-0Z ,0V = r,L 31VJ5 (I L -01 Wr 00001 � UL Ot' 0 0 ONISSYd l 3A36 03LANf15'Sn �Qus(MON N01AO0 L OM LCT MO3 ay~NO r" a N=n OI Zia•fSIrl63 lr)",Z INO436 1031M Had AK 'Ih3l3AM IAHdGY SLON1,f L e L I s + £ L _ Be'S4l =M 1L10,B i I L9"L£L =3N il'10,B LL`04l =3N NO.B 0'9Z-•Z"99+1 Y1S OVW 83ddn 0'9Z'6'10+6 VS dOOI NItlW 11 LC d01 On0s- l9 89' 04"54l =S NI,9 L9'LCl MN NI,9 9'LZ-'Z'Bb+S Yl5 OVOa a3MOl I P 1 00"SfL =M NO_B _ • Z': i CO"LEI -N NO,e O'9Z- 'b'41+9 q15 OVOa N3MOl B4 B4L MIN 83AOO A 9NIa NOW 15tl0-bLP 0005 Lg'L£L =MS NI,B d0t On05- lBP 80 Ob"£ill=WIa 0'0'L'£L+9 YJS Otl0a 83M0 1 Z `j 00"SEL =3 1 ,8 31Va9'DLS-BZP 80 iL OC'6fi =Wla a3A0D d 9NIa NONI 15qD- LbP OJOS SO'L4L = Wla 9£'Cfl =Wla 49"bfl =WIN b'69-'6"B9+£L Y15 S113 NIVW LL"Obl =M NO,B 0'9Z'0'S9+1 Y1S OV08 83ddn fS''" =35 NI,B ly0.LVNO*6 S-d001 NIVW i 90'Lfl=3 NO,B propu•15-9NLL51K3 S9'B£L =3N NO,B LL'O4l=S,0.B dOl On05-09$B0 64'SEl =M NO,B £S'441 =M NI,B 90'Lfl =MS NI,B D'9Z-'9'S6+S'VJS OVOa 83MO1 0'9Z'B'9C+S Yl5 CVON N.3MOl ) Sb'£bL=Nla l"4Z'Z'89+9 Y-(]VON a3MOl 31tlaO'OLS-SLP BO I IWO IF ONIa N081 LSVO-0tf OOOS 65"OCl =MN NO,ZL S9'BC1 =3 NI,9 (ib'SEl =3 NI_B ZZ'L4l =WI8 dOL 01105-OBP BO dO1 On05-LZP 90 9Z"Obl -MIN ZC"L4l =WIa 9Ybbl=N NO,9 40'9£l =WI8 99'S41 =MN NO_9 L4OC l = N I ,B LLL'OS Y15 LLL Z'B£•6'BS+6 q15 d001 NNW BL'9£L =MN NO.B 65'Ofl =3N NI,ZL d01 On05 -SO LP 80 fF'BEl =MS NO,9 9'9Z-'L"LL+b Y15 OVOa 213M01 "44l =M NI,9 d01 0n05-6SP 8O 40'9fl =M NO.B H9'Sbl =MS NI_B a'•1A1H!�±�'JNLYt b?ICl SL'9Cl MS NI,9 0'9Z'9'SO+9 YLS OV08 a3MOl 00'bfl =WI8 Sf'6£l =WIN -J3lNl H31111D-fill 9O 96'L4L =WIN 40'9£l =35 NI.B 9'LL'f'6L+9 q15 woa a3MOl B9'91, =3 NI,8 0'0'L'SO+6'tl15 d001 NIVW a3A0O A ONIH NOaI iSVO-B£I ODOS 31tlaO'O15-ll 3dA1-4lP BO I 11 966E1 = WIN I 4Z'94l =N NO,B 40"953 =3 NI.9 dO1 On09-9ZP 80 99'S4l =S NI.8 L L OZ/9I Y E4'4C1 -N 1110,ZL £6'LC1 =35 NO,B 0-9Z'9"90+0 Y1S WON 83ddn Erect -WIN LWL41 =WIa LLL'LLL Y1S LLL S6"54l =S NI,b C9'Lfl =3N NO.9 0'9Z- 'Z'6Z+S Y.IS OVOa 83MO1 I E4'4Cl =MS NI,ZL On On05 -ZOLP 8O E6'LCl =3N NI,9 O'9Z-'Z"BS+b YlS OVDa a3M01 dOl On0s-W BO LO'L4L =MIN 83AOD A ONIN N081 1SV3-L£I OOOS 9Z'LCL =WIa C6'L£1 =MS NI,9 d01 On0s-Bit BO 9g B4L =MIN SS'L£l aM No,B 08"E41 -3 NO,B SLb- 'L'BO+LL'VJS d001 NNW Joijonjisuoo i £0"04l =vird Z"0-'CSB+1 Y1S We N13ddD ' 9S'BFl =3N NO,9 a"SZ- '0'90+b Y15 Otl0a a3MOl L6'9CL =MN NO,9 C96'6'OL+f Y15 OVON 7L3MOl ZZ"94l =N NO,4 L•£Z'9.6L+6'V1S d001 NNW I 55L£I =S NI_B d01 On05-SZP 80 09'S4l =WIa 31Va9 6ZP B9 Nb'�d �i31`dM I �o�panssi f0F1. =MIN 83AOO ONIB NONI LSVO-9CI OOOS O66C1 =S NI,9 31V8D'O15-B6l 8O LD'9£i =MN NO,B £SB4l =Nla 31tla9'01S-LSP 80 lB'L4l =WIa 0'9Z'0"lS+b YJS OVOa 83MO1 4B'l4l =N NO,9 B'04- 'b"9Z+LL'V15 d001 NIVN Sf E'l MIN LO'Bfl =MS NI,B I OS"6fl =N NO,B lB'44L =WIa 31"0'OLS-9ZP BB v dOL OnOS-LLI 80 I B9'S4l=3N NO,8 V I �../ 9S'9fl =3N NO,9 O'9Z'L'CO+4 N S OVOa 83MO1 vroll. = WIa 0'9Z-'£'96+8 Y15 d001 NNW WOVL MS Ni,B OL'LCL =MN NO,9 O'6E YZL+9 Y1S OVON N3MOl W�JOlS H1bON 6OO IS V 00'04L =N NO,9 fSS4l =S NI,B 0.0'6"9L+1 Y1S kL 83ddn 4rm =MIN N3AOO R ONIN N081 15YJ-SCI 0005 9"L6 'CBS+E'VJS OVON 2L3MOl d01 ands-9Sl 8O OE'O4l =3 NI,B 00'04L =S NI,9 1 ZZ'B£L =3 NO.B 49"B►L=NRl I 3LV89'Ol5-11 3dAL-4ZP 80 ZZ'04L MIN 3LVNO'Q15-bZI Be Z6"BCl =3N NO,B I 46'ZbL -WIa 31V80 015-ll 3dA1-L8I 8O I ZZ'BCL -M M,9 0'9Z-'l'4B+f'tl15 WON 83MO1 I 0004L =S NI.9 0.9Z- 'l'41+C Y15 OVOB 2C3MOl 11 4C"S£l=N NO,B 6b'Z4l =WIa Z6'9CL =MN NI,9 a3A0O A ONIN NOW 1SYJ-4£P DDDS 1 ZZ'BCL -MS NI,B d01 On05-9LP BO I i ZO.6E1 -35 NO,9 Z'9C-'S'bl+C YIS OVON 83MOl S4Z41 WIa EL'L4l -3N NO,9 9.66-'S'SL+LL WJS dOOI NNW 1 Lb'Lbl =WIa I bf"9£L =3 NI,B 0"0'Z•Z9+9 Y1S avov a3MOl j - 49'Z4l=N 1lID,B LITi'L -MIN 31Va0'M-ZZP BB • 1n;;-;��{. Q £l'lbl =MS NI,B On 0FIOS-96P 8O b£'SCL=M M.B 31VSD-CILS-ll 3dA.L- Lill BO I 49'Z4L=M NI,B OZ'62l=3N NO,B OL"44L =MIN 91'BEL =MN NO•B +[S"LCl =S Nt NIa B O'O 31YeD 001 15 avola e1ddn I( 6£'BCl =3 NO,9 9'6f-LVHD £ - Ott 83MO1 0'9Z-'6'LZ+ZI q15 d001 NNW 49'Z4l=S NI,B OL'Zbl =WIa 31tl8O'QLS-BLP BB DZ"6El =35 18 ,B a3AO3 A DNIB NONI 1SY3-SZP OOOS 9L"l4l -3N NO,B I SL'8£1 3S NI,9 0'9Z•£Y6+C Y1S OVOa 83MD1 49Z41 3 NI.B SV'l►L = WIa S'SDl-'£'9L+ll Y15 d001 NNW SL•B£l =MS M,8 d01 0n05-SLP BO ".get =N NO,B ZL'94L MIN :A603JI.•03HJ 9l'l4l =35 NI,B aveq'w-S69 BO I 4£'l4l =WW 09-LEI =35 ln0,9 O'9C-'9'Bb+S YJS OVON 83M01 91"111=M-0,9 0"9Z'b•bC+l1 —.1001 NNW 69'44l =MIN 49'9£I =3S NI,B 461*1. = WIa 31V89'O15-LLI Be :83OVM'YL 133rONd LVN '6'60+9 11 3 AL-Ott 6 ZO"Sbl =N NO_B 0'0'£VUD q15 rn IF 83ddn 9B'fbl =WIa a3A0O R ONIB NOaI LSYO -4ZP OOOS Ol'6EL =3 NO.9 49"9£l =M NI,B 31tla9'Ol5-ll 3dAL-04/8O 9S'BCL -AN NO,9 0'9Z-'0'ZO+E Y1S OtlON 83MO16Lb1 =WIa 31tla9"OlS-ZZP 9O CL9 'C"OL+£-VS WON 83MO1 � - OL'6£L =S NI,9 �� 499£l MS NiNI,B l0'6£l =M NO,9 6'L9'4'64+5'tl15 Otl08 a3MOl :A8 O3AO-dlrV 69'111=M NO_9 O'gZ- 'Z"SZ+LL Y15 d001 NIVW STECzI =3S NI,9 31VND'O1S-Z6I 83 C9'Z41 WIN d01 On05-bLI 90 L£'6£l -his EO'L+L =W18 31VND'Ols-9LI Be 69"14l =S NI_9 69Z41 -WIN OBTELL =3N NO,9 83BYNn1�.1.03rONd a3A0O�P ONIN NONI 15CJ-fZI 0005 l9"L£l �3N NO,B DrEEl-MN NO_9 0'Z-'B'ZO+h'M ONOd LB"04L =3N 1n0.B _ 90'44l WIa - 65'04L =3 NO,b L'EZ'Z'L6+Ll YmLS 1001 NNW 0'0'6"LZ+S'tlJ5 OYoa a3MOl Te 0"0'8'LL+CL YLS dODI NNW lB'Lfl =MS NI,B 31-LZ •'V_6O 80 I BL'ffl =MS NI_B -3aDLOnalS 108WOO- LZP BO 4LF d01 On05•tl15i 096 NItlW LL'9fl =WIN 4YZ41 -WIN 3-mg'DLS-99I B0 LB'04l =MS NI.9 £C£4l =M NO,B 31VaD"O15- L6P BO LL'U4l =MIN BETEL =WIN B8'E4l =WIN O"9Z- '0.Ob+OL Y1S d001 NNW Ef'£4l =35 18_9 a3A00 V ONIN NONI iSY'J-ZZI OOOS 6Z'8£l =MN NO,9 ' lb'Obl =MS NO,9 ! £6m =3N NO,e SO'l£l =3N NI_B 4Z'94l =WI8 9"B£'l'B9+C Y15 OVON 83MO1 lb-Dill =M NI_4 09Z'L'LL+LL Y1S d001 NNW , B"Ol '4'B9+£l Yl5 dDDI NNW Zb'LEL =MN NO.9 Z'66-'9'L9+1'tl15 0tl08 N3ddn - Brest =35 NI,9 1 E6'LCL MN NI,B SO'lfl =35 NI.Zl 31tl8D'QLS-O6P BO Lb'04l 3 NI,B dD1 Onos-LgP 80 O"O'S"L9+4 V1S OVOa 83MO1 dO1 01105-OZI BO DZ'Obl =WIa 31tlaO'O15- 4lI 88 am IVAVMY 1 BL'Cbl=M NO_9 0'9Z'9'94+OL q1S d001 NNW bLZbl =WIN 9L'4£l =WM B6'Zbl =WIa C'6"LfL=3S NI,B 31VN9"OIS-11 3d1LL-Bfl 80 90'94l =WI8 83A0O 1?ONIN N081 1S/0- lZP OOOS £6Lfl =MS Ni,B ZD'44L =5 NO,9 b'E4 'veoVZC+Ot Y15 d001 NIVW 60-LCI-N NO_8 BC9fl =M ND,Zl ll'L+l =MIN 31VaO'Q15-flI Be 4'bZ'Z'Z L+g Y15 Otl0a a3M01 69'04L =MN NO_8 6Z'D4l=NW ES'4b1 =M NO,B 0"9Z-'CSC+6 YJS d001 NNW 60'L£L =3S NI_9 d01 On0s-Le I 80 69.O4L =MS NI,B O'9Z-'O'L9+1I q1S d001 NNW OZ'fifl =NMS NI,B 0'0'4'LZ+ZI Y15 dOOI NIVW L1drarl 910121m im Llw 9LWIl j S6-LbL - WIN .00 11 ONIa NOW JS113-OZP 0005 4L'6CI WIN SLWIL =3N NO,B OZ-6£1=3S NI,B 31V89'OLS-11 3d.11-III HO 04'£4L =MN NO,9 I 69'Obl =3 NI,B d01 On05-99P 8O BE'l4L =WIN OVC4L =M NI,B 4'Bf- 'b'b£+Ol YLS d001 NNW 9056% it m i LSf41 =WIa S1'e£L=3S NI,B aLVHD'O1S-ZIP BE fS'44l =M NO.B 0'9Z'0'1L+6'V15 d001 NNW LS•ECL =N 1n0,9 O.0'4Y6+f YLS OYoa 83MO1 46'94l = WI8 113d1Y[ lgll'8f613S VCI 91{0'00 l6'L4l =WIa a3A0O A ONIN NOW 1SYO-6lP 0005 £L'Bfl=S NI,9 0'0'Z'60+EL Y15 d001 NNW 9L'e£L =MS NI.B 31Va9'OLS-ll 3dAL-LCI 8O i Lf"04L =MN NO,B BO'Zbl =MN NO,8 SL"e£L M NI.B 4ITtI =3 NO,9 9'LC-'L"66+0 YLS OV08 83ddn kL3N'JI53O NOudIaOS30 31V0 CL'9El 3 NI,B 31VNO'Ol5-ll 3d/,1-9BP 9O - 0"9Z-'£"L6+Ol tlJs dOOI NNW i Lf'04l =3N NI,B 0"0'SOB+II YLS dOOI NIVW _ BOZ4l =3 NI,B ZB'04l =WIa SL'94L =WIa 31VaD'O-LS- 1LI BB ZD"£,1=N 1n0,B O6'8CL MIN d01 On05-59P 90 LE'Obl=3 NI.B 31Va9"Ol5-el 8O O'9Z-ON18 I Y15 QV08 83ddn LB'44l = WIN 9S'Zbl =Wla [f ( ,9 BOO 8 ONIa NOaI 15YJ-8lI 0005 1 WWI, =3N InO.8 bS'94l =WIa Z6'£El =MN NO,ZL 90'Z4l MS NO,9 I SB'9E1 3S NI ,9 i 95"44l=3 NO.9 D'BC-'0'6f+0 q15 Otl08 83ddn Z6'EEL =S NI,8 Z'b '6'LI+EL Y15 d001 NNW I , BO'Z4l 3 NI.B D'9Z'CL6+OL YIS d001 NNW S8.8£l M NI,B 0"0'C'BO+£YLS OVOa a mul OB'Lbl =M NO.B CS"Bill =WIa 31VN9'01S-OlP 88 —ponpo d.m am lolpo A.i.j omsspwad oan" ZO'£41 =N NO.9 0'9Z 'B•OD+I VS IOV08 83ddn Z6'CCL =35 NI,ZL d01 On05 -SBI 90 � I d01 OnOS-49P 80 1 31Ya9-'O75-11 3dAl-9£P 90 I � OB'l4l =3 NI.B 0'O'9'9l+ll Y1S d001 NIVW s aar} L ford sl aamro 6L'441 -WIa 9PBCl=S NI,B f ,1 garq mggO-ryoloa, ylo d'£ 40'94l MIN a3AO3 V DNIN N081 iSYD-LLP OOOS ZB'BE1 =WIa Off LbI 35 NI.B ES'041 =3 N I,b ZD'Z4L = WI8 31tla9'OlS-ll 3dJ.L-LLI BO 0'SZ'£'O6+1 l q15 d001 NIVW •aawag leuolss�nµlo ruaumasufswl!yvV agl'Z I OZ'£4l =MN NO,B OF L4L =3N NI.B £S'04l M NI.4 On 031V8 OZ-H VI-SZ/BC -b SdO SZ au uSda 49'Z4l =M NO,B I CS'SEL =3 NO,9 0'9Z-'L'4Z+Ol Y15 dOOI NMY 66"£4L=WIN 99711, = MIN 1'mvwax(lvIOz Iq5 0.1 0'9Z'B'56+0 Y15 OV08 83ddn 0'9Z- 'L19+9 XIS OVON a3MOI OZ'£41 =3 NI,9 6L'l£L =M5 NO.9 49'Z4l =S NI,B E9'SEl =S NI,B d0t OFIOS-Celt 83 CZ4£-'f LL+L Y1S OVON 83ddn :sl 9...P s!%L 83AOO 1 ONIN ND81 1S/O-9lI 0005 I 99'L£L = Wla d01 On05 -£eP BO 9S'94l =WI8 6L'L£L =3N NI,9 d01 011O5-0£P BO SOM =3 NO,8 9L'9bl =N NO,b 4Z'94l =WIN b'bZ'L'9Z+6 Y15 d001 NIVW OZ'£bl =5 NO,8 ZZ"9Cl =WIa SD'E4l =M NO_B 9L'94l =S NI_4 8 OO''CLLS- 'tl15 d001 NNW On 031Va OZ-H tll-SZ/9f- S SdO-SZ 8 I 99'Zbl=3 NO,B ES'9E1 =M NO_8 SO'£ill =N NI,B bB841 = WI8 9 ZC,gt =S NI,B O3 V '£f6+0 1 I OVOa 83ddn ES'9fl =S NI,9 0'9Z'Olgan Y1S OV08 83MO1 I 4BY41 -N NI,9 O'9Z•£'6Z+OL - d001 NNN ZZZCI =MS NO,9 L'011•SBH+£l Y15 dDOI NNW 31VNO'Q15-ll 3dAL-9LP 8O a3A0O>d DNIa N081 1SYO-SlP 0005 d01 On05 -ZBI 80 OZ'F4l =3 NI,9 dDl On05-Z9/BO ZZZfI =3 NI,B SO"EVl 35 NI,B s to a aJn�nJ aWD aJn 0nJ Zf'94l =WIN 9l-Bfl = MIN I LV9bl =WIa I Z9'9Cl =WI8 d01 On05-6Z/80 O6'S4l =WIa I 1 O 3 tS N 7 35 L - EC 1HM5 39S•3li 101 _ _ ' __ _ __ .. yM'uol6uiijd `� �' �'s �C �� vr, 9r/Io1411}1 3N anuany 4ILL 1M91YA903aD � v� !l Eiro�°u-s L� f •f! lb 6O1V8Vd3S L31VM 70 Sd7-SZ lUEYOU70 - Sd7 SZ, 1 �d� SL'9b l = 'A313 jj ~� ey,p. 7 ) .9 n , • L f J On ONO O717W NNONVIS 1. ( �/� •9�"S.. �..�. / :GN30131319V11EUVMWbO1S 5� § 8 40 �' @t,J �,d ib • �+ .^.-J.l l sjuaua}sanul ,. ,, P n& u016ulliv am - _ 09D"-S b '♦� •O6. n,1 Is e 333N anuany gIL1 09 �� ti = a ti o .a,. :• .CY I , 1. f , L ,; L sluaw:pedy SruNow 91 8O3 (7IIV•A IYAOaddV SIHI -:sria°le0° si '`A'��- ,QOBc S.o�A z< Q u�'�_yr—••�:,_•GtC'=�5'+•.i..-• �/�8d',s �n _ -_8F as_ r '�,LE.� �' '6(Nt Yft�eLT.z7 G 0, 1':F; L-33 plio' 'err.Z0 07 31V0 M'NOS!.9)S^tC! 31 NJ8d U0 GUI V N09N7NV •AllyuXii co zi •A6 N u tOLLt:XALD 3Sf 5i- 3f023d. 733c3111LLAGkv)s by ti:; n p LII p n ty.,, @ a 'Noel„9)S9':EI Qi�10UddY 0N1' M?d •i sro1LBo-sAV 9 ,.• ` N,. 9: alo'as'Aoa F rs _ - '� � O r=^. / • oµ�,YNpss 1VA021ddV 9NIMV21O NOLLOnLLLSN00 a c , c n ci e r 4 Blmo-s CIP� a 8S�L� '/ Yam.87 '{ VS.9 il,l / a sr IDa•s �J .Lnas Ltiq` � °� � q/ a 1 l R!m 1_'�', q L ti8 ..-i:.. - arr.•°n_jr. tgs.,�\ �rl @ C^.'` L4- Elf is,,fin of C2 /W •. // .: /// O Il'1 �� -L'd' ��-, � � �� 7h',-ynu's �\ �aO�� ~ � •1rp\'t' I/ / / r ti2elmt w ri .1 and s n a /i .t. • �� __._��i rloz-w4-0sr alas-ror ost:ri o = l ttF ++V : R fLZB6 NI•wwail7urroM Pi.-�y n e1- /,�D• st 8�4 A'as :<• •ti I��+/ zoz•an'��v wa�l7 INI sou roe od —�- �,� �yy t6�' >> � /�'' •tll� ,o n. y L.?' ;.K' J6 � fdl:z>)z>'aFt-;� S.W;,el)vb'OFI=31 S37NdfdS 1N3WdOII13O(7lJI'7 97NLi9A8/LE^JNI2ff33NO1Lls Lt1 Sty � �� / ` �` - � ♦ YS'CEl rllb 8O dnoiD juawdo/aAap puns I I ` `% t .� ` �� - .0 '. / µ/ t' 4/.6�. r11�7✓4 �� J +t' (3 ;.ZI)6F'OZI 31 :.Grtfj if�SAtOJ i r� �' ti A rq tD '� aP a , k�O, :i • fM:Z!)FO'OF:-31 1 y Z k OOK 1 r / E9"ZFI Wlb'II WisLIO:VS Y,N'ruu.l aµl0••NaW+•1v tu-N 91L1 m �'•J OO„}L�v 1 �S4 /�� fly �'Y Cal ♦/J/ Oo'O£1=31 ♦ / r arss:sz—l-rolrccu.t.+ I 'd go. 'r � 4 r�l O��p / /I / Tilnoi 3, INIV alo H12I ON -- Nr� Ql �Zt7A'Oh O 9 JL 9; Fp Elf BS / ¢ JV\ 05cl t 0�a A 1L flL_= )ci�: _ ar/m �yC t _•.F. aE: c�> du vo WUV YM 7'', �du V17 1Jv130 od AIVW lLlroad 77WW L • C 01 w ILr SOW AWPWL9W 77102SN a • sare Ao[fkw 7&v rn15N1 � 211 w .�• ` _ \ ' '`a G 1 as oa cl }` 1lt: 1 t l ^ 1 2I3H3VflA OS'lSl = 'A313 33 SZ'Lb l = 'A313 ii �^ ` 910 h O SS l = 'A313 33 £�Q19 09'9t t = 'A313 33 Z DUN g NV�d uol}on��suo�ao� panssl as 2��1`dM W2�OlS L6 Z/9/t 9 �I' n tclip4x ,,_ o9ta s. v v H1f10S Wo ISb' o -' �, o J y - .9nsz•sy 1 ...�; I 1 I Ate. zoas•rL�ds s tis :e1 .l L-1d � wo/ � 1s-silcro-s• •n � ys , ., MCY S[ida fHal. Hlaws1 BJzoa s W. �� .e sa. 04 of °�L 951 II .9n9s gs� { { ` o i '�e n 9�� ._ .._.t l s� I _1 -t- - sfiwu-s s 6Lg fi $' m 1B_d';11 I . S ape t >e• - .9I ZL�_ CK9YS fDd.9!14L '!A1 11 LR09+£-?ad t SI 14 t _ 9rW 9+i'Sa?a A!IM � •� �r_ - �k •�jp '. l V 103f HJ YY 's 1 ZI30VNtlW.L'13tOad 7,4„•- 7 L) c S• 9f'w wy,s sf w .c R N wrN v tlLfLVD+S 7.z!J1 KI ___s :As LgAOHadtl { I 113HWON.LJ3fONd - .S 1 �f w M w SJd�Gs.� {umas'sLLe.9 n 9Htw , pLrco�s dl os ,'.A s I Jlaf A it>• ,�-•-�--focc:"- .e n cs �� o;,s.�ul;.9;1 ,lll r 1 1�+ 1:,.-�- r d o, l ti 4 n 9 r I I I I I I�" .•,:� i! 9igg oa fw S> 011 C: o 4 G g �idRlZl Ww. !�6 1Np fl'wit LC v. •• - I 111 I i�• ,5>Iy9)>L=?!-c.r `~ SL'lSl = 'A313 33 0S•96l - 'A313 3j D l3dgZL WILL 6 LDS W 91-Lafo - y'"- ` OS'96l = 'P�13 ii aro•s - >3N�Is3a NOLLdalOS30 3Lva .- s -g L 9019 9 OQ1A 5 ocno WI00+5 .9 n s „ I Sill. cl fJ uoyanlwadalr mrayLo,(uer3oolssnmad D7Ul1K. � •I--�� - swal!gary v!mgo-ANo laafold slgL m amro3 E .1.1 G r� � c� ® I� • Oa QS• I n5 6t/1� .o m I: s I -WI,s leuolssalord3o luauma ul s,toan-v aql•Z •��•t 'auI'NV313JIAO 410Z 1geDldoJ'1 bSAJI Sr w1004 to 1 / Q` �+. O o• f I 7'OS S 11 2! OG'Zf: _ Zzzoe-s 4 d ks x 3 dri :11 '^'r£: _ 9 HI .t il9 ��• �,Q7/pp�, W.87 S + � I .1 ;I TJ r ersr,wYaf ai• �•�el gf a zl , ' '' \� OS£4l = 7013 33 3N anUanV 4jLL _ - +' w`°0� - loll it l ar .dt�ae IV •a� ti -�',p- cp r ., � A' %: •dl'L y:1 Z�: . �, •� LsIuauaIsanuI UO bu1 a } V QM44 M 133HS 33S 3Nn HJl 3N anuaAV u}LL O'9Z'0.96+Z XIS d0DI NIVW '1' Y�/� 95E41 =N NO,9 sluaw:pedy95£bl =3 NI dD1 0170S-bi#Go 48-9b1 =WIa LB'£4l =M NO.B 00'Obl =N NO.9 9L'l4l =3N NO-I' _ _ Z'90l•8-06+£Yl5 OVDa a3MOl _ SSOI-'£-9L+lL VIS d001 NMY SC'Z4L =M5 NO_8 _ 95'£41 " N NI. TO Tad uo�6ui�ay 00'bL =SWNII.9 a3A03 V ONIH Now 1sv3-bb/OOOs 91694441 3 WIa • 31tlao-DLS-960 8O SCZiL =3 NI,8 59Z d01 a110s V ctf B N g'£bl =3 NI 31VHD 60LS-11 36)d- 9#8J EYSbL =WIH 9S'£bL =S NI.9 06 BEL -3N 1110.8 0'9Z'6'£t+£-VJS aWM a3MOl 9Ct4L =MN NO.8 64'9bL =WIa £'4£L-•8'LS+II Y15 d001 NItlW SC-Zbl =N NO.9 :h0j.(,VJI•Ltl I�Q[>;�;��J'Q �1; Si'Z4l=AN a3AOO IP ONIa NMI 1SYJ-CO 0705 SL-l4l 35 NI,9 aLVa7-OLS-11 3dAL-461!80 �9Zd01901105~�Z4"BO dDDI NS 45'Z4L =M ino•a LO'9il=NIn SoVG 3 Not•B zv6cLV6C=MN NO.g 04.541 =WIa 4S'Z4l =S NI.8 0'0'Z'LO+Z XIS d001 NIVW Z l'6El =S NI.8 0'9Z'4•10+E el I OVOa a3MOl 4S'Z4L =3N NI•8 SHLNOW BL NO3 011YA 7VAOaddV SN� I Z9'Z4t =AW NO.9 bS'Z4l "3 NI.g 31Va0'4J5-ll 3dA1-4#BO a3A0O A ONIa NOaI 1SrJ-Z£#OOOS 490L-'£'LL+£VJS d001 NNW S9eEl=3N NO.B 49'Z4l =WIa 0554E 3 NI,9 3LVaO'a1$-£60 HO SB'eEl 35 NI.B 4 1VNO,• O-10 YO 09'L41=HIS 9HBEL =M NI•e .o,oVN 'E-80+£1115 avoa 9Tfu3m £G'44l =WIH L i"�'1 04'Obl =N NO,B 31va0-015-ll 3dLl-9£8 BO ?� I •10-u Ob'O4L =M NI-9 0'9Z-'4'£l+Z V15 OtlOH a3MOl L9'E4t yP5 NO.4 CZZ-'8-S6+L V1S dOOI NIVW 98'8£L =S NI.8 00'04L =M NO.ZL NOlON7"tMV A110 I6 .�7. g5'£4l =Wla BOO IP 9NIa NMI 1SV3- L£N OJOS g4.S41=NIS 31Va9'ms-qgf 80 ZO'ZtL-NIS £L'Zbl =S NI.B D'0'Z'99+I V_LS 1001 NIVW d' + -A0 00'LtI =3N NI,4 3LV8D.�-11 3dU-£#HO SL"04l =N NO,8 0'9Z'D'9 L+Z VLS QdOa a3M0l Ol'6£L "3 NO.B 0'97-'O-ZO+£VJS OtlOa H3MOl ` bb Obl=N ND.g El'Zbl =3 NI.g 9 t MhS nit 3NL 1I3d 9S'£4l=WIH a3A0O O ONIa NMI 15VJ-OE#OOOS OL'6EL =S NI,B 44'Obl "3 NI.B 0£'44l =WIa d01 af105-4Lr 8'J gq•04l =M NI.B 0'0'0'LO+Z V15 atl0a 83M01 £9•ZiL=NIS 3LVNo'OJS-11 3dA--GO BO 0 J �r as 03108ddV MY SYN IDS Avv SO EB'Obl=N NO.9 O'9Z-'9'9S+L V15 avoa Vol 44'Obl =S NI,8 I BZ'6EL =M no,ZL 0'0 '6'£l+L V15 d001 NNW 9C'bbl =WIa H3A00 V DNIa NMI 1SV3-6Z#0005 ZL'6CL =N NO.B 111*L HIS gS6£l 3 NI.ZI. uvNo'a15-Z# HO 11'0,1 =3S NI.9 0'9Z-gTS+Z VLS avoa H3M01 59'EbL - HIS IVAUddV ONIM?JO NOLLonaLSNOO OB'04L =N ND.8 0.9Z'L'BS+L V1S CrYM 83MOI ZC6Et=S NI.8 dOL onus-EL#Ho £8"Ubt =N NO.8 0•D'9'SS+1 rois avoa a3Mo1 66'£41 =HIS H3A0D 7 ONIH N08i iSV3-BZ#OOOS 8Z•£4L-nIS £e'O4L =S NI.B 3LtlH0'a15-4£#8O OS'941 =M 1110.9 E'LOL- 'B'11+4'vIS d001 NNW f 49.06I =N ND.8 L50YL=3 1110,8 OSE4L =NIS 99'94L =HIS 31YaD'O15- GO 88 0'9Z-'Z-Lb+L NIS d001 NNW 0-9Z-'6'ZO+Z V15 avoa awn g9'L*L -N NO.9 O6'44L =M NO.9 6'LLL-'L'OS+DL 'VJS dODI NNW ..'.�'. 49'05l =MS NI.9 H3AOO V ON9J NMI JSVO-EL#030S LS'OiL =S NI.9 du a11o5-ZL#BO B6'ZSI AN' bCCVL=WIa WL41 =MS NI.9 LYO'9'56+0 V1S OvM a3MOl Wgt'l =WIH 31tlH0'CL -LZ# B9 bS-L4L =S NI.9 31valo'MS-EE#HO 00'O4l =N 1f10.9 OS'OSL =M nO.B 4Yo4t=M 1110.9 tz-"L =WIa E'60L 'L'Z9+Z V1S OVOa a3MOl 0'9Z'N16Y'N I I dOOI NNW 0WC1 =S NI.8 H3AOO V ONIa NOaI LStrJ-ZL#0005 WO+ 3 NI.9 0'9Z'OL an -avoa H3A101 00'O4l I 35 NI„9 31Vd0'a15-SZ# Be 94'£SL =WIa 44'04l =S NI.9 d0L Of105- lL(I 8O OC-OSl =N NO.B OCE4l =WIH £9'£4I=WIH M06L =MS NI.B 0-0'L'BE+L V15 dOOI NNW OZ'Obl =M 100,9 £SE'1'90+Z'tl15 atl08 H3MOl �1 5L'lSl =N NO.B 0'9Z-'E'OL+9 V15 d001 NNW M IM I, =3 NI,9 31Va0'QIS-I1 3d.-EL#HO 0E-441 =HIS 31va0'a15-£Z#Be flo-w-or-Y OIOL-tol-of m g6'45l=WIH a3A0O V DNIN NMI IM- LLd O3aS i 00.05E -N NO.9 D-gZ'9.9L+C'V.LS d001 NNW ovog, =S NI.B rZM Yd' I t£'0SL -S NI,b d(X1 af1OS-SS#8o WZSL =WIa ZOZ aYoS W> Y PUDr�J/III SOLI ad YJ'd 0,191. =M NO.8 D'9Z-'4'L9+9 V1S dOOI NNW ZSZ9L=HIS £C'04l =MN NO.9 Z'B£'9'OS+Z s )z# H3MOl SvIAM3S 1KVWdOIIA300NV/9>1tlLl3AM/1S�JMXidNDl3 Z4.4SI =WIa H3AOD�P oNla NOaI 1SYJ-B#OOa$ £ZZSL =N NO.B ZE'E4l =WIa 31tla0'a15-OZ#B9 _ 69'OSL =N NO.4 "Z'C•BS+L'tl15 dOOI NIVIN OtZSL =3 NI_9 D'0'Z'£S+9 V1S ID0'l NNW ZS DyL =3 NO.9 B'L£-'L'l l+Z'V1S avoa a3MOl dnoiD 4uawdo/anaQ puns £� I_S N, g D'9Z-'L'Z6+4 VS d001 NItlW Z9'ZSL =WIa d01 01105-4Sd BO £Z ZSI =S NI 31Va0 US-ZIP 0O a3A0O�P ONIN NOHI 1SVJJ-L#OWS 964SL -WIH £E'44l =WIa 31tl210'a15- fil# 86 ZS'LSl =NIS OS'O9t =3N i10.B a•gZ-'SBZ+L'VS dODI NNW --• Jh'1 ,9C191 b 09'OSL =S NI.B d01 01105-£S/8O WZSL =N NO.B 9L'09L =3N NO.9 Z'B£-'E'04+L'tl15 d001 NItl/V 00'B" =M NO.B 0'9Z-'0'9L+b V1S d001 NIVW WMI =WIa ',b4"ZSL=3S NI.8 5'OZ Y-t£+9'YIS dOl)l NNW BB'£Sl =WIa 31tla0'QLS-6#88 00'"' `N M,9 H3AOD W DNIa NMI 1SVO-S#DOGS 44'ZSL S NI.9 31VHO'M-11 UILL- LLF HO 6 L•LSl "WIa Ol'ZSL =N NO.B £94S1 =WIa E4'61,1 -S LnO.9 0'C£-'Z'SZ+S V15 dool NIVW OL79L =M NO B 0'9Z'L-E9+9'VJS dODI NNW Sl'ESl =HIS 31tlao'Qls-8#88 990:lot991•M•t.> 2 >N+0>wA>uv.W l4M Vl:l 9Z 54L =M NO.9 0'9Z'S'E9+C V15 d001 NNW S9'LSL =S NI.B d01 af10s-.#Bo B4-LGI =M ND.9 0'0'£'46+5LS'Y.LS d001 NNW 1ro1YAl/J03 NO 9Z'S4L =S NI.9 83AO3 V ONIe NMI 1SV3-4# oOOS 1 ZE'9SL=WIa bL'*GL "INCH 31v110 IL -60 BO 4L'B4l =5 NO.9 f 04-'4'9L+4 V15 d001 NIVW Mv'uvapfp nnn ;tn'69.P[L 191Cdsr SL4 iu d01 YMYd3s'bm vM IIO SdJi'Z 3LSVOONJ -ScO-SZ. 44'B4L=HIS Lg'L9L =WIa 3ivso'cis-S#BB an DNDM7 Ol70S - GYNONYIS Z£'6bt =M NO.9 5L'94L =M NO.8 OZ'94L =S NI.9 9'6£-'l•£L+£V1S d001 NNW 4£'94L =N NO,9 ZC'64L =N NI.9 D'9Z-'6YZ+S NIS d001 NNW �N3�31 319d1 b31dMW�f015 09Z-'L•EL+£'t75 3- NNW SL 84l =S NI.B v8 'L-£9+i V1S d001 NNW LO'64l =WIa 31tla0'a is-b#98 64'Sbl =M NO.9 a3A0O Y ONIa NOHI 1SYJ-£�17005 Z£'84l =3 NI.B d01 af105-64#8O Sl at =N NI,8 LC84L =WIH1tla0"O15-ll 3dAL-@#BO S4ZSl=W9J Sl-Bbl =3 NiN1.@ 96'£41 =5 NO.9 9'L£-'E'EL+Z V15 d001 NIVW 46'£4L =M NO,8 ZB OSI =HIS 80'LV1 =KIN 3LV8D'a1S- L# BB 46'£bl =S NI,9 0'9Z'0'i9+Z VIS d001 NMI LS'94l =N NO.9 D•gZ'C'60+b'tl15 d001 NNW H1210N a3noa x Oma NOHI ISVJ-Zf 0005 L59i1 =3 NI.a d01 0110$-Lb#8O LS941 =M 1f10.B S4'OSI =N NO,b S5941=Nla 9L'fi4l=WIa SS'96l =N NI.8 SSOSI =S Not.4 0'SZ'S'49+L-v15 IC- NIVW LS'94l =3 NI.B D'0'C80+4 Yj$ d001 NNW all 031tlH OZ-H tll-SZ/BE-£:SdO-SZ �L•� £gY4l=M NO.9 D'9Z-'CSL+Z NIS d001 NIVW OL-94L =S 111D,g MYND-015- L#8O 94'ZSL =WIa ��, - u�. 3lVJS £B'E4L=N NI.9 0 L I 0'9Z-'S£t+1,VLS dDOI NIVW L594L =S NI.9 I a3AW 3P 9NIN NMI 1SV3- L#OOOS 0L-941 =3 NI.8 101 a110S-94#BD 4S'E4L =Ms NO.4 0£ V 0£ Z5941 -WIH 4Z'64l =WIH 3J.VN '-H Vi NIS d001 NNW se-64L=rv1a 00'04l =N NO,9 06-Sbl -M NO,8 2L'"L 11118 .b all 031tla OZ-H tll-SZ/BE- l sd0-SZ m 9'L6'l'BS+£V15 avoa a3MOl 95£bl =5 NO.B 0-D'6.9B+£VJs d00"1 NNN 00'04L =S NI.9 09Z-'L-i6+Z Y15 dOOI NNN O6-S41 3 NI.9 3LtlH9-a15-ll 3dJLL-90 HO 46'Z4L =NIS 31VHD ULS-11 3dA1-L6# 8O 9S'£bl =3 NI.9 dol O1los-gil!HO LVEN, =W91 spD;aO ainlonlIS aw DN alnjonlIS Z9-941 1 s 1 r t • ^ stuNow el 802 anvn Wnoad y srw rlato TaY.do.LLro ,Lava 3 Auo � � • AS C� aaQt�tnc.�n7mla A7nn7 and _ a37WMdY AL339 SYN l3$IS NY7d SINL SINIOP TW 1V 03NWHMN 39 Ol IO,9 3dld AIOd SID.Z 11 D91 -IVA08cidV ONWHO NOLLOnUSN00 swlor rn 1Y a3NVNMa 30 o110.B --3 RBS 3NI3 11 gale N V�../-1 U J Slmx rn lY mLN am 3a ai to,9 mNNUM8'I0,i 31 19 1NIOr X3In0.Z X dlM.Z-I 3dld AIOd SM,L 31 Ut :33WDS 3NI3 Ll+ON101NB 9WN3RV du,Z X'U,9-I N I1� 1`dM SAW'TN 1Y 03NNNLS3i 39 W 10.9 '30NN35 3N13 CI WE S'3ANA 31Va Ml X li.+-I N'3ANA 31Y3 N 1H3f1Is3N,9-I L 60Z/9/6 uollon.lisuoo jol panssl 3dld AlU SL7.Z 31 09 1NIOf%oino Z X dIN,Z-t m0OM-p03Y1-ai 11,+X Ill.B-1 G3WM-Y03M'33113.9 X M.B-I Hl�l O N II SINMY TV IV a3I6vUM 38 W 10.9 TWy:M Sal!04 oNIa191B did.Z X N -L TN15I0 (TMM a3A0NddY 93 NO)ZTVISHI Y�0 I s V�/ 010-AL 11Y130 1NIOr YWO,Z X&K,Z-L N'3A7fA 31YO ld lenMN.9-L N,t%'fZL+LL YLS d001 NIM y,9'99W+OL YLS d001 NrYh O1S A00 13d AIBYQSSY IWNWI 3dl!-I du.z X li.9-L molfll-Y031'33111.9 X ftl.9-1 9UN LUN 3 llll YJ!>1IMVT10 03 WdLS3tl la.9 it zz N'ANA 31Y0 13 1 anm.9-l (IOM mAOHddV AIXI1SNO) --NI NII 3 WfA 31YO M X l3.9-L mOOa1-Y0311 331 ld.9%f1l.B-L SWOP TIV 1Y 03NNtlLM 38 W 10.9 S'N'GANA 3LYD m X I3.9-Z '42 SWOVN NOOD31330 3dld N1036 33L I3.9 x.9-I (IM mm�ONddY Alp NO)T ViSNI OEM m70N1-YO311 'f1YENI 'N8�J3}U 1 FL'EZ9+Q YLS m Nam 1 9'9'SIK+E YLS 00 00 'aN3A laZ/L-ZZ M .9-L N,9 TTO+OL VIS dOO1 NMI LEM SINIOr 71Y lY a3NNNLS3N 39 Ol la.9 T1VIM LZM "d3A Vf VK,L33L0Ad N'NOId'AY M X 13.9-l NOUJIB0 3d1d Om 01.M SWOP W 1V C3W LM 39 01 Xl,B 3VS'3ANA am rll x ld.B-z N,6'f Vt'E+11 Yls d001 tMal As Q3AO11ddV 'VoNddV OW 20003 331 I li.9-l SUN SWId 7T/!V rn-V3N 3a NI 10,B 1 N'd9As Cr AO'A Idd SWOP rn IV 03W WsM 39 OL la.9 sl LS3I.SLS MVM&oNIWSn 7NISM lllYNOAN Ol a300m-YmO SWIOf 17V 3dld AIOd SW,Z 37+9 QW ONDS3I.305ND OW AINO W= N,r6'6L+ZL YLS dOOI NM1ri OLD-M 1N13I T1YII5 xarc,c 9ML9X3 Ol N0a03NN03 SWOP 11Y lY mNM1L53N 3B Ol b.B aLs All3?lad AIAYamw mNOla 3NL'-l .3361N3$3NL!+L+a KUM UM 010-N 1N130 mNNd153N'10.9 3l fi ADD MOVE.Z X M,Z_L S'AIYA 3 V0 M X ld.9-I WE=93d).MPGSSY 1NdW 3NL!-I S'3ANA 31Y0 M X 11.9-1 da,Z X 1S O •OOZ-LA 1N130 a SW&TN lY 03NNHM 38 OL 10.0 mNNNLS3N'p.9 it lZ Al's3ANA 31Y0 IYI X ld.6-Z N�ANA 3LY0 N lN311mN.9-L ad 3AU kwi.B X.n-l a3MM-Y03Y1 3ANA air Ill X ld.9-I 3=li.9 x.9-L G39OM-Y93Y1 331.ld.9 X M.9-L �IOI.NWNEfIN 'ON3A NI Z/l-ZZ m .B-l 33113,9%fN,B-l TNLSNI (1Ynm mAANd&A=NO)mama TNISNI 71V01 l,9•f9+6 VIS d001 NrM Ad,,'�-t OOW3'NMSNm-IYa38 l,6.9'zu+F Y15 m 93M,O1 8,9'9 99'02+ZI NIS dODI NNYI N,9'OZ+LI'VIS dOM NrM OZM 3d&L Ll1O6Ydtl li►6 Ati5 vl av„ GEM SW01'TN lv 3mm-ym 38 W 10.9 gzm yy/yl T3dl(3ZL 91"9ZTA lQlOffl-Y03N SWOP TN SWOP rn LY'008 St 139 01 E A rt3Za LINBn6 1W0 VL-tb WO-M 1A030 WS ,.rn rr QiNY'kLf.N 39 Ol E.9 SWI01'TN IV mNM1LS3N 38 W.IG.B 03a001-YJ3N'ON3B St NI flr.B-1 SWOP lTV IY mN'Ygm 38 OL l.9 Alp N3d A791Gw IIMIOLN 3NN-L a3NOIS30 NOIldIHOS30 31V0 W gm 9 .Z it W 03Y�YMLC3M la.99 OZ 3dH AI3N 510.Z 31+fZ 3dld K SIO.Z it 16 -fY915N1 fE�n 301AN35 3N13 51{aNIDNIE $'3ANA 31V0 OI X N.9-I �Or Na'3N13 dI ONX7110B lno ZS 3A 6 aD1B N,9'9'9'95+6 YlS d031 NMl 1NI01'x m,Z X d01.z-L 33L'ti.9 X M.a-l 1Npf%3U10.Z%dMl.Z-l 1Npf)XIIf10.z X dIN,Z-l fiiM dL+.Z Xld.9-I TNIW dl3.Z Xl3.9-L cm.ZX13.9-L uonanpo,da:u,xn:agm Auz��+uo,ssryad uavµ„ N 3ANA 3LYD ld 20rM,9-l N,S'CLL+EI YLS dDOI WM N-A-WA AYO ld iHGM N,9-L S'3ANA 31Y0 1i 1 OIE 38.9-L SWIOP rn 1V mNNN1538 38 0110,9 siaauya,y mc;g0•A1uo wafo,d sn;,uo am:o3 r m`J`lal-Y03N'm y,B%f1l.B-L ZFAA moDn,-Y93Y1'33L 13.9 X m,9-L a�t'Y1-VmA'ml!.9 X Ifl.B-l G300M-Y03N'aN39 St 10 M.9-1 N,S>a1.ua5l�alssa;u,d;o,uawwsul sAaaLlgard aqI•Z (IffM GMHd.Y Alp 80)TNLSA9 (VO3 mMNdcN AI13 NO)TNLSNI NM D3'Q'fddV 9*NO)T1V15W TTVISNI 1 'aut•\t'Y�3JUt1 b30Z Lq,Nu•I l,L9'Y'E9+f NIS m h3MN mSflNa N.9.01'ZZO+ZL NIS 1001 NMI ,S'6'6D+Ll N YLS d001 NrM 'YOZ+6'VJ5 dOOI NMl II 1s19uu,saP slgl gEM EEM LEM ELM BLM El :SRON NoinnuSNOJ 3NI1 32Iij VM `UOIBUIIJy EIN anuany gjZL m IRRYIN 3NnTM L iv / % l r �." / 'At / tsjUauajsanUl S• i Y I $ceM '�� !� V Q M nw ma awm 3ru i uLI MYL93A w aYN0Y m 4w a1 mm ' U O IJ U I .I aTmLw 39 THIS M W M3771N/Md5 3Ma 3M9a a3TIY1W VAX bWaW V1 LII "'f A313 �� / 2�O V5j-,N Far W MIIOMN-40 Alp Mad all WLW 3M 71W EH7YA 7W Yl e r LL Dole 9£�� s}UaUa}.l d V 71 SY NaL9W30 AM 3a HIM allW&d�3a THIS RVkY 133ML5 Alp _ _ K V J �^, � MW 1N3IWW 0/I-M 7WM f t_x _•• L j , - 6�IV1 'I L a U O}LJ U I I�V aMLYi d G aMO Y d0 Alp Rd ZLL3WAZ<a 3S S 0 Mh'd3M 17YHdSY xMwo dAM)a m3LWifT NY1v3D m5LH57038 W 0 a3AMY3M 17M4dSY 3MI LfM19'LS M lad30 TM 11YNdSY ONMSIXd L1aMIS W d010YMlNaO '91 t _ _ - - /.+ S• ,/_ • NOI.voi-gLLN.301 1 W:Hd SNWMaW 3W 3ML aWWYY 3aVYWM X NnNlAVN Y NIYJNIM '61 ..-+�- ,n 1 9!1 J �Q. f1M !/ AT � SWOdW M0-'ZVAMnM BW aL.9YlA'WM 3e a j1 -� 1�W.9 i[ AM 10.e it I L 1�- .8,w1 lON THIS'sllt3ordsY3 3NL'SdS3M M[uI!aNl'S3NII3Nf!QNY sMnr M31YM '/! `, ✓' � ., .. 1p.1;�►I��% \� � �� .b _, / 9 /� 1 y4j' °aa is w,s� Aom amp A"aW s lMY rnYls slacr01v7atiYvpAY�7e is LWY S13MY0.aZMY SOn Y931I MUM mMYdlr�139 TAN iDZNLSM I - d- `/ ♦/ .. ''Yj� ! , SVW 2MW Alp 71Y(W 7LAV M a37D'1919 sNAfIdf3LYM Oam&v Lr l: m at NMlvrnlsm MMMd M3vas3a HIM [Sb33 3a THIS'Amw mY 91MLm$uA9m awn 39 al$lad 'zl - SZAl1 •L t d" ,/ •, g / 9 su nn 4tl76 r au.•Yrrlsnw 38 mta 3xim x3ua •LL � ; LL wv3 NaLww 30 AM A!LINO OMd 3W 30ASMI0 azionwg aD I \ �c,�' I �°�� 77W N3LW MNM UT Wd anwLM vvn 3�S EUVA( '0l sj y ` - ��. •�,, NMI' 10.9 l /- 11709-SY ale'NOaVT7VJ.Nl NOdn)a)3NL W GaKOYd 39 771N 3 t aBff 3a 30 30/S 3.1&WgO 3u W do SLARG5v3 30AKY 2MYM '6 'S&N3*M S dO IYl1NIN01'V 3iW 15Y11Y Sd/1 3,7NKlS M3IYM '0 1 ' / ,b�\ / / / ''•'A/ ..� r10Z-60r-09r:xnl Oloe f0A-03L•Pl / fl?G6 YM'--A IAA' A73 NUM&VA00 al CIMBM 39 77IMS SWN MW aW Zoe a7.s+,i'anuany Gun1-1i I m SOLI xcg'Od 9YMWAW DMM A03KO A0ASd3dt3SLa AW WOM AbW 00 AW Ol snLi 3S mmdowG ONV7 9 Dwvmns'2mi E73NDN3 bEWld 9NIlaW LW&W AA5i aW 310law ai Hamm Z dnoiD ju9uld%0A9 p puns Sal W 3MnMW ONY 3W and WML+TNWW3Y Sxa MXJnmx ad'G7/A aW a3711aW R aL sw w 3WWYV awl'SNMIJ 77Y 9 r Ct<t17fIS119J alsa3A%UdA=v3 i a j , J >/'j% Aa1Y7mlN9 MA MO ANON 7MN'MO(aYMIA10.7 Aba,A'IMl91C17 al NOW S37110'1Yr 30W rn!0 RUN aW AWrJ07 krM at MOLOWN00 S ssn�mxus val•na,..a ap0�,ulAaulmy,ssaae¢I SWAY 7TWWWA$ZAW9193v1.73YSk H!W Vil/ZN 71Y ,a�,•ua,,,aynY„�,,., ss s9z s:e.a I t91e•srszyaa+ d0 AWP07 aYY 37S•mSZ iwd Aa%v2t1AtdA=aL 4JL7lll w '/ i f f' , !' k1y�'• M / NOIL7V1aLSNa7 al MMMd 9IYN 76OINW03N 3W aVVAUGAG GM70513.7nd Hm 3LLNm=al bWrdLNW Y �. 1du WOO 7NM MMM3Le7 NO mM3a3L+3a Lu'tar so oar 73ao�A• .r iL MY on rrs 7dN1 a - - ` I i �• '� /�•�\ ,�� 94�� H121 ON 39LTW 30 3Z 3WNps/a AV m1LW lYMI N7[YN 7M15'9AM'Wp A0 mONaYdOE _ „I. :31 VJS 3W Md MOM W1D'A9 01-;UftW3 3Y MW 3Ya aW OaS3N0a smd 7YJINIip3N avlo7rna xIMI 3LLA6�007 a1� --_.i -ti--•--- � /Y a� 0£ 0 0£ a ► E S 1 1 9' I SHINOW Bl ao-q anvA 7YA0N lHl (y,� 9r-Q -I ��r.va }. /7MV d0 Al �aau! Q!J 'il JD.9 NIiLL:M. I I '331 30,9 NIHI3M SINIOP TN lV O3NIVKMN 3G Ol 10,4 SINIOr lR'1V 03NrV8L53H 3G 01 10,4 :A9 \ O60 M 1N130'G1S 11.10 Had 'lErWAJnO3 NO 3ossm 01,138 d0 1333 060 M wno'as A113 yid OWA Ed O£LL NOSM NI VADO 09C SNDIIIM,Z-1 4 N!n mNI&MY 32 TIYHS SINIOP TN '1N3lVNn03 aO lOaSN 0£LI � a3!OMaNY '•3M AliMS SYN LDS Nr7d SIN1 ONIOIlne 01 •M,COS Sn10Vd NOLL03MG 3dld M03a NORM NI V3O OS£SNf➢M O ,Z-1 _ 3dld OAS DOZ 10 SID 3dOH,Z d1 99 3,999 SnIW NOLIDRBO 3dld UN3 ONIG11n0 01 1VA08ddV DNIMV80 NOLLOf1 USNOO 3mrv�U016MYl dens to m tV03ry 3dld OS OOZ 13 S13 3dOH,Z IO 9£ 'GN3e zl1-zz IG rn,r-l aus3rvo0 6d 3a1m1na NOLSS38003 X OV31,1111 M8 1dIR,Z-1 71YISNI 801,1VOV dS NOIS3adrv00 M'3ANA 31VO 03UMHL,Z-l 1,6Z1'01+II Y1S d001 N" X m6m Me ldlh,Z-I tl Hi1 3lddIN SSVa9 03MHHI,Z-I E9M S'-YIYA U10 amgmi;z-: 2]O N N\ly I d 3lddlN SSYa9 mOnHPI.Z-I 7^ 1�}� c }� �/ I 7 (� I m3om-Nro3ry 33L maddi.z x rvr,r-I 7 J I' I`-' `�31"M L V�Z�9 V a,I'01',l•b0+4 Yls WON EmmolI SlNlor T Y lV mNIVR08 3e O1N0 b x rmm-V03n tl '331 mdd:i,z x rry,a- -- UDI},JnalSuo� L9M 3dld OAS ODZ 10 SID 3dOH,Z d1 GL mvis 1 1,9'.Dz+ol Yls 1001 NNW i 'X09 1014 01 ILWd 30KOad 8013Vd1NoD 09M C ,11111 9LMf Y d�1II 'ON SYd.9 30 KLON31 'SNOLLVON3NOm0 3 Job panss� V aD1 mNrcHs3H 3G T VH5 SWIOr TV S,a3aO 3V3ONVA fld TtliSNI '331 3O,9 NrHL1M. l �+�.,/ '090 S111M NOIL33Lfd0 3dld N1038 'NODS N0'GZOLi04103H smor TM iv mNIVH1S3H 39 Ol 10,4 Wo I S y m`W-YJ3N'ON3B.9v 10 rN,4-I X00 L1H 17309nH m1V3H-l Cfi0 M-HU30-GE U7 - _ \H U371J3eiJ ;1TVISNI VBda.Z 60D31 SllVM- 'llffJvAJnD3 a0 13351Y O£LL df3teY\NIC iJ310bd 1.91'BZZ9+Zl Y1S 1001 NMI 3dld 3AS DOZ l0 SID UGH,Z 11 9Z NOSNVO NI VA30 CSC SN1>11A,Z-1 99M DMYiOO LL ONI011ns 0M011n9 01 3dld OAS OOZ 13 SID 3d3H,Z 31 OS AGIQj.Daro tl 99M 01 la -11 9 X aV38Rl StlaG 1d1Irv�Z W01 H3F3YU1N 173POtld JOII53dns III ONI011nn 330 30 S ANIdd]N 31VD 03M(13MHHL,Z-l OV38HIY d0G 1,11A.?-I ,9 N9WM SWIOf TN IV mNNHLS3a 38 01 10,4 31ddIN SSVaB mOV3aH1,Z-J. X OV3HH1 SNaG 1dIYi,Z-l 060 M 1N13o'OIS AI73 Kid amM-V9311 03NWdIS38 11,131YNn03 NO 3oGSry -M mddVl,Z X rN,b-I 'N'3ANA 3LVO mav38H1,Z-1 OCLL N Wing NI VAIO OS£ M,Z-1 7TNSNI 3lddlN Me moV38H1,Z-I ONIa11n9 of l.911,',99+11 YS dODI NIM a3DDM-YD3ry 3dld OAS OOZ lO SI3 3dOH,Z 31 Ze z9M '331 mddYl,Z X M,i-I.nawr., anw 3lYhSVOVlvN3a 41'Et'tl OILS3rv00 Bli 011min9 7 YNIV I ao1dVOV '331 A NIHIIM l,9',SL'00+O1 Y1S d001 RW T3dR3Z1 SNOISV3a J3M15.1MaIn 9LT0'll d15 NOISS3Hdry N X IVA X SSV 1 INRL,Z-I SINIOP TN 1V mNIV6128 39 Ol 10,i I N 3ANA 31VD mlN3HH1,Z-l 65M O6D M TV130 US kJ0 aid 13&url 71amens im oNow 91110100 TWIN MG m0V3HH1,Z-I '1N3NLJn03 HC 208SR OCLI 'ON36 16Y3,9 30 H1031 ' 233N`JIS30 NOIldINOSEIG 31 33 Y0 m90n1-V3311 L mddVl,Z X rh,i-L NOSH NI WO O9£SNINIIM,,Z-L V NO3 03NIVNjS3H 36 TIMS SlWT 171 IIIIII{ TYSNI ONImIOG Ol ,995 swil N'OLL331330 3dld N'133G ! l,9LU1',4-L9+A YS dCOI NMY 3d1d 3AS OOZ ID SID 3d0H,Z 3l C9 m0901-V93h'GN30.4 11 1A 9-t ` s9M :31153rv0O ZIP ommine :11v15M uononpvda,m�,,aaq:o.:unre_u03ssl—ad.a..,, aO1dYOV dns NOISS38dAM l,9'9Z'IB+6 Y_'S c001 Ntr, i s,loauymV me1gO Sluolmrmd snp¢0 as¢m3.0 99M to.10,4 11 B X OV3HHL S6YHG 1dIll -1—S T—!SsalD3d30 IL'2W.11 1 s,t�cnyo+tl�I L'Z -008 1SVd,G dD H1OH3l N'3A1VA 3LVO 030618111 '�¢7:'Ntl113JIA0 61oz 148u,(d0O.1 V a03 03NWMJ 39 TWHS simor TV 31ddIN SW88 m0v3H41,Z-1 � '009 15Vd £3o HLN3l 'LZS SOIaY8 NOLLOTL430 3dld ON3 :n 5¢u�wp snu, mOOOIt-I tl Hod mVD311 a 3G INNS c`.0 1,11 03Dp01-V3311'WII9 SI W M,4-l 33L mdddl,z X fIY,b-l m00n1-V93ry'ON39 54 IO fry,4-I 8 -iMSNI TIVISNI --iNSNI 1,9'9'19+Z1 YS dDOI NIVh 1,9'9'1.'LZ+L l XS d001 NMI' l:'L6+a YES dDOI NNI9 0 49M L9M LSM VAA `UMBUIN S310N NouDnUSNOD 3UIMBS N3iVM DUSMOG 3N anuany u}LL S0133 SRs W07mw 'C)'1'1 `SIuaw}SanUI � � I _ U016UHN aM ooFtil = ', .w D6!M 71VM UIS NOLWW X Alp 2j 0.3 M7d O3TTY15MY.3a 7m1S s3A7Yn 7m u - sluawliedV SY Nomnw dO AM 3NL NUN allnM8M 3B 7ms 11 W 11iXIS'(ra ism •`•w R " /' / i �' f 1{JLd U016UIl.Ib 7ralYdlN�r�LYdar1-B7nL3o 0b1aN115 N0I„4V1AA'd0 AM Mad Q3L3rdlIGO 33 7W e VEW 1700Y i wears 0W a96CL:AYV NY IV X aRW 3B Imes a;i6t%J*kkGy BSSM l ►., .►_-plA Ar,IMaYdIS M kldYi'7LlY I71ma W.1m 1/X11YS 0r et3L0YMm Yr •b y M - 6SAAp ot 09M 10 1A WOL DULLN3Q1 JJ370W1d • '�L xQa srNraaul3dHf M teWlOW 37AAMY317.r 1YMmvnY r A1YI,VMY sr �:. 1: � * • s,bmw Mo S2VOE'1B am Li3IJ•lMLmw 3a lON TM S1N AMV 3NM&M m3u OW$rmu aw S1WM mum Y! SYAY 09 Na'Od1 ;,1� o:sluze 131✓d9 A901M @SO�lON 7m6 SY?7$L4NN! SY)O8 fAleY!! ■ �W. "' S9 A 11 OVY S13kS17 Jp01 O'GT!Y97T-Y II'Ql'dYBICTtl w 7M'0742i4 rl ♦' .. / ' / i ISO "I. SMWI M3NN AM 7N'aw 7v M a7mi-W SAm991YM mom YI NiWy nsv at Aw M7A;X w M7ANais NILN 03LWM3H - / •�'C'1 r� 41• /r y° 39 TIM AWW OW SAMV307 WLNWon WI MOB 39 01$3LLY l 7 vW OMYONIOS AI10 LY7MM/p i .'� I R `•., •ti '� f/ / 3W AO NM0N5 SY iwm19I9W 3a 7m6 3D14L35 mvAI '11 ` ; - �� ; / ? � ! ^Q / \ / S 10LlYN1SIO�2I' 1N3AGW AGIAMA'Ydo ALO,01 WOWYd 3M 3 M a svmm a 39 77W AM M3IYM NNN 777MW GnYYM SW-709 S JWVAJ '01 :SaKVJ � ��\•a � � /2 b I fLZB6 rM'✓ 4 4 uany p.;—lo 111 mm se MY NalYnY151V AYId7i Alp 3d W aMOYd 31B 7RM ELM 3M 30 306 31Nmp917 30 OIL d0 SrN3 UM 30,vw M3IYM •B 300 0z i,' 0 rat-asr i mo oloz- -Wr•11 WYl A03UR S S7MY, dO MAWN Y�34W 1 SdYl 30AW UUYM 'B •- �� ZOZ aLnS'an1 SOLI•8'0'd :(lZiW03W MAW W0 LM allW M 37 77NL4 Wild 3SH OW S • l �� '� $ � -I O y j /�`�,}f L4RS 1N3Wd0 3Cl 0NV7 9 JNU3AXnS'J,1N18#M7ACi W�'��ASCR AW *%AffW 4ftO MY 01 j• A y�\\\ ♦ ` i bow 3K 1111 ANIZ3 AL941 ow 3r#m 01 bw,,lAt1T 'L � �i s R.•' \* i %•, ,� / dnoiD ;uacudo/aAap punoS MVW.mod cvn sn snd svxL srz�wrswtn A°� / �✓' J / 7aF V,y'� 7 3B Ot S OW a7 Mad IL44 Mu7M 77r1SM .W1/LJW73W an S- 3AYZ33i/ 7Y 'S Orb '�'� ` • /� tNN11Y1SNOJ` I � a � i� ♦ �F• .+� rlcm A.261 M=Y-4 I \ 4 f • w AM00.3MY1&MWL3 AMIWI T7W MWordWX ACUOMMVl7 W SYMMd S3lIL7Nl1 ONaSlt3 rn d0 1ad30 LLW NW[VX7 k4a OIL NaLov= 'S • ,'\ DO /' , ¢ o % 990.•IOm¢vp 9uu 3 +u+0�^l.V+191ry{1MN91L1 SriA!74aNbfpJ'r$SWtTHk7 3'lLa3 a�H:LII SL'JiLR rn T �J 1/ww�wVlp+R+a pts'csi`GtnM IflcYs.T.r�+ 30 NOMY007OW 3ZS a3S0o1:Wd Ai0'VI)WW=OL HaL%&AW 'i nWIOYWLm W aw SAYId 713 won \ 1 4 �� O' /'• 3NI ONI'A0M3N3 LWX1S 13,70d NIIN 31NWL84700 at eY1L771'YM/UVa 'l � �\ob I _ /'• � %i %„ ,..ti du Oaa7 I MO Off Z Y W1'770WI a)� M70MI a 1M VdM 7 H121 O N NM WOWRWOWa701A0Md 01'ILZF OffCIB-ILWX!A'OWI bY3U - - �`OS OS OS - N33N do 30rs 3OMMp5Y0 No mLaN 1Y70 A01NY 77nLs s+nd uv.7 Na LnON0.Vd •�•- __ ��_ 1 - i �./ I l0£ _ „L 331VDS 376 3dld WlS3N00 "rdNKiB LM 3WIIMNL3 3NlLWffi 3M1Y WA'WS;LoJR 0 MOl �==� -` -„ v/ •% . , ./' 0£ 0 avrre 7r,MNnp3rt WLmrna NaN 3LYNPWp07 W MolaYdLva7 7 ;� �lvm 5 1 * 1 1 I 1 t ter. -�__._ n LI�SO�SD-��1. L• - - - r, SH.LN0A 91 80 IiVA 7VAOad S1H1 jIYOL9 jo eUL6 to 213HV�RN JNI:4\�NQ Y33HS 3II Ae I Sl r�r,^^_ • ` ` 1 ,^ a310NddV ADOSVH NY7dS11V rs! OS'lSl = 'n313 JJ J SZ'Ltil = 'A313 j3 � �1� Z"O C•h U�1 ` �, - s %(,l £OQIA OS'8b1 = -A313 ii ZJO19 11 42 IVAONddV ONMVNO NOLLOntLLSN00 ^ � Ivy :7 Y HinoS NHId LLOZ/9/L 3 a v it- 30In�13S 831VAA uoljonlisuoo T , ax � �`� � `� ( ,1 a [- 3vunxr.,,rxa jog panssl Loo isv �L 1 :AGa »tta irk w W W w W W LfM' ZYM - L7- w w ,I 1 a30V:+'VN 133108d "r' W. _ p w, SUM w It N - w ( kmOQ,►jl£4 .>11 LS I .ie 03AOHddY ,>1c£SM 1 LSM M 1a '�1 1 " • x3enll:u3roxa ` KM }`C.r dt Sa 6tm 10,t•P 16or 84M !� .►f1 C �'T t �.ti!1-Ll a,.ir s7 ! ZSM 3 OSM � Mc}; ; 4 oa Mn. sLostAw liiS 9 II * 11 j■ # " ^ " 10 j"31 aL 1 !; 1 SN06Nid� 1"i � � [ •] I' � �'"• � 3 I �(7 T30(Ml 7121.1 T 135 1m Vim t # ; OS'8b l = 'n313 ii & Mm+^Y SL'L51 = 'A313 33 �' d I' os st1 = 'Xm JA tl6N"JtS3G Npl:ditlos3o 3LV0 ' ! 1 I R1 i, ! 1• C OQIA MOM 9 JQIB S Ol]lfl A I ^ �! _ f , uononpada:_ :ay,o nun:nl umssru,adua ; - •, <m - ' ioauy,:va.qo'^luo,> o:d elq,no am:o;'C 1 3 , C X aal'.s luumsszlo:d In;ua I'ur s,00,lyoxV au1•Z _ aD • II n .'! I Oa Oy ;� �'1 '=Gr nvLenlAaelo�,v�l,,cdo�1 .1 .,, 75 i .,..• if 'S;•�t � � y� , Irn VM'uoj5uijjy � .� of on '69M 3N anuanb'4J21 ,�,�m ly Hl2JON .0£ - „L3 q lMJS I r j F lc '07� Ls1U8w1s9nUl s /Il r. I, r1 D Uo I6U1 a I `d M of 6 o� (-, � . a,y/09MIcfl � ;1 VED 133HS 33S -3Nn H:)1VW -M lO,9 SlAIOr TIV ltl 0308153a 3B of,4 sjuawjjedy I AW170''WAM9AWJO AMZGd GWLW R 77W04YA TIY Z/ 060M 1IV130'O15.W01Dd Jed uo}6UIIJV 'mm3Y llNI>nA Z aQ IOASW OFLL NOSadO NI tl/00 OSf SNINIIM,Z-I 09Z-M 1Hi30'OIS N01ONnHV aid SY AO11AA'/ib'V!0 A!p 3NL 1alM Q31Na0N00.7 30 dJAG MAW Oki Alp !plYd LOI131Yd Oil-N 7N130 3R 30 9 9NIQ1131 Ol 3Nn NI 1N!Od =t�Oli1'JIdI.LN3Q1.L03(�ZId MWN..S AYJL'M Wd0 ALp Rd a3LTAM 39 TW NNd3Y 17MIdSV NIHNM SWIOP TN IV mWIVUM8 30 M 10,4 3dld OAS OOZ DMNOG 91 9NimIn9 HOIH lV 3Nfl H'OV3 NO OVA aro,I TWSIL' :u Wd&W 0310YddY WY 1Yi0 IZRX v 397MIS m'OW 17144" 301N9YY15 M WiM TMa 1Vl&V QMMG J/1711YS 01 d01.0YMIAUO 91 O60 M 1W13II AICI aid a01dVQV 1143NNnM a0 1Z-1 NOISS3NdWOO dnS X QV38HL SSM IdIW,Z-1 Sf/I13OMI3Ya au maw 3OAYM9IO X NLIMNMY Y MYVMW SY OCLL NOSaCJ NI VAOO OSf SIIDr1VA,Z-1 B d0 HMN31 NII N 3ANA 3LV3 a3am L,Z-l �0 Ol 33L d0,9 NIHllM mo3a rga SLNIOr 1 1 lvyyl s8 3dld OAS OOZ 10 SID 3dOH,Z 31 4S V HQ3 mMM1.flH 30 TMIS SINMr TW SIMOP TV 1V MNW0 8 30 Ol 10,4 P'B SSVdO mQV3z x,Z-l H3Dnma rW,9%E-i P tb, 8,d'6HN7 80.SIAa7Ql6 dr301IN mla'INfm 39 amn-vam wo 54 1a m,4-1 m99n1-vJ3N'33L -99+Z M S X,1 r l .. OH53W00 9l�910mHM O60 M 1N130'OLS Al1O aid 10,k r a'e t ,' be lON 7M6 Sd19/I35Y3 3NL73dS3Y Y1N0 ONY 53A41'3d1d ONI'SAtlMI 7Q1YM 'iI -WISNI TNISNI l,S',ZSS+Z VS d001 NNW H01dVQV NOEMHOO l,9'64+9 Y1S d001 Him '1N31tlNnm HO 3OBSW '1N?1tlAIOD3 eO'dLfi-Z-i9 dn5 X mina SAMfi lm,Z-t DELL NOSNVO NI WOO OSC SNIXIIM,Z-I 64M tad'On ovol 0I0ad5 FLLW,'Lino SY3YY 0 9 XAM M'3ANA 3iVD m0tl31H1,Z-l 95M ONIQIIIIB M 313HONO3 Vl-tvo 15VO3Hd 3l!SN:010-I I31NX0 NM,WI arA 361ON 77NLS'7M6 SM007O.1.Pw SMOO70157N/Hl 3lddlN SStlaB mOV3aFIL,Z-I 3dld OAS OOZ 10 SLO 3dOH,Z!1 62 ON39 BVd,9 10 HSN31 AIn03 60 VAOO V09C SHIN,,s-L aVY SUM M707 OW ISMf/-I93N AM ammis7Y 39 77N'aMLAY1 m99fn-vmW 33L mddtll,Z X m,►-1 ON36 JSVd,0 30 H19N31 :OUS3NDO Ld ONIMB NIW V aW 03NIVUS3a 3B 01 SWIOP TiV 10,4 i.C SNMY N31KM Afp 7N ONY T7a M 07171'1SNl 5MMd3lYM vsmoo T'I IN15N NN tl a0a mNwll53a 38 OL SWOT TW a01dtlQV N01553HdW0O mO911-V93W'Om0.Ss 10 rW,4-l OFu'9 rW.C6•^-I SS "p'7X a,B'L',Y£9+l YIS mm a3N0'1 mOON1-NJ3N'ON3B.S4 M M,4-I dnS.X Qtl3HN1 SSVdB 1dIW.Z-1 MISNI 10 NOOYT76 M 01 Al"h9gl2S70 HYNARW IQMI MM3A 0/J� 1,S'SZ'S9+L Y1S dOO1 NRri R 77W AWM OW SNOQt901 Q3WIl0lY yMQm1e 30 OL$OOf et INSNI N'3h7Vh 3LV9 mOV3NHl,Z-I IN3NNn03 No'dZff-Z-L-159 l,S."Y1S dOO1 NNW .61H SSYNB m0V3NHd,Z-l RVM Nd'an mOV01 ON1Hd5'rok'myA 9 N@I11M 55M Q3O0nl-YO3W'331 mddtll,Z X WY,4-I 3ABONOO V1-L09 n2Nd 311SVO010- "-;6 7 OYIaA.y b IN3dLYlA7 0Ff39 15tld,9!0 HLON31 050-M 3HL NO A'MONS Sd mLAOdILS,/OO. 7MS Yat�'K C3LYM '1! SINIOr TN IV mNNdL9a 30 Ol M,4 IN15M l,S',B'96+4 YS d001 NNYi LSdN1 IS NOIl't'�T.LSIRJ3�' 33L 3Q,9 NHOM ZSM NIW V a03 IaVd S3a T Ol 3dIdS11,1101'N TW 1W130 1.LIO aid rGisiS NnOd OIOVd SN3S O 3H1 O60 M 1N130'QIS.WO Had 'N',094 SOIQVtl NOBO31330 3dld NM3B ONBaodd05'a31.3W ONOOdWW Sn5N3S,4-1 x;v ALMOVIS SY '1mNAH1' a0!DASH O£LI SINgI`TNOW A lIV130 tlWS AND Had 03ODM-VO3W'ON36 S4 10 rW,4-I K;:jti^--, 1XMtiiS1?N7L%my x Alp.01 alm1 d-w 31mw 0313'k'LA'/Q7 NOSatO NI VAOO OSf SNW11M.Z-L '1H3WtJnm a0 3OM �ISNI Tl'YiSNI 39 7AW A"a'11YA Ha#T77T2Yd Qfn&W S W 3,01469S 9UM O! OMQLOM Ol 30,9 SIMOP TN lV 03NVdLS3H 3A 01,4 l,9ZZ'Z6C+0�1lL1tlA a3LN3D b1S dOOI rm OfLI NOYMJ M VM 091 SNDnvA,Z-1 l,CSI'55+1 YS dOQI NNW E4M 3dld OAS OOZ U SID 3dOH,Z 31 Cf Ofi0 M 1H130'015 AIYO aid FlOL-rob-09F:x 1 OLOZ-roI-09F Fl MVW-SY OW No0YNY1SM hWn Alp 24101 aM Wd 39 771N :O053W00 Old OHMIDIA 3dH OAS OOZ lO SID 3d0*N1�fIG 9 'LN3NNn03 60 3OBSW BIM CLLM6 YM'uom�P-N dwv 3N1 dO-7m 3OYYYfLm 3N1 at dO SLAM19 3OHN35'a0l '6 aQldtlm NOSS3adW0O DELI NOSHPO NI WOO 05C SNINILM,Z-! A 01 Q 3a 10NI t 7N ex alms V-1e puol p gill SOLI IV''Od '7a53N00 BI 9NM10M 11nm 01 100d5 M.o- d115%OV3NHL SStlHB Jd<I,Z-1 ONlolln6 Ol HONtlNB,9 NO,ZZ CNtl NMY,4 NO AVM HOtl3 9£dYL AC1311L.3Y S 30 IION/N/M Y 31YN JSM SdYL 3741YiS N3LYM 9 HO1dVQf N IS971dNQ7 add OAS 003 lO S1O UGH.Z 11 OS a3Onma rW,4%l3,_-I 3'3ANA 31V9 ml»3lOIL,Z-l ,Ol 30 H19N31 tl a03 mOOnl-vJ3W$IM- 3h S3JLIY351N3Wd073i130 pNV7 9'>NU3i1 anS 9AM9f33NLN9 dn5 X NA R SSYHB!dN.Z-l :OnS3W00 f�ONIQINO mOOnl-vO3W 10,9 dl CZ ARIYAixHM/LSD W dt a3 r.%R 7W SNYM 3SPIL OAY 31ddIN SSVN6 Q3Nm,Z-l N'AN31ddIN SSM a3W RL,Z-I SWIOr N N ltl mNH153N 30 OL M,6 dnoaD uacudo/asap puns mOOnj-I 31ddW SStlaB mQd3HHl,Z-1 aOsm ldih z-1 5'N'x3Onma 3DNv L rW,4 X v•9-Z SN.l 01OO Y&W A?ALN A /,W AM ANMIO N7N10 A*O1 31L mddtll,Z%nY,4-I dflS X NA 31 SS03 8111,Z-l 331 fW Y,ll,9_l mNNaL�a'331 PA,9 X,6-L NO71d 7NIMlLiYM ydLSR3 A1RC;1 yA'3XAWlM OL dULOYNaRV ( mO91L1-VO3W'33L 03ddd1.Z X M.4-l 5 3ANA 3LVO mQtl3BH1.Z-I 11vis INSNI I1'VSN! 1AV17RSN0 „ H,1'ZI%9 69+Z YS am H3MQ1 -WISNI l,S',44+5 Y1S do01 HIM 31ddIN SMG G3MNHI,Z-I 1'M'I'$+I YS dool NNA' N,4'4'6'9C"+C 7S dOC1 N ry WYLIVY 3NOSS3Nd OW 30 NOf SAOOION3NN003Y Sd'3YN10Y10A" 69M VSM 039Dlll-V93W 331 mddtll l0•Z X,4-I 94M Z4'M ad'a3MYWW OA'Y O77I&W 30 OL SWIIILV 3NfZNY DIN_57NfWU 77Y 9 IlV15M l,S ,919+4 Y15 d001 NIYN - 331 30,9 NIHOM 331 30,9 NIHIIN ISM 331 30,4 NIRUM '33!3C 9GOZ-IGZ9G\'.tt'1,aia.e3 anl,Q a,a.�auuclN,sa,119i[I 5L67A3 AU43d3i'JSp Y 1/ SINIOP TN lY(IMUS3H 30 01 10,4 SIMOP TN IV maMMIJ 30 Ol 10,4 Smor TN 1V mNNa 2m 36 01 10.9 ,9 SINIOP TW 1V 03NWdLia 36 Ol,4 A73 UMV X3 MG A"MIS dYLOYNOAAO Awnyaw of M0A'd 060 M 1N130'QLS AOO Had 060 M 1NDO'WS.WO Had '33L d0,9 SINMr T V lV mN1tlam 30 01,I 060 M 1WI30'OLS AIIO Had 060 M.lltl:-'0'CIS 1110 Bad ,.uou:aynp,+on.n ZtZ�6�i.'SZt f I91E'fi5Z'9iF la, S3(W olpW 71Y 30 H1d30 aVY N0Ur O7 AR"O1 glWY21M 'S 'IN31VNnm aO 33BSl4 1mlim]No.3mSW OUI 060 M 1N130'OlS AIIO aid '1IMvAjnD3 80 3DOSW OCLL '1113NNn03 HO 1O9R,, OCLI NDM NI VAOO 09C SNONM,Z-1 NOSM NI VAOO 09 SNX1W,Z-1 'IMNn03 80 3OBSW NO=NI VAOO 09C SNINIW,Z-1 XL NOSH NI VAOO OS'C SNI'A.NI.,Z-I SWY7d A:IPN7MW S,yM77170 3WX31IS3Y MLM SIIM 77V ONInm CL ONMIYM M O£LI NOSM NI VADO OSf SNIXIW,Z-1 ONIalIns Ol ON1011n0 Ol Jo NOaVJa1 aAY JIM 23 d Ad2f3VIVM)M 01 W Wa0 0 1 3dld OAS OOZ lO SID 3dal,Z A 93 3d1d OAS OR lO SID 1113H,Z 31£0 DNI011nB 01 3dW OAS OOZ 10 SO 3dOH,Z it 95 3d1d On OOZ lO SIO 3dCH,Z 41 IS MIIS3W00 Sit ONIQIN -OH.S31100 4/SHIMS 3dld DAS OOZ lO SID 3d0H,Z 31 9C 'OIIS31400 Li 0N1011n0 :3LL53W00 Zi ONI011n6 NULT MWOO QL Y"9M7d W MII7pM HOIdHOy 111155 d M Hamm N06S3am :ous3WO0 91 9N0lIne a0ldvUy NOISSRACID HOIdVGV NO!SS38dWOD 311 aVY A' I aNL10513a'H NNM 3ANM1 m al dOMNNAA7 T dnS X aMHL SSMS 10,Z-L dnS X QUM SSM 1A,Z-I 801dV(W NOISS38dY10O dn5 X QV38HL SSVHB AN 0-I dfiS X 008KI S9Ma 1dIN,Z-I M'3ANA 3LVO maUHH1,Z-I S'3ANA 31VO maom,Z-l dnS X X18M SSgG IdIW,Z-1 S'TM 31VO maU8Ri,Z-I S 3ANA 3LV9 m0V3HHL,Z-I r. du'mm NOLW lmw 7GIWNAS 01 LICi717OY 31dm Sma am&L,Z-l 31UN SSIMO Q30V3MIL,Z-I N'3ANA 31VD m0V3BHL,Z-l 31ddIN amNH1,Z-l 3 idd!H SSV66 mOV38H1:-I V hl N0/Y2W NO a30dY9d 38 01'JZX MID Off 73,IIA1'A'aA-A M XW MY Z m99n1-vom 311 mddV1,Z X M,4-I m09LL1-11M 31ddIN SSVN9 03MMHHL,Z-I 35Nv-u(13MURL X 11,Z-l Goonl-c03,Y IMSN '33L mdLK,Z X PN,4-I Q3 M-W3W'431 mddV1 IO 3 X,4-I 0390nT-V93W'331 l3 10,Z X,9-1 '331 m8dV1 IC,Z X.s-L W21V l0 JM 3kMM NO adlCW IHO IMM TWAS SNYW 1W7 AO a7a w H,ZZI',£YL+C YIS am mom --MEN l•9',016+4 VIS 1001 NrVR IWISNI 1,S'.TIS+C Y1S d001 NM1 ITVSNI l,4'9Z'4 Z6+0 YiS dOO1 NWA 7-IKSNI 1,S',6Z+C VS doO1 10116 3Z/S 3dld MOM 'A MM OL-10110 1M7 3/EMN-W aW 0115311'00 YOd 09M ESM OSM Si•M Lirm SM7d 7rVNMp3N 9N70MOa NQM 314NAAW OL W190loW 7w :S31ON N011-D b1SNOJ 3JIAS3S 2d31dM DUS3NOQ' I L WZ/9/6 0-5 00-V 00•t 00.z 00•L 00-0 uoi;onilsuoo Pl. t # V �" a A W aol panssl >f 5� �� ti I{� V7 N Wo 1s`d .281gn.�oEN�c�Ia ' I ,S=.1 :7V,?LIY34 N: 'r'>0/9 71YJ30 Kid XOlNI,9 38 71M15'SAYMJIlYM ,OZ=,1 :7r1NOZ1bON �0 1 SNINONY BL NO3 on; 7YA021ddV o 3SONl SArMXNM 035�'dXi 3Nl SKNHWA'3 OWY SS3OOr30M 3lb'>S 1 "IIYl30 NOUVMJSNI ( �1- I 31V0 I d O2�d ,Yod swd 3dkOSONr7 33S 3;lrjyns on 37 r"O EHIO 1 NO 313NO smo!0 monawoo 39 al NO10N Aa+Mb OYOk3 S530Or,dl t v3 I aNd Nb'�d ?�3M�S v3aw1a3asrNalsNnrrr N 30 AnO 3N1 HM CMWION000 30 77WS LpM68133NLS ANO L33➢46 3IIQ 3N1 h0 3Nl N�3 H i�J O N N91rd LaA[DSYd Orl-L'7lr130 NOW Aa/W7W 30 ua aMOMY OW kW LIM Nvld SINL I 1 Kid Q?LTWW 39 7D71S dDYBY 17Wd5Y AYWJ d"¢NAYddr NN•lydo MOWN Tmrlol IViOMddV ONIMVd IG NOLLOnN1SN03 M' � Rkm TKi LM+ C3'dSY ONU. L1,7 n OI dt)lOrMl AC7,3 Y 31J li�Jt1IMt±>ta I I wzsl-3N'uD O .9 31 A774'dOhYlA7f'Nrw MY7✓1N1r7YbOdNI fLZrl-3S TO Old.93 1 NZOV-S'OM.9 31 SNl ft'1I{•WI 060 55 V 30'OLS NOLOWIV 3D AAA I !b•f'jhl'S9'fsd0 ns S`% .iB o3%O3HJ 7Lpld'OLSIN Ow 7YJINN03l039 71r NIdN d33A11N 37AYa'n.Md Ndlr&AU Ckra m L W ®t - UWLW 36 TM L OWM OM F-I - OEL 3 7S30YNYKJ=OWd mHu 7sl marmr 3f8r1 my361Jnws7LFN T0W5935 I _ I '�P NlNl17M SI NO7S30 K3M35'161l1 3NtlMr 3B 71g7S 547/0rHl/NO r oro-s Mal'als Nocyelw do wD N9l oloro-s'1M.9 n It , I 110l1tYl3od amrl9 of aolaa Y,9991'Qn9+0 YLS 1CiI.3;x :AB CluolladY armw 39 TM6 HVW3D DAd i-I l Afato K wo O1&OWId MMd H03H OMI"V 70IM TI391tifL\iJ3rOXd Ofi0-SS 1N1.311'NS NOL7NIRI01. ALL0 '�� OW-A Tn3a'�NW7NalI 3D AM 7911 OIOro-s'S'd,9 it fi{ g�hY NO(1rAM NOIlWAOd Alnun Ad"77VNS y010Y21m 'l x0maL3N3d aNW1919 of Y09M Nar01LIa0d DOM Ol voew 9 911 SOU YIS Y3R5 N 9 1l 5S 1 ,yt• f' a3MJDN 39 TM N WXQ OM.9-I 06D-SS 3A30'OIs N0119NYM AO AID C7TN'LSW 39 TM6 IIONKID DM.9-I _1OI olo'D-S-d,Y n anam 39 1rN1M3 OMmWellmu own m9-II T!I am a s'1d A a Ot5'lil3S of 91o0Y16 yFYO �• titl' -37N130 ONr SOH9CINM15'Alp Kid --�••, -'a- -- .1.---- ------ a ----------- sCL 03> WdL3lrM 39 77M1S 5310NNrri'K3A135 AdYLNlS '(� y�> s�pB1pt o6ois aMJ3o nis xoL0W9N do AM a�olon .z ruAxz�r3s w Sys aiaTs 11 - - t fh00[0<5'O'd,9 31 9Zl � M (N�M N XYIJ OiT iW 39 TM6 LOM3D Md.9-l 75 1LYlE s oleOVl9 � � - - - I olo S M3o 060-SS VM1Ta"aLs Nmmrw A AID 79l 0100-S'Ad.9 3f 99 I D 0 NOaM gN3d OMOION OL tlOPM WE lz am N !ti t9 J��D- D ;Nssoa ' OB WW WW Jo=Yid •r c'rc';i I Qi11'JA0 3fi 7M6 YDNRU Yd.9-1 D16 am 9 ONINIII9 Ty{A'0.5'�'F 1re'.15 cOS:dCdd W`�l S b Old.9 31 TkRY2 lzi'N6 ' 9{i0'{I -- 1191 0{0D•S'?M.91109 _-.._ �'!L�3 04L 1 SNOWa J3S TWO 9L 9Z'I-0 OSD-S TMl3O'Ns Ig179f9 d0 AID OB.9L+N YL9 Y3f39 K 3awl wu9NAS 136 yo 9r1090 0 Trm u 990931 OL -I OlS 'd3NOIS3O NOUdINOS30 3ivo a331MANl 38 TM6 uNWM317 D1L.9-l 7m oin-s•3'd poi "yd F _J_ I Z'B%I YLS!Z H 'N dl 5ll 9�9 Bl ONg0O1-.9Y 13dAL Z H16S -a�n$sI 0a 9 S O N _'�_r _ 010-M V130 TLLS NOL'N(IZA'!0/.W lad pop vis G6p-�S TYt30'OCS IALON9M!o Aiq uoponpoida jo asn iay+o Xuejol uoiss=d u.yum gl s To yid�� y1��T�} yd j s4L I slvliyaiy u!e190'Aloo laafurd snp uo amao3•E I __ - -_ I OZD-SS YlJ3a TILS NOIONIAN d0 AID Yid •ao+n5a5lc¢olssalmgo.q..=uL s,5oangoa ayy-C _ - 9NTCl•3•N OM.9 3 'NO 010'0=S"JM A ilia hB9Zl-51!S'I .9 31 3I 'o01'A^dYC3YA0 bLOZ i�!�doJ'[ 01V-3S?OM^m OAS SM Sl ONWOIIB �d and A h6511-39'NI OM•9 W :sr Sovnery s+ul 1,9 M4.1 MIS tao N Owz M70'NS NLWW l0 Am oL0_ss A'13 Ia aao'0000.o rs e30s N DIS 010-M 700 W NaL•it W ID ALA ad an M=l I mu I HIM NDVWJKM ON01t8 M UNd 'aL9 NaIONRYd 30 Al"Sd ' WOO-MY'No OM.9 3_ - _ � ��(( "- QIWM 39 TM6 lf10M Yd.9-I- UWL=MN 7f10 05.e 3 __�_._- _.--___.-_ Osl�3 I WIN AN m MD0 Yid OW -ALS A OM.9 31 NMI 0100-S s*A JI It ZZ8'K=3S'NI 0S.9 31 1 l0'LYl-AN'1I10 OM,9 3 OYroYI=SA OAd,9 3 � 3JNY35 Y3AL35 hl ONQNa9 ZA'tfl=S'NI aS,B 31 ll'lal-S N OAd.9 3 0'01-3S TO OM.9 3 i IIf I ZB'KI-3N'NI aS.9 31 I LI'm-3N To OM.B 3 Z1'Llt•AM 1 Z9'lfl-IIDJ VM 'U 0l6 U l l.lb+ -� llYYl=3 i v1 SL2CK r>s YiM3s N I p1�gL1p1 Ai i 3dll'ul4 Hm ---- 3N anuany 4lLLIV p co 1 's}uauaIsanuI / � �� \ 9L DOU u016uilN aM \,, 01� \ Ll` �1 .�A\ _ _ .OZ ,.L 3lb'"JS sluawliedy dz ol oz �Jed uOIBUIIJy l 11 '• i \ULL�'JldtiK]al iJ3f08d% / X 4'. L a A�as� 9cccr'AdV V � \��•. � } rr�A�V �'a �� ,li - �'.. y�- _ I n" TI ' I l! .•1��1 - ' \ '.• r 11 , L 1�"NS Gas \ �� • �•� � r l } t �a Q�S� } 1 II v I I } + 1r! AW I J SdWF LS�IUII.42IiSI�J3e!' Eti ��aS v y O �� aez-ror oar:m9 oroz-0'uaw�-A) rCZ86 uno)Y z0z ams Vl-r puopnap rl dr SOZJ+nY'Od 4 I I' 53 I4VS1N3Wd073A30 ONr7,r ONU3ANn5'JNId93NDN7 �� I } - ._ 1 k, 1 dnoi juacudo asap unos \ �1 4. \� . ', _ �' ,! 1 P 3 b3jON,I I B60Z'IBSBBFhS llaaa53 awa n5aL5 auke{11�'a;1591LI `ll ` Via, '',-- • ! _ u uuwayfy nin,n ZFc�B�i.'9Z1"a% 191E 6�i:9Z1 7aa � � \� S xON _ - •p - � is� - I I� i �II 3 r I v ao�o 1 a j 00•r 00•F o0•7 00-L 00•0 Ln N m I3 N Iw mI 1� TIfl8W7N�JNrMVi1U sr{cnbw Bl 2+0!OnVA 7VA0vdd iw I ��- - 9i-o3- I 1 I ,5=,! •7Y0ILN34 N01 !O AL1D laaL16u7 .1 :7Y1N0ZI80H I d 02�d o60-SS WL3o=WX!.11M P AX 1a _f aNb' N`d�d T37NS 3H1 _ CICL31g o913n9 uxdd --- 0 TKW 39 TM617a 0' w A-I r O310NddY I SYH LUNS t' b3MEIS Hinos I '� 2'� �VAO2JddV JNIMd2l0 NOlLOf12J1SN00 "M C"C"QLbum arms 3 39 TM LaNIiU w A-I :ruri DNTMvxo uoijo- isuoo ---�— - - - - - ---- - - - --- -_-- - - SEL aro-ss ao}panssi kmftvadd DOM OL um 'Afl CITAD3HJ ffo I S V Q313/1A'd 3B lTVF6 1fatN3a 3+d,B-1 S N39VNtl111J3C011d Y O �,/ 'b1 010'0•S'95d A!L CL I I 1 f I :A2(MO33ddY � k I —� __�._____-_-__011L ifl3Y!1N:1J3f011d 131J]Ad A-t / OZO-•SS WIN'NS NOL'M AO AM Ed - S-Ad A d1 K / SB'OCL•VN 3 vAn 1S9C3 31 £Y05/ON ( — SSWI•3'NI Md A 31 y n 11 9L'LCl•19a eas yd A n dlL f I _ Xo'wow vu 1 s ' { it-- �• - - —------ -- -- '----•__s.L GLO- 13dW3r1 '00W 31tlMS100tl Wa39 9L'6l'Zl I i � L15 I 1'00 Cad%d 3:3K,%700 9%.9 13&Wl SNOIN39 133N5 J,Iflul Moll � .--_ � � I I OLI-CCI��'La YJ A j 13dW3rl SNO&UN 13S IM 91'9Z'60 I I CGCCI•?k 3m,9 31 13dYGZ'i Mmens 13S Iwo 91,1010 ------ U3N0IS3G NOI-IdIUOS30 31V0 I f � MCII � �yS —iq. 'O-'➢{-ilRIy1S'Ts[IST----__................ -05L1 $Sr 1QJ iU C%d 31300.9%.9 on 91oW-.WY 1 3dLL V NY159 olo-SS WIM lus q0 Cad trill•■IM OAd.931 WIN•A W OAd.9 31 uanoo�da�iu am nylo nuc iol uo!.!-ad uanum LDO N3d aN 3130M A%A I i WIM•3'NI 1Ad.9 31 ' s,nanyor,.mwgp•6rylo;aafad sly;uo am god-E —QIDS li Y60 "- — -- 1/'1t ••------,- --SS a�waS leuolsudosdlo Iuawnm�r s,loal!y�+V oq.L'r CAI'd I 1 1 Oft 70a01-.9/13d4'd IoILT I •��3:\'W�3J1hQtI0C7yAu/.dop•1 r[s/L•3N)a w.131 ¢�NrIA1BX SY NAL9Nl7dM 1 1 CLSYI•N'IA ,B :n Suu,up slgl CLUtt•1911 jo 4m 310 Nl1M Q31NOWq??38 7706 1231115 1338LS Alp e ,ovo 0,I9+Y r1S X"s NO)Yd 1HM MYd 011-8 rdX OMW1S AW W W-V.JM j an SCM- 113au'OL MM Ed 0 27ol 9 38 TW d91'c%rh%:SY AIWY!dM GWYddY HY lY A O3SG W 38 7M/S 03401W IMUW 21d'7!)mws i --- i ---o9L N WIM MY 17ftW 9NUW MXK'al&Uor M t A70NINOMY NYId OW NOLIW'OdNI 7YJINOLSTH ONV 7DAfRO31039 71Y VAA'uo;6u i lay HA d77SMIH.2WIfYd A7712d TTOG NOLOj1dW00 :778Y1 nVAfUN/!GN/9 H9/11 3N 0nU2ny 4;LL __-- _ --D0/0SY3S'NUM 9 N9IS L?ECU IN 3b9MY38 71ME YOIDMNX'r Ld N0NO1L7nNLSN0,7 01 NOINd SMId HOW MONO 1NlM --- ------- I 8VATG NOfLYNL3h3d.UI78N Ad/t l 77WS NODMNOO e `S].UaU.IISaAUI I 5NY1300NYSOUVONUSAM&d U O16 U i f a V Q M O.bwL'd1171YM 38 7M15'S370H*n&WS ANYIIN%S 1 N NO N ) ' LZZI) �0.� -- -- ---------------- Y L; tq-Xf)ouzel=+ sjuawjjedy i t - --- -------------- ' Y(H' 1)erwi1=3f --- �{aed u016uffay -— 1 ,��,,—��s,—�� .� ___ __ ------------------------- A _ _ NWT ' 1 , mxl3ri: ',c)i 1VJ1ADaCa J-1M8d ss' ss --------- ?qti;l•narrs _ °-,r=-40 � ae - - ------�---—_.Oy- /,.. ,o. ems,,- �` .' � 1\ L` L,�•� �nr � ,'wy+ / Doss;•• � L • � ��' A � 1 - _ I18 -'SJ KN2S KOLLt+'USICJ3N:; •� 1 i flod hoi-osr x� ow-ta-mr nt EZZ96 YM'�A P-fi •- _ - ( - Mealms anu--v pm-13 I:ll SOLI IV'OC -r • 5' AD -V_ •W 5DL38351N3Wd073A3O ONY7'i DNLl3AN/IS2JN1NT3N17N3 �. - o ! - V •. •.•,• - • �� / �Por\ / 1 dnoa� �uawdo/anaQ punos - ' j -- efisz-mzefi raL'mata�3 a.,pa.„a1na��eW saM s1n -'�. 4.I _ �: / C. _-. - �- •11 � - .... - 4•`�, � 1 i 1'a ' vuway6ptntlal ZbZS'S52'SZ6-Il9...... 6•lat - / - , ` I • I ,OZ = „L •31VDS ) �� 4' �ri — -- „ ,Ga :7 t s f f 1 r >0'NY> yoAu� °yt7Mr>i NOISNSLGY Jd1N DA1LL17ISd0 yvxr>R r X`- OZO d� ara srsw�xao wrudfs srudr ` Obz dl �,rsa MA�c rdrr °� 009 di �"z ,�DxraarL r 067—d! frxF xoa sure ..v YHAIN(1l>l,`Y} a3wNll S IIV Laa aavaxv.Ls r u+ a LeLMI S•IIV L3a crdvc IV LS "'• " •.�• mm aMorru sire Laa a2IVa1Txfs r +.... °A>% rrm MOMS ®Ba DIDIDId m amandoN ++� T/73O 6YY0M'II RlOO 7=Od m LO�� G A 1 UC 0fO= mp{QpIL!i Ji�tJJo .�•. A ®Od]fm.V!0 Jm�I,uC � SI Idl34 WZ/9/6 TY �J '1NAalN MW O/d 3BON00 A MM a NIYI TAHOT 110M'MOWNda.t/l,M91 Z -OHIddr1 3a0S3B a3LS31 a31VM 3B Ol 5MWA ONY 5331 lT' '£ 7 Q LS 7 N I-1a3l V M oq .1}suoo al�3d6 A ao'►Dm 36 AM-l�LCW aid 3N0n 39 TN S Ol=AXOd3 39 TM+S S33L ONWdIl'= Z J�../ 7�1 6d ODD[SSYO 3A lIM6 3L,lMl07 'l NXtV1f16!L•O'1SAYd C SY W'O?L 0.Y dffLXL_VX dO1,Y 3M UUM M TM Y!M CMYdM 'f MXUS MWA 31&W ,. N0lJNl�27 V panSS� -IY3s 3YJa1O T1nd 3AVH„VHS S33L ONlddVl MIS=Nn15 'I V :S310N -aaMs 3dld 3U MU 1a0dlB F"n MW 01 TM 3"3HL M 3LYALX3 'f awXan,w,h aw Czme 3 VA 3 M6 arAar 3w106 L Z SVGA ails!0 305 D S3X08 31Vd MM aY and 313aM07 Xo6 .Y 'h �o A.LIo l00 ISWNow 91 and onvA "IHAOHddV SIHt :S310N ,33ulsi 39TM sm(OBY3N.M SWL QaN-ONAI O3MaddY 18 A1610o SV.0V6'OH HJDL O<TA03 5'IOUM Son(.Z)llm6 d330 NW 43Ch7O 31Nn 3aW OL 13@D ISYJ 30 TMIS SafOB 31VA C IImom j0 IS6 a<0a7/dNO3,Z/l-I AD No6TCdY0 NONMM HLLN T419LM aM1rJ 3 31WIM a3ADH W HO VIS I v I aLva MHSYM'(QZITO-6 I=aid NMM WnWdS w3m 39 T is alum 3NDZ 3Ad 803 MLDIM MAM z IWd Nr X Sum(Z)Oa HNA MM(W'CaWH SY aMS'ms 30 3M 39 OL RY vI0 aM IM ONTM60 MWA rn z :3 I1 LL DIdIM1'2Ia N01DNr1 J3101Q6 fr -230""!o XM Ol -AT^aid MOM 39 M M3PaM 30 Al0'M1011O01(1)110 dO Wd"T 38 o 3w 90MW Q3m"m'61 C0-6 lom aid.9 do NDMM NMMM HLK WERM VnVMa9 a 31M' M 0 Mn. 3mVJ OHM WW DU(9)M"MOO UM S IM 30M M 04 aM M 3W 9402=I%%X"31M 'I A9 •AIRl30 NnImLM do u's m a3Lmano3 mma1M 3aLM a3A0tl6A'aD'axcM3Nns a336CaJ 9ra1.o/s>o As CM03}LO 1�86�uQ u fE X3d doO Ho'066 6 10M.tU 6O'A3 M TTJOI IM CIWW&fv TWM L Y!M O3wd. 3dld aY NO aFrW1SNl 3d1d ro No a3TNLSHI :S310N TddN'32'A 1137VNVEC 103l031d ail0yddr'6VY Q�IL71 H L331b'NYrd SM as TARS lum HMC u t :5310N 3A331S 9NIddV1 3A331S 9NIddV1031V0:) Nrd3A3S'a i :As mAoeaav 1VA0addV ONIMVNO NOILOndLSNOO Lsosl 3133.nN 1�3roaa 13315 SS31NIV1S 031dJR19tld AX0d3 031bD1219Vd 13 N0ISN31X31!]N 9NLLtl2f3d0 3A1VA N0ISN3.lX3(INtl X09 3A1VA NVId N0LLVA313 (SS3NMMHL 7NIA NIW.6/0 tl311b MAWb3Utl 03AtldNn HLdos.r/L-L 30ISNI.Y/I-Z (z 31pN 33s) N0LLtlA313 N0Iltl/1313 m� ;�Os T: _•, ISNYdXW •lar9Dm 1Nror NOI,RMYA 8164 1 . • 3dH Wa*A'"WWR M3a0S 13S.B/£ � Y AI+'QO 3N M3W,MA'd1 T7a3Mll NOIHSnO XOS 3/,NA�E-� 1 915ZdO .• •••••i • •s,.. I TY— —I— NOmIIB/LS Hotm .Bl 1 I I X001s-=OCIOS .1 I b3ND1S30 N0UdlIM30 31V0 _ ,-;, O •:•i:- T331c NOISN3UC3 XOS 3AlVA .9L ' +>, (Z 91M3 O`•','' S9NMOHL Ni" • •;'d• v. '• i •Q�nSSI• '•'• .i. � .Z � 335)3IO2 MOM 3dld .1.*Ax ma.1 vanmp u'.tat u xn raglo Lue iol uoessnwad uanw, �•' •1' •..R. =.taa7Y-[a1M•!T190'Aluo laa(adc{gfmam w3'E y •�•' M3a05135.8/£-aau+as ryomsulWa)o lOwmulul s,laaPq-V D4L'Z ✓•)�• - K 'got 1MA-4U. C1 bIOZ ro tdo0'1 •'•� (1 3LON 335) fall)An lYl1 31ON BS) NV Id NFJId £3LON 335 .. a(ld 3ON 33 o hDOW a3LWdiM - XOS 3AWA 0 N c; { Z aNr L SUON 33S NotSN3LX3 InN ONLLYMO 3AYYA f ov ao H1OKn > •�•,•, `SIU GWISaAU I 37I (C 3L0N 33133YS 5Y ,YIaL£/1 - } JH3N3AYd M3IMG L500 N0LLYHOLMN0lS3a 33YdM5 MW 3M U01 B>1 I 114 a/{/( ( g/IN3MYd�38 I 0 .LnN ONLLVOdO Y 31ON 3M anuany BILL HOIH. £310N 33S Z z 3W5.Z / NOn XDA 3ATVA J s}ualU�J�dy aroff"axr.t/l-d(reDa) o>oaY>L JAr 0T0 I yONy I 090 d! a�rer�s r�crr.s aNr_s oa a[�ssv seise U-A ATMWSi ZNWara area OOT—At [z®assr se7re ss�3 s7anoa 099—A MV MOarrnumroa.r �j � rrta rr� Jed U01BUHN LmuIM SIItlL3a a2IVQNVSS .�",� arYonis •o A>� LIDVOnLs rw. r IaMvw S®ayDr�aaaoAiwasa 3 •v• o• wm a.l9Wss A> mDty3loLa yam S ••uw. r ® S IIVL3a a2IVQNIV LS m arwLnu °A>' Iltml.[aw!D ANOLMTAM SXPU aro3m W L�=�0 TDdO AM M MWA N3HM 1,mA d0 dOLL ONY KUS K33ML36.0!0 30NVW3,O NO&NO 53 null VNIU MI63l 33 M3L7 MW 3W 9M M TM 9 NnYUNIN V 3AVH TM5 S3ATM MSO 'B NOL%FW 30 JIM m MNIWH31.3O 36 OL NgTmm 30 NL A7[SSY N0LiV�j33d1'!'�QI JJi�C ,3313N CINY S31HOSM0N oNV du3W do 3wS aw CNY?A 'r � NDJ Dow I 0 � �m�3B LaW A 1RYl L1'/'>r� z raw aitlld+l N some 31TM 3Nfrin aa3.N.aNN�.ar 9M we 31381 9YI0Pn Usa aoocl ara 3LiL71lm.w.ru rz rnlsa rol TI3dD WaH STf!!HIM i31M aWOIN3 lL1oNIM aYda 39 NA L 1MIL xDlLs I01NL93 39 T3M6 a3B1 'L 3d1d d0 32I5 oL aNroaa,7r lII3NIOH3 A00 '.9C 35 TMiS 1,mA do dO1 '1Nvd 3u1 JII3ID-199L YOf[il 19iNfG3§QIJ HON JD sOm Qu xLLN a31NW 3e TM6 saMICW 3a3 •6 %3aar1 MM 30Ma5 jrl-Z aN'ai3�la 3a 16 Q3WWw W UV AL 9130BI lY1M 3a5N NNMI i AS 03NIYQMM 38 OL SaWiS IHOddnS d0 0NY a3L3W N3.3M136 30MIM AMINO '£ •ANY My0y,V W.I 0L W{mim NOW Kid.W dO 01 8 36 OL 6 LIU TM 'l 1Iareww am!O mumnN 3NL SOMAS E31.S M13W!0 WVd 153M01 ONY a00,d N33MJ.36 'JNOOW dl 31TIA IIW3 a37Mm3N 9N3 HIO9 IV SLXI6 M 31L HWA SOON 3DMS'AHJ.% T i a3ZIWATf MO 31M MO0 rYW-M-aMtOd A8 MNY9130 MV41NJK.ZI r 3AVH TMHS S2[31311' 'Z IS310N TD3V>H 9 NOlOI'd aMtaadY 1t97 W.STM tIIl 3W 9 AES$SY 10 01D3 IVVOLMI S 'a3MMl lq Y3O.Y 31 TM16 L3L OS MMI IDMO7 NM q lvnq.rs� a3lHOddnS 36 TM3S smwA am ONIdld T '.BL 36 TTYHS 1}ro0H 3O15NI 1,nVA WnWINIW 'I Y&W.gym GL� Do alNMR)Sm mw LLm{M Zs Mm 33& NOa 31LOW a3N1 1003.9 3B M NCa 1WH W 'L aq�°+ mcrAi LLO AS QYtlW.'ON 131 3W SDXYM60 NYNI!71B69DLid N AUmlY 3D 1411'SMI511 W00f Y :S310N 3L3iOW MOVE+31OOB VGM LMOM,0 MIN OM I MXO A KI M WWII WfJ W3 9fLuGW a3M191 9 A8[iSSY'!CWnd 39 01 a3WIM 3W sum IM TWOO 0'R fl IYr1YJl+�SlWIa3tl 1.9a95Y Z �. IYYXIMIS A3l3Nm talc el"at0111T1 SYi1Y swim IWNUM av3uM WOld 31AIMI0i./;PF 7MS. 7 'IOMDYn NaLYMlla3f31 MN x9arrnLw Ia.t 2 a,7 N M 'I oal-M'ON 1n13O aawNYLs Had s3aNvw3,M,1JI x3A© H3NWd.LS Idid.TA-L Ol 'Dm-M T"ME aid MM=A9 aMM A NMIa3LOYa 3Wft WTOW HW SMOd amp"OW 0 A Sa)5trn 3LY•0Yl T 0 d� •A.3° �� :5310N NOSS3WRO3'ON36 33W3a 06.Z/L-1 O '000i aaoa id1.L HOLM rnm 'SIM M WadD.t/L-1 CW 7TL/r SIaW 3S0H.Z/I-Z QU Y 0 1 fir) a3a11103H Sr HLOKn'loods 3wu X wwu Bl 3,31ON MS AMUSSV a3L3n B Idt.1'dOS NOUVWatl03 TM © SL1mA Lsva3ae Ip msn •ETdRi)ooz YJ sa 3nrn 3L19© 3W 3d SW MUM W MM M M 36 al Hod i[M•AMUM UUM LIOIS MM•1TWA MW a MM.Z/LL s�330 T IM AM IBM A M MM INS OL 01 r3M dO 3M MM FM 3MWa0 W.f 3B OL SL,08 3aTJY16 HiN1(3dvld ,OOaS© 0 W a3EiW WH s AD MMM r[IN AM-JD-DW Q31MN 31(1.13d),oOdS B 'Ido'Si H TOWDW M O WddO3 X 3dAL.Z/L-L B L SY 3ZIS'3VM103 W SLOE NM3 F 3B TM6 JMMOW A a3aRJ 3LL W 9 3a3a!TDf0 dO 30Y3 11Oa3 F 3A TM6 1Wa0W 3LL dO a31/aD 31L T •�• ! `, lalAO NM0 11IXOL!r3rel 3HL a3aln�9MM 33W.ZI 3D WFIM V 3WOad TWU IBM EMN al WS Um NOaO XNWHS-NON £l (mp u)ao&mv O wn0o 3ONYld S �'oa ,•t'dMuS SS W A 1/L NO AYdDQ3W 0a WH Q 3TO 31 M 3MHOW WILWOW .Z/L L ONISSYd 41VaO mHA'M '(C10 OSZ N a"TJ CW aRU © SLImA 3aYld-NI 1SYOJ HWA 'I'a 7715YII1/Lo3 Q?lknd m DM3AI as MYN 31At7rlYML O7naM6 p 3e TM6 oM 9➢l.005 Y>vM C:Md03m TM6 sAta3LM TM oM fr�loN _ vim S/mommi uw 'I[3LS.lS 370000 rwm a0 1HOL1AV0 MW 36 OL(rWW MMS TMA Q ST16ION NOUI WW.1 add mn BM WI-Z aN SM0dM 3did 3 MMW'=SO MM aO GUNI J WB Z O OL aN'3110 NMIO dYlns ANAVW.Z(a a31gVaY 'OZKIN aiTunl'+t-8L-0 O MmvbV31O NnNMNI S3OMMd 1YHL 1,nYA dILO X Jdd HIIM data T..-TI M O£ aWJ-add NOW1 3T11 Nwin.L r>Y03ad TAL3 mDwdf mo 00 1TmA Amur Cl 3 x3Ce "Fill i vowi313d rm TM N a391 33 TM1E W7 anL aHYX O 3LOK NO J.0 ZLL9 L 00 »--s>n ONLIanQO L 'MM,Zl ,rtlal LWL�sm oD�Yt L:L/I • flOZ-/OY�9f»H OIaZ-lOY-O9F'N1 i 1M'103 a0 Sa3MO,3315 OMMO01 Q3LYtl a'/al ��NOW IdLi.Z/l-L .Y O .\ H6-• m�L9yW ap NI h,ir3n1'(NI=Ll' 1 ZS 4YD(a3a11®I IN a3rS)3da NW 3HM0 Jl/dVa1 IYoO0 33B13OO HLW a,SInYA ALrLLLn© 't NVHL a3T NM S1 Lr31.3W M!�¢3TI 11Bm� 'M d1 sd30nMit OW d1O.Y 3Sn Sala 3SMA 3LL 1V5 liB6ll.9 XIOM O.Ruflow ZOZ•!!d5'a^�Y G3Wz'A llll SOCI r�-0'd yppO 3gmO 1HOddnS='ATJ a0 ss:nNnIS-ray a31.YJIa6V! l t -i1313W Ig1Mf Ol a3215 d10© �� ..'.11=.9L MR sZ)Lnx9s D MdoUU17 ONn 9 DN"Nns 2)NI,WAVN3 Q3LVd DOM 3I1M CrT MOMS Y 3WAa'JM4-30MOW.1 Lu 1KNdrO3 C• _SH IOA?=id A la1'Ql1 1N1 S:T 4 B M 'I' I'm 3110ad a,.fr m V MY$N MM TKSW Wn TL•'S MMM a'•iM 1M QftW YW 3VOW CnI.G1(V O MOM -' DL'10a NSYM 3AOSV � O 335 SOON 3ZLDlL dnoiD luau do anao puns ai•LO'rwal c",w W aD CO M/Y1 fu I'M AAA A9 a3dLY!•M31 W MM=MY MIS MIN 1YMl IMO-a-O_;._ £ :isn ivm_utlw .OB 1s>swle .: .• OWBI!H3LlL3 — M-M .ct-. 3aMA H374a1 YJ.1 V' YA ,�;; t IBOa31 IW aD'90oN y/£OIL 3aM IIM 0130Aa6 a3axnrJ tlD aI3MJ31 HIIII a3ldar V A m a0 5T30S 135 Hat 3DW13-MI (J L1 ` ' 3Cmvm AA WA 7�SWW i , •,+P' t �in•�i 9 m mo3 LW cam LMIIM fO1r Mm TNM / MW MW%M M 3W MUM 1N31S311 A Wn NVd Z:S=1 1LHUM MM=0 Y9=00biM 3=II I*M © L p N 1 �IOL ! lld aL aif/1,9 0RM171 J b e Z' OL It ' •ON OLLWI-TVA'O-ftL'OM OOdV :� 3"NOW•A700.I (T!) L Lol Z i A,9RSSY 3ATYA NL1n0YA>f HM,l 96oZ-IUZes VM'na.aA3 a.13ra.alA auueW>wM 9711 NOLLtlA313 :1511 1tlI2]31tlW (� 9l aevi iiw.ii. r[yf_— 331 ON IddY1 (ION.1Z)S3tto'A fUON31 D 3IO1I / W 331 03ONY'l1 335 INd 3L30N63 I wvwaVXP• ZVZS'6SrSZN f 19W69Z --Fm L B 9 NaNn.L ` l 7(r0'I]Yro 3dld I y r L Ntlld L ZfL Z NIN!1J an •., L ,3315.B/f NiLA'X08�•3a13�AZ'Oa1 �I,n53,ddIN � a34na15 O 71YI� •Z _ fl .O 'OJ T/35 a3L3N 3111-00!(O3tla103tl �m mO,d ••• O ' B L K 1 O01 SNOLL035-Z X08 H313W 3LTa71g9 \ 3lYH338.L dIl-11 MU� S ODtl a M6LSi'm AV AINmm .. C O 31V3a1 a131! `S�YM Sm L5 aid MG AM MM SL,OA YIA'M!!O 3dld NOaI'ATJ.L 0L4Pfi3 dA HWI 1NVd f 3101 - 335'1aW a3dnld.1/1.9 D MON 3m CI LL� 0N3B N Q L1 �I 1 ,I • cl oL s Na311r6 N3do ASL-.3-.3.z a 6 N a3l'la3N X1O1 AM U�I aMAI Jwdw ON.0-S ONNT3d0 d0 3Oa3 L ammirma!SNolYJ01�11W W MaM I]I01 33S v"GPWI0Y C I, 1 1 S ► . SHLNOn 91 80.d OnVA 1YA021ddV SIHL L WZ/9/6 > - L I Z -,,o-1 a vo uoljonjIsuoo Aix= 1� r> NOLL7ffi 6,7AL47IS � s ff NoloNnxr�o LRaLJsir3�u� 050—ar a0a SWV"OS REM M 77V O&T—SS • �A13 ao�.panssl -- "—. l 00 I S`d omw s mT L3a axvauvas —�• - 1 wm SMV.Laa auvaxV.LS —^r- A ,. H381Vf3Dffl 7333lb 37!!L 3XL AO wuo aMrainu cmu a31.oa m Am17trAA r rw O A 1+ wm aNAMM►ti mu mw do MMUTAM w+ r rr) °�1 039mdY ONY 03NAM 1i3F6'NY7d�f1 7S��IJ`d130 ''a71S7 IVA08ddV ONIMV8G NOUOna SNOO L 17 Ol S[�d CI�7JM/7 S 'MOM im A ns A WAGW Re M T*S MU M M W s M EE m�°aN so s3 o Y 'VM.%38 n»e'M13:,m WMN -MMM ll9LT9'r N Ol�!N I I a V BSI ON 3NOM MLM A AlQM x7IXT M E TM6 NOII71 W WPM'.ISX*Mn IlY M aMW V M Q�IYk •LMl-0 RM HIM 3M@Im71'•e �X A�M"M 330 TM WE Y A TM6 M=1 TM 3�=3a A9 cmam OT3131 m M A MM 3NL 'a�M 3W M NM MM 'I N 00H131 MWXW MOM 3H1 sm a3aRam A TN3 V J ff'�'V, 'lL DaM MOM NO" AMM MWNW AMOaWn Sad A dM 3LL 3M Lii3 Z 7 O I aJ :SaLom 9 WEI M nAW aLWdn77 A RIAO W MM MMS'Z r O -=RM'QORm W301N•s Im TM 7man Ta ns A Ngomm NO MMM Tnc 0303E 1i31 DQ7'A'Xi0 Aw A iL S/// 9Msn aROMM 39 Tw JN31N70 3Mnlsan oM ILMM 37/1d-N �A��yyf�� A 3aYMitl'w 30 TiM6 117:.3'idAR 11LS1 a3LTfdIDO.0 A TM16 11Mid6Y 3 SSYD A 55300LL RI..1 3C S6o%x 1063C M3J LIL3lLLL MW 31i O 'Jl[3O 31L U 3M OBLT/d HnNW)M 3LL OM MaLM •37.I(:.o+'�ainlVt.3v• n"S 01(M'EW rla al(Ya7a1a'.M1fi1M.9LL A W"W..III aPM A:O 311.V VOAdM 3l FaA MM W)9 AM K=aw'm Y "m AA L333 on ABU&M z RMLL S 1NI Im WORM NML7Id110.,Mnm SNOM ZL 3amn ,OM W Midamm I[IPM)M 3Nl A9 amm BY 30 WE SM N09NOW'r al MN SIM N GWW 39 TM Maa11 nWffl TM'I MO MaL7d=3M A 'ram 3a 39 TM as'Ma TOM tM MIA'RM 93"m!am MO 9n mm Hm A Lx31L.- T :S310W AB a3MJ�io JMMl,la 7ad1C371 -d3ovmvx 133103Id OM MMIS HIM HD A99W oMgM A MS6 39 TM6 NOILT/W MRW M 'A WW1n MM OMM Y Hn*L 39 TM6 9HI53L SY 9D TM 30L736A3 AIrJ 3LL A NOL3g99 3M lY 3e TMG SL9L A M33711X 3a v331aM1 3e TMis 9Io13Ms IW 3aMOO5 Ip sL9L NOI7M1a7 Z ntu3J,3sa :AguEovdav 17 110 'B i°'l 6LVS NOLLD3S TmMsla-M30lAeai3X3 sYMoQalI ai'MH3139TMawIRM 1—f------- L90if :Y3O1YlIl:1J310Nd nraaM aIk100 a3M1w MR a3iaml axdMus alinaL Aw'1NOd NOE Y 3M31 E lILr1Ns 30 TM 3¢i lN3aMl'd 9ML3a 33L SYlM alaaaM N 'l AL I SN30 XYN A:Ofi I I OldfMMI 9V :S310N e < ND I1OVdFCO NIn ) )lYla3IVn NOILVaNfIOd ORL-a w130 W 33S malnom lraram NouxwlsNw L 3du UUMD aw OHM 3L3ba (e Q I ONIOa3e N m eLs lIYL73 as 333 (s31wA)ARnRlh�LSOK.Yd B Ci Spy (� �° •B xiVM3as 3L3aON0O 1N3N3O O N1OA 1H31[iAVd OV � O V WIIM$t A 3dld 910EiW us 7M 01790D :NOL(J3S),VMOVO'd ObVONViS 'd3AO ONV%8 S30VHD A.H 30 XV"1067 T3dIY3Z1 mom in va 9t'1R30 � ti NOI LV'dnW NIN 3M 3d3N91S30 NOI1dWOS30 31Y0 39MN0 - 3K a3aw A w I Nln . a3aIn03M SLin Z J_ uorimpoidal Ao om La po hue 1oT uo!ssT=d milpm 91Y•r 393n0O im ohov"ns M33ma AM 3Nl s,uaugvV mwgo Aluo loafmd s.np ao-Aod.E a3mintaa sun z aHsm•z mm Y aWNx1Y 9f 10 NaS luoolss Sadao maumns.1 s,1.I.,q TV.,U-Z 1lVHdsV a%YM•C Emmam"•l oui'lzvwa cIr1oz14a!9&3 T i• �' XVW a06 M!SE v-.p qU I13Y&W NIN ALISN3I. I& B / 9 � ,,Pq. I 111 lNOv9 I Mns w1 s 1 I Q ulsN3a M a96 O N0113)dM NIN 0 ADO •0-1•1 LSjuauwjSanul "° IM M/a MnmNIM,oa M/a : %8 NVHl SS31 5531 S30V219 uoI6ulljv (]M 3N anuany BILL sjuaua:pedy C19nJr` a,9 rr+ i�tf I9dAZ 970BNir1M' }j0+fY4 060—SS saLs MwIt ass 090—SS LaOAFFM t�llss 090—SS STo�slaays OTO—SS Jed uoI6ullay M3MMN M3B1M rya "-- �® mow now SMY.Laa auvamyls refr szrvLsa axvarlvas —w• suvLaa axvatu�as — smLUa auvarrvts 'M O3VONY15 Mw wwu m AWPU MM O A iV w13a a3Yaw1C ®l MEW m AAm W= 3n, r rrr a A 1+ TfM="WK L91O1 xmw m Amm"® wl3a OIYOMIT Zmal a m AIOa WJW w rrrr ��A i MO-w m xlapn IOV3 N lAm a KO Ya Jh AI lall3A]N1U r WM IallS OILYL W 0.MCW K"=V KM NO i0M33 X LY 0"&W 39 TM6 M AM T FMN 9 MW M 3aWLs KM S UM N3110 HM S n7 W MW %C.K xa WAC30 Lim M'A'm ask]�lY�ail= s y W T. 'a3e1 OM 20-W O M 3aMM0 LN3WM E 9N3M,9 MW WAR S ON 3O1 MM AW OIal31 Al WaM A 7Y 9NS OW T *a M Ivw m an w A rR11OL w IOU r _NOILYYT3t}i¢at1!:I.MWtq�Id' 37tl a MM1 M Inn Mica MW OKCM 3dr xl'�iT m l Lim m w'9(coo m"viame ms memo 3M BM MWO Tme&OV LAN 9 39 Acwm m'aaA6 31l mam Y T W 3MR 3MI N LAO ROM '19Jd M3oM WION Qiddld3 OM 1M3IN lY add al Q3L'AMD]3A 7M6 3iMM 3OM9 zl T W 3AR 3a�1'x x —Lpl— WMI M M 3HL Si MM"31M6 3a 3 TML9 SKM ON add M-M l ,t� ypq� 1 I F•,10>s 'J9di9 0av3 f 101 M3nS 9aLW XJYa HIW 3OM¢3xMl 30 TM615Rd MM a31Yla 3NlmUd N¢ Z :s31oN J u l �M� }Yv•ti j 3SN=WA u ' �M 9'j3,VNagrd TMm sum sum w aw mm nl-v-Jaw mw mm atl10M5 A f81 MI of G3CARL Ml® A-+a� im MMM NO1 3m W.G. ~fit s•: W ail OMdaa 7JMOl V ON MM IM xN SH a3xla3M 9 33L A X Ma NMI V IMi SM35 31L 01 NX13MO0 ML LY 'I TMA A 3Rrna ZM WX Ma aMaOo - ^: ! '.,. ••• `,.. 'Zzt ,MI x WA mmmm ^»f 130i WIEN :S310N m r Lfm m a o W.n of balm o YMp �' mmo3 a3WNd&40 9LOLM Oldr1Al0 + L3O1MNol t 3�y 2f3A0J 0NV 9NRI 9NDIJOI NOaI 1S d0.IZT ,o.w tl0f N0°� Vo Na7 x LLM ec aM hurl Tama 7md : w IOU N LVA W 1IM tll p Mal wwC _ IL1 SN t�IN1 oO'COS bONd ' 2 JaO M L a as c.L om 1MOatM ;I iQ 0 f11, ry�Y 1--�i l9x l9a 1991!M7 Tal:aIOOIMIf J•- 1• mim 0.Usma� : • Y O 31d M A MW 3a,� sv3 i (d a WWI-]O6 i iy Cian M r s S3 O 36) m?O6(d T3MMIO L- m 3aMfn.K MIX 7aMM Ilkl bSs (dU)1!/j/L ?MfG alo-i6 3a in= Ar U.ZL 9 326 3XR,MI a°" �-- aV 03nvd L3an ■ -- _:SdY!1V.L$�!1 mn an a AM" 3M 3s MM 9 MM Mies 3u � rrgxa �$I g !a3Maad ORI RM ML 153E A 0 0 y Jtta I O a O R 310N 3E N3W"310 MM 3dOL it 131 O G (Z33M 3s) i E MD f101-101-09f� Of A W-M9I Al MIYS Mi[s 3RS A O O O F1 • ON mm0 30M11 mm a3MM'30 TMS 3M +a O $d3L$]iill0tiltrt zoe alms'm-YWo-m/111LZB6 YM u�fm%r 11gMa • f ON Man.Ol mm sm as immo73A30 aw T aNG43 rs DmAD w ,!; x9 9MLiW 3S 31OMM1 a dnoiD juawdo1aAap puns 335)3L A A Ti 'm WA T +•. °� ° �'� > - INYI74StI + `�• �� I iz +' Tf[NM r:AmM 3a SV3'dV 03AVdNn r2 w a33 t:z a — y 301b x9u Z, n .Ol3a nolmlW t' u KRUM 32MM MMNIII 9 a3ra os.oc OOot Ss T 3a1Mn B6aZ'T°ZB6 VM'11a.an3 anus malA aulre{y]caM 9TLl YD c f aCa'S 3i5 .1S Ma!.1Z 71OMT AY S AL Ja36 a3zslT t L 931°7°w°M'N 1 MN SL 9 3S add M1GM vowarylpmmm'26Z5'65Z'SZb J 191E6aZ'Rb•TU TM Y03M NMLL LAl-.hl ?i53100Ma 3a11M1 4M M9L3MM MMfq add W a M3WlI 3z6 3xM TAla3 9 3ffi 310X 11100a T M3D0 ow 90 Al-.r1 3F y � 91Ot1a111O11SYJ y3Q3 all3mM.B V SOL fYa 39 15M dW j-S i7bMMl Ol .l HW 3A9 M A AM mm 3M N a" W WaW•r al A w OGM ElP4 aw Mti'C w CIOTr A NL'N311s CM NMxxl Y 3M1 WE Tay MUM 3M TN Lsu 13Ms IW=11 am m mu T MWW 3 Im TT11MSIIl=.@3M"I;w mm mm a L'="am"m 3A T"SLUM a,=.0 AOa A xTMW MM wm 01 PBv1 aM x7[a=s m TlpLK ,an=A TM6 mnw mm u TN . F i 33!¢iLmE 0 )c A Ia Q:IMO 3�=ro Ht MW MDtlII O 1' aLL13H1 3a IIM/3it 11Ml uMY 1a 32: IDOf AYO F Tx51t36 M.'TMMAO x 1"m arkwa" k NIR,M A a nww m . fiUU L•rnu r'v'wac Z wU w MMw Mau.V1 i t a:"W S9alama Va AYa 3i""bx=A'd x IM mlahm 7N z TlatlsnrLTnx OU 335)G=W 31 U:IW MUM OM i A T R 9Md a Morn 133M WALL MM V AM MEN 0a9N-S M aum w 9Na O N1OC:ZAMA W"1(w,D IM 38 1 n W aN 1a.TJa1 M"M 00 9 w M XTME:M M WE 3M 3tl1MMl 0 1n10 SUM MLC..nu"ML1.')MtT 0a6Vt'N:r 70M@I®I x QL:a.19A9 39 u"-1 70MM 3N V 3CC4 IOr On M A39 m 3Drr TWK'l - :S310N :5310N s i _ T f b I I L Y SHINOW 91 8o-i alaA iLmadda 51 ,+ • Z3- - 3Laa w NO1DN w-/ , o Oaa0 ,Silo T a Lo''t>d %IYIIaUTS ZLMAF00,LA�J Y°y°N,> to Oz2-2T a�roaaar arAllae3xa ALraa�xoo ZAWM MGMN Ob I-2T y":�[ tlHi(IPL.lt�IMT►IIa l3alb 311a 3a Yid IBM5IIVZ3a Q2ltlajdvZS -vn °' lNA3D ceranu S®tyx®a m�lam�rae S ,.,, ..,i••O A'`i" a31 UXddY aw 133h6"., ww oYroinls gum OZKW m Al MAN A L� � s-llvl3a iVAOaddV ONMV80 NOLLOna1SN00 alS b�l`dMW�IOlS WMC11r .9 dl�� Z AM,..7Y70�d� ' Ol 9 ON TA[3N 7raLAr1W N YJIL R 5/rd,'1700a3d N IOIL R A IMI Y 3B TAFlS 33O°D 11CAm 1M6Vq Q 'AIO 3LL AB Q3MIaM 31 All xh3lTaS Y30M 3aL S ATAOHII 3W SNMY3a5 'C d d N1 3 V 32� J L 0Z/9/6 mnw w mm=a3�m m mwm Q mm.r/l r n"mm w RA=a aw am 39 7ms Sm iN 7 YLY7@ Si 9 L d mw M>mmm KI m TYI! Qf 'mta+u AO WALMI r ML 38 7M6 ist DNMO taurL IIOaTyI Y3NM NO NYtl!0 17017 3Hl NOiON11ab'�O u1O uoilonjisuoo -mm LDwmuH-mmm.Z/l Q NBN336awndYo a�a - °A aim9/MYJ"Oft Y"OW46mTmisxAmma3mu3L 's ao}panssl 3n Aumom IYm wDn KLM Q uwawa N xftR urn IV m TW xmam Y M WM AD=WM SO IN OL QXMM 38 7Ms 3YdM T er.•k 1a1^_.,...z Wo lsb' S310N 'A •a3H 34 M LDIm3fddl 3c Ag 0a1D 3a THE MTIRwLLSI 9ors 701A'I3L 1IV13O NOIlISNVZiL a dn0 m W a alas"m KW VLf0 w WO Amw N m7/N 33va HD M Ct 03NW 39 ATMOW TMS S"MODWO TIN a -Ae 03xJ3H3 IZI 7Rl-27t WO JI3rMML10 W HIM 31201W RM DU WM 30 TW GW"d.f 10 MON Y 33 TMIS MUM 'I 130-0Z1 --aDVNVK SL73(0Yd AE-Y :5310N M13A3S'4 AS 03AOYddV /I NOT LAS iVDIdI.L 14051n3aS�I7t:1�3f0>fd dl]./i L AUSK.sO Ysb mlz - 03LIVdMOO'.35Y1f0O dal OMNJtlnS 373135atlm.L .ZI A all-a Tn130 alS 33S �..t�•.. i MLnm L 3.Lu WWI is vill-41 73d1L3Z1 ' 133N5 aw9l'Nll i13W6 i MOO 13dL / 313tlmN001H3K30 •Y. iNlp r AMMnO FN.a3AM L 310H MS) .Z/l L x.Z/L 1 9H6Y 9i g L T71dAl.S T3dD3Z1 N1L16IS LN WQ RIM U3N91S30 NOIldildJS30 31Y0 xwxm SAAMA NVid voU�npnsdas Io amAagl¢1¢e w;¢o+sswud uaU¢M \ M3S UL AH373 lNIOr NOSNrd1a3 3LT M� �' F{LP_0 TILd .Z/l l x.Z11 I s,Iaal!4vV mx+90"Al¢¢laafosd slyi¢O am sCd•{ •�\\Z L K311f10 i atln0 aawag leuonsajOsdjO Hsoaamlal s-ilgwv a4L'Z \- 'wi'RViV3`[AO b10Z Ig7jrfdo0'I i�l{1 �r tl s s iNi�gf'ARYina \ = C Z .Z/L L x..'A _ .,• c z� wMD�ilaFna •P Z 'sjuaWjsanuj 3003It uo16UHN aM •, or I Nm d*""`. 3N anuany u�LL _ �� AL3n3 II Or NOCi#Yd1(3 Nie3D TN m x. L sluaw:pedy D., o ` ' OTO—QSI JSLWS=NW YOAT-2T aura.LAMsaMYd OSO—QS 7r east ntzsra aura : r aazL eusra IMYO r ozo-asJed UO}6UIl.Ib+ — "-- •®� Y3NLLi 1� SIM= axvaNVZsSIIVZ3a QtIdQIdvZS —o• —I �H SIIvisa duvaRvl: —�• " ��• SIM= a�IvaRvis s°ALA v"m ar,w s ®Ol arrow m AAIO{Ord7f wuD CiMWt15� ®0l'J®d y ilmYtrdS ■�v °A 1 TIYAD aW01Y1S ®,,7!•OC m YDOWrAC •rr. ®Ol 206L m/7mfi[rA0 fn 1 •emu tMS 31l A AL M LY 1 OWSY31) (ATM 3L lD dOL 31L JI1 BWffl l07) tim 31M M dn 3L 0 JImer"$ NVY AYWWOH 3H1 NINLUA AM AMU310403 KUM 3M 19?38d IOL'ML 3N IPM-3N MNOQS my ISY�3Bd d0 S)MM Z NMl1M mHaLYd ILlMNYrlL3d 39 TYHS S3H3H3YL NO S3HOLrd AWVDdKL IN Z �+ WO NO&�k,TdtLlBtf r3FUN� x x' T333NL`Nr3 Ally 3HL AS 35UAS)" OO 0l LA(1 H 9 X01W GIT 5537Hn T M3FAM W k 30 0H 3Hl O AU-lW ANYtY�d1CAl ILIM o31tl1Yd 01JI lS3TYJxafB 39 T}rH5 MIS/AYM010L m 53HOM3iL T1V'l .. �33 TYN069� :S310N S WK N]M X Tsai 70"KVU.l RK 3 M 4. j r N me 30V2i9 03Wd321d 213AO 3i3210N0]1N3W3J 9NIlSIX3 n "T' 0�w�'O na A 7m 3 15q w WIDO 7"HSYO H=JD 3W3 M"FOU y+ , WE'll" 39N13HIMmlAB9A311M3mDaN3mH i 11M 33 LOI 7b%X M iM KW 1D= % 0 dam N Hal a a°nD so 3N sY s)CUBW aw vm WN Im doe�JWNJSwaD3L3YmNOm h"DxYb IdA WWM 33 AR RM aN 3V llW 'd ..l m m mwu HIM MTi 3D AM mw aN3MA13 'a.LI TMG MAM5 milm VC0 11'131;Wdlll y? 1H3K30 ONUSM CA 37Aa1C71'N le TMS I'M aN 3MH 1 7yyEq{ �.� 7ialWd m aNM NN HMI W"Xt-"31M 0L DOC' Yam AIN KA IN WOW MDN 3MS51•Cl QiSAH HaL13S L39B 3L3L"IMMO R low ad 311 TMS LZY=gilm 9UlfAcw*All •pi 3A TMHS S37sm MOP vcuylO3ds rW/lUA A AA a3M 1m TW MMa3S Y3SM MN IIMM HIM 3XCXWV M 31 7MS M0 M aN 3W 9 WN 3Y KWON N 39 TMS 7.•RO ON 3Na1 4 !nm_M� 3N 190-M 3L JD SM 311 W M&3LL 'L -`�S •I:S Y $ 157u1 J"or MiV 3 mlLDC3 AAISnOLNTmLi1VdJ Ns7L N3)40AL 'JD-S 91"3H '10a!Yid J00i .1 (Mn 9)31Ttl DY'AM 3 L OL I=a3HM X IOU WE RUN 3u Y .L/1 m3Sa Jal TMs 0 mm YID!aN Nal3LL � IdDm Y�I i0d•Z/I A I - Tms D SM Y�aM Nm,'LS �s' 3519 ISYr31U 3HL D 5305 3LL IM Y3dL 3LL 'L I w 35IB JSYJ-3Yd 3LL S 53a5 3HL Ip Yids.3LL 'L I N 'yL A MOM Ix3MDM RIK Sias AM Sl A TN IM 31 ',D-S 9 lZM add O '.D-R 9 JY3Y1 3id ` RM aN M*5 A ID WN 39 WW `/0 3LL CL 3M OM 331 FM HI M NOW 3u 7 r- v • � 3LL M WO BOO 3u KW HIM NY M 3I1L 9 mmmm Tw ISM 112W 91U MW 3 nO �� rlaa-+Or-09L'�� 01oz-ror99r Yri 3M m 7,=9 316 3O3 Jmw m mer a01 t •az dD Y33m Rm"law sz r TN In rZZW VAI'—A P-M 3CYn!)03SVd3lld'd3AO 3138DNOJ 1lVHdSV 9NL1SIX3 �I'a A%X-KYonll ais na 3 TM to ZOd•!:S W-V 0¢gx'p I II SOL(-9•0'a '174M liil 9 TAM A WHOM 3e Ja M3111 •fir CS �~��OM TAM Mm mm middY33N10SU 3mm I Soon AM 13H 3 ]IW9T9 W HUM 3 •at �• 1 V. S=n morn Wawa o vam mm add 0L TRW 9 3M 3W==W 1na M T � add 01 TRW 9 32S TO 11=0 W MWO S Owl EyLmmOIL o aw 9'>NL(3A"%,rd DA2.Y1B 33NONCO M QHMSM 31 TM IN TN TMI F A MOM dnoa� �uawdo/anap punos d� Lt 1,YHdSY ON UM TAM Y 3 M TWGBO 39 TWIS illI -YD 0aN 1i1 9 TIAI!m nae At ati 33MN Lin 9 TMM!m m SIIMIII7 NO Q3IDAIH 31 TMM S1B J90-3U MMaM Y♦9fl 3LTYa1W A 3A A d SCmLcH 3B T* 3m%Tw maZ A 33 1ai 6 M SIN.47DM1 M T*SAID IWOl .Z 30 ,�M a Au0lmfd M mlM9l 3e TMS add TN 7M1.Z 10 AYOImId N mM19A 3B 7MS add rn 7M1,Z A 1Q`e{,'�s7F N0a7). 74 Y ARI N11L'35W 1M-3d 341.0 IlatlA 3C [ YD S1 WQ KA Yam 31 TW SM M- 'r 71M xDN R HD Smlm MGM rMMU 331 TW SM Y ]OIIM m L10u9AW aW wi am VA ax jbMz WDEW N GM 31 IM TM in P"� 3aM7 lacpm at LI331Lgm TRH Am mm xJLA ans Ktm a3197(3 AISIWV37fd 11YiLL Y.DIOuI! Jlla-MYS 30 'LBW Rm 01 Awm TMf.AY'm Yid HN 38 AM WM=NO 1SI1-JMd ail ID IMILOB 31LK T 3110 M13S M 13Y.1-11d Nl A M011m 34 S ,1 3a W NOLYd lIr3,Yd0I5mH l9i1M 1N10f Mils ma Zr010 Y"NYM1 Y•d1W(lIL1 awl usCC-10.•¢d YM TI 7 +•Va^"•�s1>tsFssK IqM ulll (NM.C)3L3MmM0a 11MWSY 3MA ma-ul 01 XWOM 30 T*C 14002 Ol : I StLC=N WSW 38 Ia1 TM SUDO M N G"31 IN TM nuvsuuglPnw+ Lt3Ti3L'Rr>I•/ IAIC65:SLs W W*SM 39 TM 3M=TN W'.0 ACi A7"Tmv 24 ( Yif N71L fY'[BW RL•Y 01 w wo "mS AM T0W Yii HA WAlila07FR65 aJsalaS 3M N mlal m SIIYU 3LL 3RR'CSLITt10 Y1ZA'WrMM1 Y 91YA1(Wj DI@U 3MnL6LIS A Y1N W1N1 YaiMl(YM)OIHtsIM MDE S MW 3H C®7 Af3O 1119'HIM 30 a1DaA Cl lKrWM 30 TMS SCUIP M Z In a3T M m INTNWI 3B T"91MALI M Z 313iDN001N3W30-d3AO 313bON001lVHdSY 9NLISIX3 ma mim M mL1aM9R1 39 OL nu 333m 'I WDp SM 3S 77RS 3L10MD Tr TMR S9M M TW 330im rn S31oN TlManmli96 aAONL4 3L N MO W 9Nu 3L 31aL3 ZW MROR15 3L N GO W S3NN X 1q MADIS 39Al3LL0 SS31Y1 ONO i S00 RD HIM S7 QfXW 3VfXke Iq IIAa6 isOilO SSiifl OIA3 11 KN Rm NIIN Split CAOKS IMTddr 33 30i0 ON 3W R. f , 313NON0m 3PR0 al IN/¢YIOd TRH YCi am xDLM 0106 R1CYY.Z MRfM mN M al Y em 31 CL BW 330M '1 335'(Y31aD aM6 MD)3aMa aN 3MLi 3A4KW 1 H C'JL7IWM 39 a<13M 30= dom • , �13C3Tm mrzlsx3 ;S310N LL o O • 3MO�OM3LLSIx3 -o SMaTO ad,OMf 3YMTdlf 33S o a p p D O 3137smNOm 313FA110O mHLT3I30Na C D p D T1am aY6✓D)3mTj1°«iNYI a Q O p D IINmemV Nut,Z Two 3Nn Lo IItO-MYS JJC1-MY9 36 1WR JNIOr-mu I t SHINOW 61 210-4 017YA ')iE! f- _ho-1010 \ 31V0 N019NR?1V�0 p •�01a u3 11D -" A6 �— :TI�E3^i dE'E".iIQ 133MS 31ll1 3N1 M� 3Jff!�d -- -- Q3.os"owQiMxu SYN!3HS IA'k SOIL -1VA08ddV ON[MV80 NOLLonaSN00 S-1 1V L3 a L WZ/9/6 d oi-Lo 2J1SN00 uoi}onj}suoo aol panssl W0ISYd �A8 0�L37NO 'IUYaZ'1 I :E1DYNVN Y73fONd NJb-M3S'd I :A8 Q3AOrd"y L96f1 �I3t31111t\1J3f01id b0 01 31VOS 01 iON MY]1N3 MYJ 30151110 MOD 31VOS of AN rw 1 91Ds,�L33HS A 9t a 9133Is ION 11V134 1N3WAAVd NIHllM 1I10 V3TJ 1 SrnsAla W 917ZTM � 1 130 NHUVd�`JNiMAMWXVM 3T8VLJ3 (lmaw > T3dICiZY 7a1m 13s TNo 9t," 719aYs mKG aW mvW&W 3310a N3NDIS30 NOUINOHO 31Y0 AG� S1M 9WMVd,% 3W MW 'l - 1 .'Q3jj$$I UON WEND MOl� � ..OL-Id. -OB MOli O9 I L o•. l ONYS Q3�YdnW -Ob 9NYId Al Q8V1]o 11 f` SNrld A9 mvLX uouonpotdm oo om oagto Sue o f uo!nprm dwu�m NOILVATH 9 3d1d HD dV3 1Ad - © _. v sY 3dW HD M 3Ad -�G s,toangoty umg0'SNo loofotd slgt uo amood[ •aowaS lemissaload3o tuaunutsuf saaanq.tluSd�.Z r,`� I 1 © O eras 34M AHYLIM VA 30 SS -0 8 Srras 3Ad IM - 13Ad -O 'ouI'NVW33L1Q 410Z:n 9mmatp sql J 338030 9Y 3Ad IONI 9 -OS O6 `'1 O OH38 9Y IONI 9 -® 0H38 331030 9h H S LDG I\Y q IM1.9I/t I -KJS Ol ION ?'�w� � N".9/' Rd aNr1S a1d -Qb 3dW aNuS 3Ad IONI 9 -0 �QJ 11V13(]TIVM)D08 Q. : 0 4 0 0 ,1 M NGSIN3 1 _. 3L3ONOD i0 n-H 30 Man [ - 3HL HLW,HSnli 30 7MlS an w 36 Tma rcuraof93u -�z -1NOd3N TY3I*MW39 ^ r I MIJ 3Ad MCY36H1 -© Dflld 3Ad 030Y3NHL L 3M 30 SH8R3 1198 7W 0L M803NOO TMS MOM 0-SS)0011 MB HIS M HO 'AHDMDW 3HL 01 WflWN3dOd —7 .Ov, •1U-�• 'J � .0,^,^ s}u a ua}san u I -,Nvu3.A1N3H Awpud/M(t-HS)DDN Mn NVSIOL-.nmvm a3018nnom) iow Tu 3u A L11D13H 3u mu uo I= w- - _ - ` i � MW a0 x3A07 -O J I I 9PLSY�31MA 11ouO0i .. Z WON Isvo M MnH7Y01' L lY H 91 3M eMH38 8TMNOIMIOH c3amyuMUM 30 O39 a H 3H1 MW 1L TYN/t N HQ 3HL NH TIN Sf1Ml31NI OM HGA xyn.8/E Z --_ u016u I Icy Q/N L�91 lY wand 38 TM 1N3ODNQ3w3N OM603D JI6OH Niw 333 h 78L 9Mmooa NO3 SYdM TM3 NI 53H3NIN1NW 2 6 'NIX /S 1 IYU-M-m OOOO"'11 M US SM308 390M HO OW ND W38 mr"M308 HM 3M3LSSOd MUG* smw3MG TY01Y1 s � = C N a n u any u}LL NO WORM w 5$"AM s110nNILNOT a1aW Ol Wf1d 38 ffT"A33L I M08 3ONS 3M1 G)MIS 30 IN a100I6 SMDm :ll MJS MflM 1 30M M OL 33Y3 Tat 80=MU GHYMOL HDY9 MM 0Y1016 SM 3U 3o NOMNUINI ONOT 3HL T [ sluaUa:pedy S31ON NOLLVA313 11VM SON �aed uo}6ui��yOM ES'N (AVM 5,IAJXJDMJNH3OO 1S a3f30ROL30 M30N ThIE 3HL 30 59NMDIHL 3HL Ol TaTla3 38 OlIOV6'M'N0111'AYDV IVON A MOW MMIM 'Ot 9gIM01819MRN S1Mte8 7MW3La39 WW 3XIMOMY NI 1lMH TMM ONEGMNI HUM MIS w MM30 ATMMMM DL GWW 38 01nOHS MDOH *6 'lMWBd NOW V MMMH TL%OIH 230M-KLNH33LO3D 3HL 30 NOUVAHM 3ML TdU NO 3100013d H301M1 a337/16w.62NIOM TDMUMS V AM I MSO 38 011HMH In IM h NOU MLV380 9fMM MOOR 'J3 h-H 1HDM TMM M30H MAW 8 'SNO OGNM0338 1HOM HLIM 33M11 WN w GDY1d TIS MWdMOO NO IM 34M Q39JgtS .53HtM ZI-a MOPI AD RVIM 10 M V=8 BAYI ELIH VON 3D SOO MU MaMMIM 'L ,��yy��y, (7fxIMi47Y0+1DMCX�IZ 38 OY"SM MDW WOO ONY BOGY S3dOIS 3U A ND MZ)M WON '9 MS 0!ION S LIDS T IDU - Ysi'".%OU '1XiMMN 3MOD38 MEN 11 HOL7YHIND3 V AS a3HD'M 38 M AM IM OS a31VD01 39 ffmHs A3M 71Nd3N aw N01L73dsm DiaDMd 1D'M38 TMAI 1YHL SM3H 33NM31NMn Q'M(3M 38 DIOS S[NM M I � SN ISN3�'�IQ WIS ONINNYd TV'Idu b 3.1YDS 01 101/ 38 ayas TNM MDDH M 1013dn0D 38 M M'MOON 3H1 H39HYI 3HL •a3�!Ytl1BNOD ONCE TUM 3HL 30 IWOH 414V0 9 SN' S lAHYJ3AVd US TVJWAL 3M OW'MGM NO 0171 3W'9 Mi MMW M3HL 3D 371S M NO 1N30NW30 9 MUM NDH aM 3D MUD30 3HL Y mLMP Mr3 HD 03NDMa(091M a7 38 01nOM TMM ONINrVM 3WN03 ODHO3 M V 3SMS M w M3LSA5 UMNION3 80 Tq MM,9 3M 709 03SOdM3 W NO 5S3DDHd NOI90M OW DNNOHLY3N 3HL MUN SdW HWA KUSlS 34L73 M V 9 TI M M30N Y Z 0 0 'SNY-1 N3HiX NO SDIa3Q 3H1 Ol DNONOD71 a3DYW aNY Noo 78aIN8 31L 30 3DN3GDdO aW T1D16 3HL NO AT3ONY1 508A0 a1M J31H7 Y s NW31WISIlOD TWA M30N "I 1HDM16 NI 39 TTYr6 SBHfq TM 'A%Ofl HD 171tlff6 3Lit1DN0O 9N1s)03aN09 Ql137YdM61lNWSl m131dNOJ d" - -- -- V 3aNO AT1111 DNX LWW 3HL ND MaG WIV001 IL lY M7WISNI 31 TM6 SM 3L31ONDD 030NLM 'S Z � v MON NOL03S 11VM)DON f' 3JXYoUn3a DAd MIS OIOZ MU AD(I)V90-Z HOMS ply NO103S 11VM)DON I m a3LmdhW�Lm 9iDe3LT GWdW m H�aW KsAool AD 33dj 3a 7MSnn 6�YnY0)3"a1u '+ SA1XL �3Y8Y3rtd m 7rLvmom M ,6t b� h 133HS O NO VA313 11VM)I�Ol! alQtswm L om aft a•IanimoOw y mom m awwmy 39v a mL rwum 31VOS Ol lON a0aa�,°O� •� GamiS OLGZ 3HL 30 9IT0.6 NORM DL MN03NM TMS 3A3S 00Z 3N1 OMM%I M SSfI HOM MM WB'MVUD'o0r6Wd TM 1MDdd%TMS HLM 033MMWW MW 01 30 WWW Y•Motl M 1MVM T T��.3 . c L. _'= _ _ °'� •• r VMYDHI33dS aWOM/LS ONIZ 3HL 3D 0(S)CM-9 NO=M 9NW8M 'SNOUYJH03S Had Q3WaW 3MWf19 3H1 HU MOHHOH 13AM.9 MW M31ONO3.h .i Y� +•y 'ONMYd Ol MW WON hZ 30 WADMI V 301 MM IMMM IDS HMA 03AYYNdS 30 TMIS 9HIDYAM 38 TMS 1TYHd5Y a3SOdOHd 01 118D M ION SYMM3aS 'DOGE SSY13 38 TMS SXWA301S r y•0 T��. a315 w TM 'ONU91 ssi-a MIS/)aYM m1AVN7iN w owa M r"m 3D V9900 V OL 03MAOU 31383NOO TM MLY"I SY MIMHMOD 39 TMiS ONr 30M 30WN03 a3N3N31HL V \` ' YJY 10INH�D3103D po!q.a Y I 'R.exrMISASi 01"Is OlOZ 3HL 30 r(kto-a M=01 MnHxm TMs 32M 3m Dt oem a3GW z .l L/.�J/\ .L /� Had sr sv3 n �•>p A 3nrx ION TM Hnd Sus 3HL HG mLYdww sr 1TYHdsr a3sodoad oL XaDYrar 10N s 3HY ti I TIH w '� v S3iMA MMM3a6 WH NO 03nddY'aNYs 8N M OOOH Hd HLW a3M3s 3a TM$Mix 31ON 1V'SN30 �' 1 Y/'C'Y `f'!' Y/Y ,�•�2 Y 30VAM m 'DNIArd M1QM AM 1ON GBW M3Y1 aM HLd30 Tw Xo MYS 38 TM 1TYd DN1LSM e 3H1'1IVI M DNIM SN8/lWd&Y a390M WN WEED 3D8 Yl6 3D M W V OL 03L V000 _ 00-WF09f-d 0/OZ-tok- f 7s1 - -/� t UM YM'�A r M '�'L J'^ 'L�/� 1 ra°q'�/� '•' H SNauYDHO3ds Q�hUNI'15 GIOZ 3u 30/0-9 xoH33s OL DNR913103 1TOWSY ton Jpl 38 TM6 17rhidS'TT' 1 ZOZ�A�sS'an�Y p�q 17/Ill srou ma a•d Y/Y Y �/Y Y/Y Y •°� pd„a Avu ww vvx'1s T T 'AHD '- 3D'"01 M ARY 3/Y MORM0 f1W'?-'W A8YLc'.AVAR3NDN3 .>goog�$� W3 SAYW 70dv 335 N ld2l3N30 a3LMdnGD MOHNOA IIAYND 11M d dnoiD �uacudo/anap puns Y.Y 00 nv R c 11K!6;IGl*W r Y r Y6oZ•IQ'9f 1SN'unaST >•Na•••LA+v1+sW 1••.0 9L't ` •�". S3MLA 3da6 MR E -31'MAIM MDOH 30 MS s3611 ma ❑E .61 .MI :LHOUK Y A wream .....w+n L:SSsrsD�w 191C6f:aw4o Y Q N"M A7m % ms .09-Y5 0001-0003 I Me 1 'tPi 3Y1rN Mod!a34611S10wY1 � .E .01 �� .i MYU35 SSaN3 17M1�Y iS ,19-9Y 0009-0001 }MYI S ,Zl ,9b-9E ODOrD"DrLZ N1M V TOflIM H/YHl/tl0 Om 3313 i.j.�e R MIMM SY MD1MW T3M ,9E-9M DDDZ-DDL tYITM[ 3NH V HO IM$0MH3dM-AD M AM T33 3DY3MIS A r.• 35HDOD 3A9 ONLM3HM15 Q3H9Fo,S • � 1 J• .FL-91 t1OL-OOZ NYM Z Tmllgl8 7RMNHD3103D �� (VMH,Z/L)1TMdSY oM lOH,Y .91-ZL OOL-09 N1M L 3H1 A9 amosddy 7tR8LM H9110 HO SRYd$IpNI . .Fd' Imo--6 1 I'- Mtn.6v NO S 1 Z 011 HY1n W WM 3a 1SIS M OL 002MYR 30M M 31VVMOUddYI YMI701 DNIXWYd 0MY 3as aN3031 I s 4 1 i S t C 1 • SHINOW 81 210d OIIVA lVAOdddV SIHI woD'wngnedo NOJJNnav d0 p ' Nb •�!. 50G� M =,�.a�.d,M..s,w•�� .� .0-.L=.,b/E 3'1YOS r-Xwu n••c�.,sJ uo. ,dJtlArid xa Yldlt aOuiNMlMO OmN,O LA,a v0 21i D %RIC RUL 3XL !! 3!J X�d a w nor a.: tww i.ov xo aAxaxdv n w of ee aw..�at:s wn..n M.• Q3.108HdY ONV J M ANJd Su rav:nav s+d nlwn vm as x.n xw,d uv,zoxen nalr "'N � ACom�3 10 n40.ar��ati N •••1 MM1rS.a••1 In�i M A�� I oZYnn rv'aV _ �• Y9LW5'ONA!!Yd OZYJUtIItW .�waswnvxw oeeor»aw•ua+xX••w'arvou •el/ze'e,•::. •.w,=e i�r'I 1HA021ddb 9NIMdL10 NOI1of12iLSN0D L� aaX,: sA9N,.ra E-.Z J31tf103015 H11M 131N1213J1r10.9/L ZL X.EZX.B �M9"�^°o S�I�11�a 'oru aartnoa�tt�nuZo xoud.xxJ N x J tl _ as � y MS of ION n,m,x xPN.X Jdx N011mliSN00 d HADMW ioM03 u#OD A�aea, L(• a/9/ Ytl NOU335 ....,., 1 \ 3ILIl'Jt\IIAIV�td UOI}0n l}SUO'J .f6-z—�—•z-.1—i o-: �; fwK r; f .' A8 03NJ _ !II-.ly J^ I I _�\• r SdaSz'vN 13RM71 -130VNVN133r01Jd 60o ISV In6A Nro3n3s d :AS QdA011ddY 111-1 11= 1 $ ,� G9051 :.21 liN 1 3rOZtd -I —I I 11 11-1 I 111-1� 1 1 I�1 r ~� I m , �y I Z mApM w,wL j „a6dBuucBlevO®7vaej Bl L L _ _ I I . /.- - -- - ti Nus•,�w r,l.c —II anuaPlr xrs/ III-zpry Z I .+aok �w z•xz..azinld lolW i I -�! 1 'crmf:3XlA.KII 7MV I a e.ei w+•d/•�...a./c my Q 3e a"rL'w {L - \•... A 9L "LL I t1z&V wow�Ld.P �_ —.a'1 z•— ' �dlf�l SNOLW3tl J3➢5 AWN SL74LL I uM r _ �� - -.c Jz•I ItY ,.wrp�l+�wa wMd M31/L Ntlld +''�\ .. $LU"as Vo 91xLo �I � -r•-- � •w,.n.v„ -' -- -- 1 tldOil MP9S G35 tAl 9l'1090 BL££1' f YISCRC'vN OBYYt ; '..). _ mud rpnanlyY 1J3NO1530 NOLLdnYJ530 31tlO t ft I ` '�N. arMAanoD I v r`7,E—j uopmwadw m>m,a4m Airs,ol wissPumd Oauu,x a ,)wldt v-go q-Laaro,d SM m mn m.r f AN SW a m lY NCdN 3OJONd m I � -- aJumg leuolssa7o,d l01WIDVRtv1 s,LJaL/4atV agL'Z oa[ IIY NDYSJY m 2 2os r `r nJs mWnas-t misty 331- DAd •r.+ 'JDI•Nv$M,kUb10Z145u4d°J'I - :n smnvp slq,y ' B - Wd�J 09=Mold sseoad wnwixeW WdD 09=MOU wwwd wntgXBW 7llbS 49=MW GId P8P8!-d JJ/bS t9=eatV aleld PalDalad Sd0-5Z b101` UVd3S E131VM 110 SdO-SZ WWI I 'SjUe jSanul IJI!gepay6uuan�aO SeOaLd apse3plpA u016uf1JV aM 3N enuany y}LL sjueua pedy t Need U015UIIJV 1tNl AYd 0 lIYJ30 1JNtt AYd LWn AYda T3'f1YxVd 3dA1 Lon AYd v 13T dad _ ,ie�,vye��ra•��♦��n�t��ea�•��aY'�M� '^'"'•••"•'�0^�^'•"� •NOLL03MD MMS3dAl O YNOLL]3NI031Om63dAt "�'"6Y•'��Oi�••��I M31A OItl13N051 �NJIM� �,\Va.a..C•/laJ,t.At7lt'A�Wi _ •,- �'-^"� M3YL D0113a051 U —..'AWN-9• E1A¢I➢ tl14aAOY!¢aaay M3IADIS13N061 � [I•aL7 pYapOt!$Wsy x LiNV'1d a10 AVN 9nN1W -:1 H all {OYNp,s ZO.9 L'OPd Ntl'Id OlJtlONtl1S _ aora ZO'ZL'OYd NV•Id OtltlONYJ.9 ! dVMvHna J m� :.:r• .Xax�.,m, ` dVM unzmiivvvd !, a 9y HOUM311143 310NI4 /- Z o,l.-JNvumVOIYI[ �::�::•• �� \ 310N 336-lun AVd.V,3nVWd III{ - PParvT�13161�L"3La0 � I ' 3dAl dNVtl Pont 3L3YJxDJIx➢'aJ. D 1!! 3,aN 3d6- Ilf 1a1i0 `rLaOrta,-,wtAw a9*Xrr. •t 11y01r 11Wn AYd�NWJ3Ym 31DN03dAl dNw Pont 3L3xJNOJ Ix3Y[,a. t Q+t /!A }lyq•YaN aLMiIOaINLXm. �li i�0;to„t�g s. -., emtl Pom 313xJxm ueA•1 � �!�iwL.liarl� O NOLLD■36 rs3du Y O NaLmais -F a rms +�' 6 �SC•' f O NOLL73C O NOLLD36 a py� O .aYlllaa wamllml dmro aNJ- Dxarm� 1 1 YxwLa 1,6 t jr �lil� J vd°� .Nr r„n` aNlaan dnrxuwm 'xawm""i6m"�Anmsr.no o'�'r"1 !t � �; �.fY Ya° _Pom N.wsa�a oxl°•m any !BLa �Sd wjs tZ() / ,tdl,-�1 1� 1T'•� A d�0'e01�, fWS aIItR�[9 I_ ,ML Vi�I 4 �•�•wr Tn•'rlM'Y �rsA..aPn9 I rnr. i ,Ld an ,YWb,Oa IaOXID _ll \aLOrID 1f03 NM.+30.5 YraM tOtM 'Aa c•n ra ran r.a. •� --°ximiaals' tea advmmWnoJ mxr aawu Yv1Ma9vr0 L � »�e W J3io0 hDe3rpfa YVl rY:VUP�' lLOYID 1YNIMVJ 1NtMa•M tE0! ,- a� ON3D3l �a�� m 3�dx� w3:evl��0 �� auvn �aUYMr6,Do>� t1l0.to f101-i01-09f mj 0/OZ1oM9C�Nl � NtLav YM ra IPi�auia ONa•m 35 � +wunm.a.ufmaaw doz aaK'••air OW0.0 rift DZ1 m8'Od k a .em ourraww ou.wun,e nv,-a xvu . eued°aD as aaxoadn uuw r�aarO,x.dbwl aoKaw Oa'D � wraPwww•OL aaa Px wo-..,now.11 �+ .-..�o. WL,JaS'JK3Wd0HVG ONY790NL{IAM/JS ttwmuNONJ aanvw is aqm wlae wotoaclap A.11anor_-aoP.d aL - S NOLL73a110 31ON63dAt Y NmID3310 3lfIN16 3dAt anD eW w aplYh•wdx ru a,°#,dAPxxi cm Owry Ou7 Yrn�t VYtaxdL-. dna� .�uawdo/a�ap punos 1L9 wWV4. -.1 W.Pvg6 o WlluIpe9 aVlaoq.a ou'xelB aiaa�+D•i Ae_eeeJ x.✓ 00.: 6 AdJ dvL LaryuxxugaA!aallaW-Lw let PW.P.lmA-S"0 M3NNYld M31ANYld dvPo3aV! Y49,aant>IHaxd6 �prl4 a i4 w p,rar ewa NO rVL p rOgt •IaYalO mv�.•d RMn,oU •Xwrrp awarNOD MPUR6 aa6 oars wowq evaeal Btal,wreld Pre'BuTue'1'Owed NO B Yv>M tomMd fi u w yP"unWtwY IaM M b Ou.Wut uNIA-P.4 Oa,r tl »�aNxtanOld _ �t .LO+a1 a Aa v a0 fv,°uw°va�:t n N* Gmanm u AIwuY•P+I adq,aVl I1WC,IP P_w ta4 SL wwxr vino s�ewa M1 dsa�N 4'x0•a.mr sXY,,.xv Wyda,u.M/W+•fl de•a,e S Z3alYNYd 3dA1 v ads Y l3TYNxnd YLtlIDI•fm �3ivduns oN 316v1J3La0 a3u w VIBu9 solo as anMrl mu pa,M1 WNr Wuulu uuu0nw ewe,aro eyt B afOMFRD xW.4lW.aA•aaM1 a0 d+vv Pw a NY S:Do•+>4 tl alvLt,aaYL•oo vwN ax•,al.rXe.l m as•ml,ewmu u.wmu.ad.4 w»w . aal.YYrvr.aru w - ,ed1tl1Ldalre a%NvuOY,int ID o sn•-vuPs la'o�O v4•n•rm•a,wavwrrwmums.was.eoro nvr•orvwAYw,DrLao'� O aovdrs Or•vA rtw,v,3a1 v/ -arty llttdf r,umrluveaemo! t a4rrMd•reenD Pa-2 Px•wIP•0'L!•NO Pvxr MD)+0 6vID 1�•'w _ f^ • xxx troaP F aIP aP4xe tau,wP.-WAI du O,,D.a 3Yleule:l.waO RO WL t laatID uNla•Ad wD^D MOaV pxaa.dt0'a,axp Pus OnD'Or+D r+a•4•aP ItM•reC S60Z-lOZBfi tlM'l1a,aA� any0 IuaM av{reW 06•M 91G7 ,n q Xn1• ,� - ^ I I , a �' �1 dx�W D u'�"•°� a xdu^s a arro Oa6saua3u -- ,Imu•azmuawwrld wr wow+w wets neaaea ws YA - e-- lri �[i�� rlrlDPn.1 @ga0%a .SR-00a MA OL•OCd u9d PWultS wS S c+ 1 I- I _�`y I.T T r*aa FLwelC sr YA�A weIdPYUDD aaS -t- J _fW110 ID -3 ND�,OIMMvllf/,a3 v -/ mml exro luvaWa,,p:Xnn :1CT6CCCZa xf 19106�u CLV 7+L 'rl®VP aR'I ueumPd Pue,glnS Pua ■ v. L J v gma0+++•v,SsawDra+namntdlnuno eas "swnl�x'�'varaaaaLIDo ! ama eero smanvxuloJ 33s eab pnwdaO Damp Pw 41nD'OaDA ZL'OL'd ulld ryrpugC re$ I LGx an- xPA•P anDunaWd YLYlgltalD a /'-IdA,l xaa-.V P-it ,udwp OalJ aµ A qua 0m Ooo,aP•aS S '°iy Xv,a YL r.WICe �"'DW, nn.AV'a1nD ll;,q .,d H'iL'OL'd Sv.Out<WwIETw•Lmllyd AN tmneuwl9X.KinrxWNAaA 335-,xmt Xq�BNVrdI�[d a.10! at1 XI4 IdFn9•alt�ygnq,ubwa a/Dy,G weld PeAUJD aaE 0 Yl � ,!n tlaunJOxVetlnP .+.n,u.m xoeW'�awoD?A',A4ArCrA woo v i�•- Omaxn NwArvmO lases 'OUIW7 y1a�L' xmn-Is n rnWxaJ>st iiA taa- ee.XY er nON•a Nd ka uPn Owgl Orq•N:m araPao.wl �- IF - •' 1 - K^Y rp OaN wlale weync vxOelpe oxd aw uwNLaq 0,3mx33r- Nw a•-xmx,ana,101 Natty Po Xyr,tspy ..area r.v ro eaxaD ur,aa.vuq wm�x'muo,:D eed tw oD E FF Yt•a70. AA - reagoprlBWlIaIPWgalawaW9laMM-I avame 30YtlD._M E a6ro NVl61a36dd •ar Mb 6NA'MlDvtllxm33s- •�m3AON 3w- �i'Nmxn ,lwG•e n.M1 w•A w.Y+nrNr eve ac,�'.J XnA xveld neeuJD alp ul uxa9z w m]IleXsauu xnvLaaaaa xn 9 HJ1YW apaB,yl l0-'W:X•q+.aJ YY OR,P,xY3yS a0Vtl0.•Nx1 L �LyaNL/ I OteOtVL 0 xrld°v xvi Y awr,w a'C I°4NWA aW uIVV.X pmld W IIeV,uoeoq 0u ,no Z axvtd mvldlLwxDJ 3as wnd waoD ua u uxaM1 n as"Mrvn•On ewa N ws3®a M .a LL,aOt Ai04Md�Y i�G ME �I aAv ullOr xvuwveva x pa0!uvad Y Nm 1016 Ha,M oow•a N p�.v.wa VxY•LAM W Mn wsna d'W Oe•D . l0u q w.6jp au0 ul Bu,i m uepwPad wla Pam W vl uqNt e s L a]w.00a 1gxm,rn n PSKu V><•Po Oat!OnD axon.W.'ad l Y ,0 'I'm 5310N SMON (YY] a � 1 S � S ti 9. SHLNOYJ Bl aoJ anvn 7Yn08ddY sl ONMVd/ONY ApLLYTlY15N/E8n0 I NOIDNi 1 —,4 u3 Ai 5373/d 70od5 O'/V S3A33S o31039WAg 9NS17'f0V9-'VWLJ(3 3W OLM OI 8019d 15fr 30VW 01 563400/53V89 ONV SMlV6y Nsvo N91Yo 0NV J-7NI 9WHNVH T7V DMISIrOV ApJ 37D1 KWM 38 77YH5 WIOVWAW 3M'll ts. :A9 3LL 7N WMVWMO 3W ONLL53L 7/1SS300nS 62LJV 3VH NNHO 3W 1D1708W 33YAOA 1S JDY9 JAl3LWd 0l AVU50d AW Trld 341 M MVA2&7N76 1NVYMH 7W VA00 0NY hMJH 03406ddY NY 35n M a umoly s/YMOVWAW 3W UM AJOW NW 30MIM 7 tariV NOY NIYn 3M Tv M TI 13L311A3A34Vd M0738100-4 CO d35539d30 38 TWIN(NSYB wiva ONY I37N.J 3Nn M07J d3Uno 3W Ni ail V007 S31 VW T7V '01 ry 213HNEi]1�F DD 4b; M&3u¢ A 1d OffiddY W h43B SVH J3M NY7d SINI S3oi 91 nI TM6 97710 3D 7VDa93A w zi S716940 001709 S A..63d SWV89 80 nnn ONY S3MVa 9N0007 will wvfl 8 38 STIVFSSM 0 7V'6 3W s3Nn d3M35 SSOd7 53M7 dilYM AnNN SLOM35 A8Y1MA5 INdl 30NVW3o 7YlAOZAOH liia o!x nnW/NDY Y 38 T1YN5 53Nn 831YM 7)Y Z/ ONV SN6Y8 N71Y,7 71Y:.N/Y80.03N8YN 38 7iYH5 8310,7 On05 TY:SlNY1nTN1d ON dWnO-WV3815 0l 71tl11/D„03N8Vn 38 TYHS 53[Y89 71Y'6 -lVnoadd'd sNIMdaa NOLLona LSNOO 7DLL03MZD JO IN,Od 3M JY sMrN 51/V130 O VOAY15 A!p 93d Y300Vi 3o aYYn Y L0 Sd31S 37oHNYn 9EYA DMLSOi3>V 7MUIVW ONY Md3o h0U V007 3W U1634 OZIS 77VW 8Y11OVWAW'AMS4S ONLLSa3 3W W Sh0a03NNW ON/11YM O!dONd 71 AL3JV5 lOL3Nv/0 HJNI-AIf Him Q AOV3 SNSV8 NXV0 Z 3dU 38 77VH5 AmVMv 80(Id31N/aL MI8)137J S JO Md30 V WM sNSVB ADLVo nv B SNOLLVOIJ103dS NO1101 :11SNO•./ Alp 01 AB a3Ld309Y VI HMY0n V Z b, a3g08ddY Afi39 SYN 0NY 51531 AIWnd ONY 381SS38d S353Yd A0LL9nW5hW M3N 3LL 7LLMl a3NOl1Y S/IY3ISAS d31YM Alp 3M e<NOLLo3NN00 ON 0l SL SL37NI JO A0aY777'15N1 ONY 3Sn 3W ALD 3W A8 034O9ddV ONV SAY7d 3W A0 NMOIS 35M83W0 5531Nn 13dAl 38 TVNS SN6Y8 M71Y0 Ttl L V ils N Ol O N 12�d O J.11 -A NDH3 Alp 3W e!a3U/AY9n5 SN7 v 17/nH-SV 3W N0 AM6 S 3a TYHS AID 3M JO 7YAf78ddY LYl/tld 3M 1/IOWM 53Nn10nWS 1N3NYH93d ANY LYA 5N311Ip 5'8F!!p XIYM3LiS d30N1i Q3TV)d 381ON 7NA6 Nron d31YM E S ow"W 3ww AW�y O!60W G3W70 8 SY®OVI�J5M JlfIMM 3W P. 08 SAWaC ANY aNV YSMD-MS M3SAS 37V~107 S 131i11`� /dnNdw O/7 3H1 Ol d333d AVM-atl 1119/8 onand XS1A3NSVJ ARWM JAOnAOnY N/VN a0VAl AOd08d N/V.LMYN 3dd.'ld IhWcV S 01 7Yk(Jl YIN 9 'BA VW WW 417TAL7OY9 MY"W MODS dUVA YDX3X TVA611 OL OAN'D38 39 AVN SON38 SAM03WO nnn ffly 430 Im WOM S 838n1DV47NYH 3d/d X 3WN-3M7 03Me ION T7VNS SWL103WO INV 3d/d B Agg;ta=vmvsMI sl M)LLYONn03 ICVQtl1 ow=3 3Hl'1C1i7d5M Ain 3W A7 Al7rAw 7H!M t/7OLY7 JW's AO=Yzd 3B 77YH5 J W TY'S YRION 3S3141 ONY 7YnNM 0/7 N33M138 53/JNY Md3SIO ANY 'UN/10D WIM0HOA6 6Q)1005f1 A8 COWV.?d SWd30 6340.7 MnNIMM 3W IBM AJSN30 ABO nnMnYAY!0 Y06 1SV311V OJ a3LOVdM00 38 T7VHS SV38V 83M0 I 'AU C=3H0 S Md31 M ONd MUDYNd N0l1Y77bY1SN1 O/b'S d03 77YH5 sIYMIDIN Woo STA)3l YIS 3M aomn sN1YM da VM''&DAVAO AID 3W JO 7VAOWdY 3W WM(I33J S)S3H9N/09 at do 30 AYM ONV'(133J Try xwA130 A90 mamm 3W JO YS61SY371Y of a310YdrW 38 TIVW ONOV07 W81213W1S 801A9Y/34Vd JO SV38V N/TLDOV8 WN3W TV't '73dTCd2'1 :7I30YA'YYi i-emi4d 1 dOd3d 1YJ/NH�31030 33S 3Sb97d ASNOIl bO/3L�3dS 1N3W3�1 b'd SnOln dad d03 f)S3OM 9f ATVD/d4L 38 TiV16&MOD:C Wd30 3W:MSSOd 63060M 31J 30Y60 COUSIN&3W 9NIMOTOJ A9 unV15N/38 TVNS 3d/d 3M'L •(A ATd*W SAVUrAA274 OW SaVaWIS SwUV 3d ao S1lDK3�D'M3N 3a aW T106-W NN3A35d �A9 QiAOUddV YHSM MV VISO A8 OWWOY SY hM0MhW 3W AS 030N08d 38 TWW ONWiS 60IONV ONLL33N5 MJA981 31VW30V TA WAY 3810(W AW 7M WVn ON/003B AChi 3Won0 Id3Df3 53du Sw TY 80J ui vw a3Sn80 SnN/n WNW;39 T7VA6 7M.Vn"vom add T L90S 1 '7i39NM IJ3[Orid L 6 O Z/9/4 A1D 3a A8 a7103bV 3 Ma'(1O SUM JA=XUV#3#77Y74 ONY 5LM"31VW JSM VACr 'Nk S,6MAC9 QL 83W SWUM 1; add.W AID 3If AB di1d379Y 108 38Y(=$A0 NWW7V MZWVA7YV)53dd VaN all VW W A0W 378M0 ONY 3dOH itAd 3060600 3O770N u 0i}o nilsuo� Bi(SSSSiZY-IXIe-II 8C1Y907 Alnlln 6KtJNhBa;bV1 TYD-3AC 9A'li1VJ A8 S311n8n ON/Otl11OONn 3L Y907 01 ALf1�'hOdt?8$dC10Y81A170 3W SI 1l 5' S?VXM YN 3dld 30""W MMJS 3WIdWV SMXIYJiO3,6 dW SMAUYJS AID 3Y1 X SIAGCAWIM.DO 133n T7Y)4 S PIMVN add Tw 2 11 Yea n ss 7NNLY7WISNI al d091d Alp 3W A8 a3108ddV 073d 38 TVNS SWLIY907 M11 S TM'I =N30Y y*nd 3LY/AWWdY agwo OWJUAg la AID 3M 7d3/J W 3W FOO&7YAObVdY XW 79YD38 TAM SNYa 3530 A Mi AOOVM37 ANY J t i) 1 SMXIA"3d5 O,W sOBYams.UD avv-wvu algOYddV 2WO WW 30•VVWOX/Y M Q319AW G—i s T7YA6 saumi!0,S'dM 3)YNY10 Alddls TM 7 s J :(!p 3W AS a3108ddV 35{N83W0 SS31M!ZS SSVA 3dld ACBI mono 03Nn 1N3IQ7 38 71YH5 SN/Yn 831YM F J nAwun nears Y4 all Y 00 I Jv i71lQNDYNYi01Yi0/i all 30N939Yh00 MTa9nWSA0.?-38d Y 9NnnfalDS Q<d'O1Nd a3108ddY 3915M ONY a38/11038 38Y 57Y1!ln9ns 7VW3l Vn 73di7Z11 9 W39 AJ w Stiff 11 ME Wr 3W OL A604MO 01 W18d UD 3W A8 a3lOHddV 38 UVIS ONV SN0ILVQ JD3dS ONY SMYONVIS AID 3W aL flhWNW TIVI6 S7VI83 YW TY Z J � TAD 9SVLM IMAM C Alp 3W MM 30Yn f 71Y16 VAOIMS Sd G TV 20 3;7NY88Y NOLL03LLYUOYd 00 NodYIII 80J Tid KW4 7 52%as TYo DI yio '7YAONddV AID 38InMd A04M 3W 01 S30NVW MV7d M AiNmy M d3NnDA'36Y S dNB J/ AVM A INNI CRY 315 3W 1iD8/QixNC3N 39 TV1S S;dMB 71Y 1030Nd 3M JO N0I137dW00 NOdn'91 T(3AFj1S3a NOLLd1T73S3a 31Y0 ANY MW1JVDUD3d5 ONtl s08 owls A0L9Nndv JO AID 3M'>b NOUIM 1ALW8W 0NV SNV7d a3108ddV 3M WIN MNYGY=Y N/38 T7,A6 J/8011 T/V'1 'Q39YWV0 3IY0038 53Nn5Y3N 053L 5MON NOUX&SN00 M31SAS 6M VIA 3V/Aga N0 I[3MW V JO AGUW 038 Wdn A73LVI03nMl a3LonON00 38 TV/S s3NMonWs OAAY 53SLniovi o531-40 81Vd38 ONV 37NVAMNIVM Sl NOIONnBY JO Ain Z73O9d 3a X AWl VdnO 3W SVU NVM Jd3N 3dY SV39V aMYd TIV I 38/ISM Ol OA'mk 38 AYH 938nsV3n WNOU/0aV -uownpwdal Ao am aagio Au Aol uolssluuad uaa" 10308d 3W ab A0avmw 3W wj oNNIN/YM ONv NOLLon&sNOO X.7MW4M 3W 1V 03DV.LSN1 38 77VW S37NVULW M1OUonatsNoo o3zn;gvis'AI glaavy u!eag0-Al..laafoid spp oo amAo3 C :IYO XbOM A9r7 A 00 3M JV N•ODD 77YHS .aalnaas 1wolsJw,13o luou mj sAoangwv agi'Z 3SAadYJ SX3dD73A30 3a JY 3N1'S1531 MNDYdKO 77Y SNV7d 3a AD SIH3MAVM38 3/11/3A7 Q!d3lDYdnW 38 ISM 17YNe5Y 37Y.O9'4 SdMB 93100 NO7080 A8/OLLVZn/8Y1s 37/00aL5 7p5 3W HIM 9NU'BfMI A731aDtl N3NX 58/IOH iZ N/WW 03Zn18Y15 38 TYHS MMS 7p5 Y'1 'aul'NVpLgMC[bI0Z 3g9u"oo'1 3M a0 f AN'QM A16A3D IABNYI'X SS615YT tY QJ a89YdAW 39 tSnM 77IJADYE/17K2N!7M 3JY9YS 7W N0730.f A Md30 Y Ol ICYt78! :q 3WAV Od Poulup slg7• 3W_40 AOLIQA 3M A WJ UI AW IW N(NNYYAI X0619M IV 01 AYN A lIDW AID 3W AdMW TSJACY9 WAG?J L.7YdRW 77YAS hW3V&A0Z_3W SONIOd OWT SO 53 DN/f JO SOW01W MMN/H V 1V 03nddV 39 TTV S 11 123Mn038 5/70W NW AM15.00 ABYNOdM3L 6VJ AV7nH MV81S 363AM71 g a 3SY8 aQUDAW 3SN30 A7➢WY W V AS M&Od.M 39 710 add 3W JO MOAM 39W 3V!JYW OS 30YSO H6M M7 d1 7YAMYn ONO= a3wrnw A AWDYdnW QW world sY 773N sY s7YALLYN Aou Yo m 3M x daI 3d d0 A uoo AVOW 3W A WUtT ANYSSJU N 307W 399Y 83d TY76 SN(l'NOLL VON(W OMVdWd A79 OW V NO Girl 38 T7YHS 3d/d T7V"VAM VN ONOM CURMA 8 3M S/731V&V3d Ntl3D a38(10VJnNVn s9/OZ!30 3,vH 3,vmm7 vv NY I a3nddY 38 TYHS SWV60 ON11YNIN6 0 JSYJ 1 W)M S/7062 NO7 A1045083 AHVH0dfM W-4 ON1a335'383LW'lI SNN/N WNI-9If SMWYJUD3dS OBYOWIS 100Sf1 0NY o voms A01omw x Ai o 3W WIN 30NVowxv M 38 TVNS 9N/0a38 and si 'N6YB 9M7U35 AdYdpd/Ci!Y SY Q6A1 39 lOY T7Yl6 A!(DY!3W 7Q151S ADQYdORM A/Y SY/MaDN7!A731pW/l7 of SA S3AUVNhM7V ONV S1N3M7YMM1 7VN0aWW Wd SAVILMJU03d5 ONY SaWONVIS 33S A1nDYJ 11AMYnX3d 3a JI'QA1T76YJ5 9 314 3M 3DW AT3DSIKI J(M 03AY3D 33 7NAS lrll':tlDYdYO 39YBDlS 3V(M39Y JMOW 77 K'S "r.119 s3Nn MUM M02U MNVWM 7VM831 S KIN/91 40 WNn/N/M V ONY MNYdY3V 7VIAVZ16OH LW 01 JO AYnMINIH V N/VINIVN 77VW S3Nn dMX 77Y TI W&AW WSOXI ABV=.V-W 3W WW d3UWn 38 7NIS ASY9 9WILIX ABYWAMM V SY MW 4ifVVJ AOUA3/3Q NQUXU3af JA0AffAB3d ANV0! .o.,•l 1s}uai.u}sanu1 Alo 3W AS Q3Ld379Y Sl WMLS 3W 7aNn ai10W38 3810N 71YIS 9n7d 3M'80103d5N/Alp 3M AS Q3[O39M SY 90 3DHM'N S3HONI U O}�1 lA'11J1� a N0903NAW 3M N/On7d V 77YISNI T1YH5 MOVWNW 3M Y31S15 X31L3S ONUSL13 S�llp 3W 01NI OND8YH9S10 IYOW SI800 NO 6M01 IAd438d al ZI Zf JO Md30 V ONIK7Y38 NOdn SdYW IN3n/a3S ONY'OAOd 1N3WIai5/1N3W VOW-38d SNSYB H9LY0 77V IY081 a3 0/O8 38 71YHS S160d301N3W/Q35'6 Y&M ONV VhW A8 ai!/'N931/SY d019YW N00 3W A8 a30N08d 39 71VH5 ONWI S d0I0NV ONLL33NS MAN3W 31YM3UV 71 30OW37 ON08°dY"UO EO.9ARM S A8 032MO.?AUI VIO R'X TW SJ V0 N a n u any u}L L (L)IG 35 I YW A"ADJ azYaoNM,JJ37 38 OL 38v LYW sYaBv a3AdU5M Of d33i31d35 aW I AYn A33W3W Jf TZ&V 9LLSYSd dD Ws -UC3 A8 arl 1fM A771YAOhoY 38 TY/4 VVo(Z)W NVW 3M7n 80J aL180NN7 LM 38 Ol 3W 1VW SV38V Q3921185/0 OF 7/8dY ONY 18380190 N33N138'8 lYY3WSdn ON3 Tab 3M MM 031N15N133 TVNS 3d/d fOM35 3W 2NOd 9NLLNYIS s}u a U 1 p ady MYN900 V W&90 ARCS 9NLLSLY3 3W NO NOUO3NAW aO 1NDd 3LL JO WV3WSAM00 MO&ONLLMIS dMV1SNl 39 TYNS 3dld 9M135 3W Ol WXV83do aNV ADIl9N(U a3nwLN00 38n5AO OL AdYSSM3N SV a3N/VIN/VN oNY 6MOYWNOO 3W A8 A1IV0 1003d5N139 TVHS S3LLnDVJ OE31 3W Z 2N3KSV3 AM OAOA38,S SKY S3Nn AladONd OA0A38/TTJ 01 JO nnn1N/n V 38 TVNS 5d31L3S AOLLOnW5NG0 9Na8Y1S al H0/8d WSZladns �J�d u o}6 u I iay 30S s30J91n 83W0 ONY 378Yo 3A0Hd3a1 SVo'd3NOd WM 3`NY8Y3p WA(a3lVhWb IAo MY d3dOUGa 39 AS aMVJ5N/30 77VW Sag-W 39S'6 70MAW A0S01O 03ULLdiJ 5WJ,?V&NW 3W JO 83annN 3N0Hd JDVINW A010993A3 dn0H-4Z Y Alp 3M 3a1408d TVA6 6WOVWNOO 3W''9 If :wm_G„a3NNN 9AWV8 MM 37EVI03l30 ONY 3dD 7WM 7VY0rdpM7O6-NON JIl.SY7d 39 TIVW 83NBYn 3W 16Y8D3dSN/Alp AlD 3W AS a39In038 3W Ae a3103W0 SV 60 MlYWHIS aWfUld aSOd08d 3M dDGM.9A-..W JdVJ Amvw snonNLLN0o Y WM a777VI5Nl 38 T7VW 3d/d afX T7Y 19 SV S�7 SAW3?J AWX WSAW 316la31Y�ddl SO4WISOMid�n 3 a 3W SWU 3W NO W&S MMV4 Os3L�3U r 'd0193dSNl AID 3W Ao alOdddV SSTNn SLYM319'0 20ON17 anWISNl 38 ION NVo SUAr 20308d MLIOnUISNDD 3W X NOa VHnO 3W BYJJ WLOVWNX 3W A8(UN/V1N/Vn 3M 7f13NV7 LO.9 S3Nn NO OMOTY joy 38Y s3AM 3d/d 3W Jo 3Nn ON91dS 3W 3409V a3/O3NN03 N/YM M3N V A08d 33l V 80 NIVN ONLLSO3 38 ny)6 9N=rU WOW A-AD (3M'03U6g13d 38 TW S SIW 9AWJD 422WU W a3NOJ 3M MAUX 39AIY8ANa50 ON'AQU n SAW •-%rtflJ].l(.�13L1.I13CII.la3tCJ. NY Ia M V A8 3oYH 38 TVIS SAWL03NAW d3M_S 3oS UMW aMWV9 379L%3U MM 9f 805 KW 0 W5V lid 38 77VW EMPIAS diRM 30S'L DAUBYJS 01 604d OW 3W N Q73"aD ON'30 AW.M.38 TN76 WrV XM 3!L AO NMOHS V 07 AKVV D 3a a0 0WOWI09 3W Y 1U WTOA 38 AYn aAMJX&G 7 VAl 7VN0IL100V 2WU601MI ;UD 3M A8 a340dddV 38 01 3'&NYN 3W a0 MEMO aW 30SNI 3W AOaJ a3HIOd"J 39 TIYIS 7VWVM 3W X STWhl 3a ADn08W IW 93WH Lin TY SNOaVOUO3d5 GNY W WWM S/NCYI.NWIAW T7Y 7UNn doWYWNW 3W A A1!l .A.I.SAY 3M A IN7d XM 3a JO 91WVxko&&WOAL37Y7d3N aVNYASIA7Yn ONV S0YMMS MU0MIYY J0 ALD 83d YVHNVn 3M JO 3S1n0 ONY 3aSNl W08 awm aw CIEDSVO d388nN 39 77YI6 SINXY B11 SaWaWIS AUMM 9U NA J6Y):0V 31✓W 60 OILS 311 3SY37 YOlSAS 30YNA20 3M 83UD!ON 5270 Ail WI h9M INJNa6 1YM 3b AG �lg IY/Ipss -0 MSV X SLAOAA' M 3W J33M 7TVW S3DHNVH 1SYD-38d V O!SY aWVq V 10N6 N ONV T"UM ,Y aWM OW OAWaV WWO TN 01 WW UW1W 38 ISM NVlf 341 AD Wo/S-',&V.11L 3W f 0a?o�y 1 Ya3Nn iorm joN)au voo AXOd3 38 77VH5 80/831N1 :,S3103N MWU IV W103d5N/Alp 3W Ol 378V7IVAV AWM 38 OW 3J5-W aWYIMYn 791SM A.07 rmabbw AV MS 3W NO x6m ANY a 3dAd 3W W3iM WJ 05n S/3d1d AWI Tilon0 J/01 d 006-0 80'ZS SErD 3d/d NOW 3190n0 38 TIYA6 dUOO aO 133J>I NVW IM V34 W L33J al 6018d WA08ddV WJ AJD 3W aL Q3U1MEas 38 77*6 AID 3W A9 CM"V?M"JAGIMYNYM 40 OR MOOS 390 3W ONLL33M NV7d DE31 V'Z _ S NVHL SS37 WM SN1Vn ENDS AIM YWI Sf 805 YfOf 0 NSV 34d 39 T1VH5 dMoo X 133J 91 01 S WM SdiN3S 30S 9N/0(I'VNI Sd)US AIM VW S 'ADS30 3JVh'IVSO M601S 80 oVON 1AONVn83d 40 7YA08ddY NY 31WaSN09 ION S300 NV7d(0531)708LAW JNbV 3SAMASW A8Y80dn31 3W JO 711a11 Y'1 I d4 NOLL03NA00 LY/dYl 3M JO and 3M IV 1113S39d 38 71YNS 80103dSN/3W'NIYH 7BN35 A8VINYS n 7 Cy . ?' aY DAUS03 NY O!NOLL03NA0 SO dYl V JO 3DNVAUV N/SWION 9A JO Hnn/N/M V a3ULLON 38 T7VH5 NOSM/0 III VAI lSYM AC10NnNV JO Alp 3W'6 S31ON OS31 7AD An"V 3W 01 LMW ONY ADaYIS 3W MOW JSnff 0WIS NOLL0nW5A100 7GGNpN9 ADS30 3W aL 3M 7MLLanW5AW at W19d WU31W15 V AS IAGhADnV ONY s30YW1 do.4 03NVI5 oDU 38 T7V SEWS ME39 30S ONV SNIM aUS TiV T S31c170 3W A 3Y0 cddYMdW TW AID 3W ;UV 3W 01 SN'd VA97-ON X SY"WOO 4%(W TIVIS 6W3VaWW 39'MXI3 AWXWSAW BZJY A VWAM SAM YDLAWON oNV 53DAYW OW TV OA*016 SNYW.JTT19-Sn X SL35(Z)C M1 AlYJA"TIVAS&U.7YWAW 3MOI : Y O 'UUMSM 38 NYJ SWROYN 3W 3W7J30 SAOLLYOU103dS ONY S08601YJs N0l0NrWV!7 AID 3M JO SIAZD[39i'M3113W J330 01 a3WdoYJnNYM 3d311 S7Yld3IYH 3M JI WMH93G 77M 80103d5M 3M MG 907'3M 01 cumvin3o 'dOt03dJ,W AID 3M A108!7YAOSNdY B.TUd IWMM aMIp77Y 3910N 77M SLi3815 3SAW A aW6VM 38Y S7"Myn 3W 30NO MS 8W 3M al al"r]30 371Y S7VMMVM 3W 3d0J78 SAY 3QAI3 a0W NOLL0nW5AW38d 3W oNnna31DS'38aJ3a ALD 7pnW MnXVA 80/ONV ON/dEWS V HIM OWVJD A9 S3V 7N 1 V NYfD SLM WS 316!}0 ONY 316'MT 3W d3b TWO M7JDYd1AO7 3N'6 3W A8 a310addY 38 77VAS S7Y11/HE16 7YId31Yn 3M SW SADLIYDUD3d5 SW S08YONVJS AOIDMW J0 AID 3W 01 MNEYNOD 77YI6 S7V1831VM TV Z A0LL03d5NI1nOWM o310nWShW 363N SY1 508VONV15 AID 133M 10N 001YM SM311 JO 1N3I737Y7d38 7VA0&bV AID 53H177038 ADS30 3W aL 53 NVhV W 7VAOIGY Ja n038 AVN 8010.446W 3a 3XON.3 WAOY 490W 9NMIOTY v"33asN 5A'bolo'3YIaNOS aw 31rAimau al.0 MAID,63N .`� AAM ShWlKJLM3ds ONY SOVONVIS AW9A77HV X Alp 3W JO A0111031N96WO ONY 5NV7d aMOdddY 3W HIM MNY06WOV N/38 T7VH5 XM 77Y'I SAOI9YWNW 3a 3B TYl6!!AOl9AfW1'J7 AID 3M aD 53111 ylwsp�N AS Q3'6SM)ONpY 3S"I Awl W aO -t&-c7OY aW AtX10 21 9 7MODnBLsrrAT w dDlBd SaIfKlN q J57a7 Jr(I!D aD mt-9zM-aDD-!)3x+Na�wm floZ-90A-O9f J 010Z-101-W'pi SMf7d0 0AVIObO aGM 13W JOVINW TVNS ONY NOaDnW5NO7 ON/8n0 S30n/ln ONY SONa5VO TY 103106/d ONV MV007 77YHS W10VWAO0 3W'L rZZ96 7M 1 P.M SMON NOLLonWSAW)IMSAS 6RM ZOZ WM5'M—Y P�qa D/Ill SOL/-8'Od 3SAadG SAWJV&AW 3W 1V X10YWA00 3W A8 a3OVWY ONY a310I13N 39 NnIDNn9v JO Ain swuvoo A1nun TV JO AOVBnoov 3W AW93A A71 000 mw MM83SIK3Wd073A3a aNV7 9 DN1AMMT tWIMUNaG TVNS S3o07S a3IJo3d5 MMIN/N AM SST 38V 80 S3dOS 01M3dS nnH"fi 0330X31YM SLN3N3T 3drdS09✓H 83W0 8O SXNM306 a3137dWo r OL aSWOYWAW 3W A A1111MADAM JOS 3W 5/11 7LrAW03 AT,bYS .?N JON ONY 3LVnWdddV GbOOSAW 38 3W4XWU TMS Off SOW= Q=30 JON 38V swr Armes 31MAI a sX71713OS AWVW A3AM S37MOU AWa'W11AW noun 7DSAW(UN 371YJ T7YA6 36VDVAV/goad a3w1aD 10 A31W6 OW AS aSb/NrYIS3 AMV;iVA,SJMid 3W N/AwoM S31()ln V&SLY3 3W A SAD0Y007 30.M 77Y 5 dnoig )uawdo/asap puns 8Y110YWAW 3a SIALD�MY JAM"AO dtllA&W 53a01S YWAr Y MM"3M LAGM&A'SAY&3W AO ANaW S-CN 1VAVYff z 2Z a330X3 SON YI NVW 5537 39 JON TVNS S3d019 '80103aGN1 Alp 3W AJLLON TVNS 6W0VWNW 3W YIOICVTWJSM 33pAQ0Y 9n8nd 31YIbl3w d3W0 ONV'OV W(3 0n AV'38 T7 I6 AY08J 16 TIVdV ;Ia s5080 YS'I 7YA010N 39 77YAS SN7YM306 JO S3do75 ssoo wuhvAG Alp 3W AS a31o39/0 d0 Urld 3M A0 a3UAoO&35M93W0 s537Nn'1 A7LVS N09 VW7UN/ONIWW SNV7d 3W N/NMOIS IYW MY-4 1N3diid/0 SNOLINN0 7p5 W7 83JYMO nox Sa31Nn0O10 601DYWAW 3M 3'Ll NI7aW 39N7D38 TAN SNYId a3fO9ddY 3M M7dJ A0LLVM30 ANY SNV7d a3A08ddY 3M MM 30NVOdVA00V N/a310nWSAW 39 TYHS XdYMI 3LS TV S A YM-a0 lipW OnBnd 3W N/WM SIUMVJ 3d MYVH OL A7ddV 7766 SMON DNMOTW 3W I10LL9nNLSA00 9N/8n0 Y3NY NOLLV917UNl 3M 10A0 A[39/d0 3810N 71Y1S 53D/H3A A1TLLY907 SS3dO08d NI SI ApLLOnWSAW AaIM 316 9a"3M AD 381SOW SNV)d NOaDnW5Ap0 Q7408ddY 3M,b Ad00 V'A SOY 7VNVW 3M Nl 70S 7VHWVN A0 atW S/NOS30 3W SV 03M077V ION SI 7105 A7 AOLLDVditX'vion&SAW 38Y S3LLn13YJ NOUVW7UNI N3M'91 3'IYX51W'7NYbY410 Jo lDOdd ONY 35NtN7 SaOJDYtlLAW 3N1 X AoW Y 1161AW ADN37Y 96oz-7Oze6 VM'va•ana Agoo JO Ada9'MM8 32hYM0,03d WrW WJA00IAOMW ONY ADS=AUVWOM SL/AMad AJO NV7d 2781AW 9lbM-1W a0J 7Y4OdWY anNa—lA aal>ew I';aM siGl 20308d 3W JO 37NY1d37oY S,(lp 3M 3%W3N OW JM7AS JsM WJ9YWAW 3M WYXGFW dL XW'005f-f0A(W)ON/TIVO AS 3N(3d'3AW AMIIOIW=-3 3M 7fd 3YXUh%7706 tauvouuTApmmm zbzs'sn'sxb csiessz'9zY 7N M.d3110 W AID 3M JO 1INGd ARM JO D W 3W>n SlAaW388D38 3W aL :10N39Y MYO-4AW TTVW VIMI OVOd JO DNffMVd ONV 9N X ON OV DL 8o/9d&WB 30 3W A9 ONVM an'ownu 3a Tim sNm Hm Yo aNY 3d/d 39YN/YW7 mms 53anDYJ Atououalwoal38 831VM H8015 S, 4wirauAW 3W:UD JM IOM 39AL38M*M AMIiawsA0238d V a'Z3AIY TM6 doJOYWAMO/83073tsJ 3M:11n00V AWNLWSAW ANY M SOldd T 53(JA¢oY 378Y,NIddY d3M0 LYA Alp 3W A8 m8l/D38 SND38 DAAAYd 3MUN a7N WJS3 TM 39 ISM JWACS-M 3a AN ACIIV132A 3a VWVd 17YHd5Y WIN ''=0VWN09I83d073130 3M A8 a3VY180 39 057V JSM S7�7Y h-_U0 HOB!SIMX7d aWWM TY A10 5V 70W N00 DU3VN!WYY'pW NW 35DN'10WAW 1Sna'oWA170 M7LLYlAan/aS ONY N060d3 3D5 OVAffi 3V Nil n80Jd3d I V A d01OYWhW 3W'91 NOQONaMW N/a3000S dV'al W Nd AM VdW M ONY(UaW W 030MV T7337W5AW 39 77M6 SdOas 81"V A/✓aY1'S3MIS AM Vd1711-M YI 3M M&S180I3d A1nan aW 21H93d AYM-40 1N01Y 21W2ad DWV60 Y MVIM 01 aX0lK 1Av219 0u1.�1T 3a JQ Aln1WSA0dSW M 3d 51 If le '831YM ail YNA0710 MM 3dld 39N3J on N1VIo au V0o UNM NOaonWSAW ONAVIC 31S A0 36 TVH4 SJN3HW00 353W J0 A"Y NOaDnWSN09 QVV 3W 9A@b1'MS 30n70N AYN SYM A0¢YIlY1SN DI✓oWA7 IlA:3D add 3W d33Y M 30/ri 3B 77194 JdRilY AdiA3 3M1(3XB4!0L KNNIa0N3 7 AYII SNOT( V W M aronAa 39 77VIS IM f NVW dMV3W MaG d31VM AYMLVVM V MM YO I T NVW 2MMS S3d77S 30S MM SOM7d N7aNKWADUAMW TI 7YotAD.YW QNV 3•poW'6Ya8 6D,S1Da Y71ID3�OBYWIYIS(LOOSN)h0LLV1d0dSNYW A 11GNWd30 3YLS A�LaW6YM 3a JO A0WQ31AOI AL$AM MW 301W-MAW AOa ANY W ANSOd0 YW=31 3VD0 33 7M J"3 GT 19AYfl1W VE'2VM¢3IW10N A'G 57 V G_VAAYI 3M Sl 3W OAY SADar0LA73ds ow sONYawis sx"N�7d hOLANWV x ALD 3M A AOIIA'H J-32 3a o!NOfiW TM5 S7VIOI VM ONV AKW 71V'I AID 3W A9 o3408ddY 35Md3W0 . 7131SAS AMW1 SS37Nn:UMLLOV N7d0nWSNA7 T7Y'MM A0a0N(rNW NI W'01 A018d N0a Yd3dT Ni GAY an]VISN/38 TWE S3LLnl7VJ NOLLA3I3aINOILA3L39 T7V Z M7L9Nn8Y JOo Ajo 0 I •53LON AOaDnWSNW 7V AID 3W N/5317YA 31Va,0 NVO Alp 3W JO 53W VIN333Ndld a�kOWnV A7NO AOU MOW 34WA 80d ALP 3W JOYINX DING9al9VW/A0D 3W'i! 1p ti erg; •- _/� • �' _ SFLLNOW 81 80-4a!)V/1 "IY/1021ddV SIHL skin 3liitla1313MONO� ean7 olditltll ean��t30030tld'ltln0 d1Y2LL 313aoN0� 1N3W3]31f3tl1NnOW 313NON0 71N3W30 1N3W L ,►.J/ )'ho' era {{•9L90 III YaNaMcs cased N01ONrWY:40 YJ 'Jw b113�3f ,rwraswwro3w,.rr r� - - I33HerAl133Ne �� w�• Z&ZL•o L•i NV'Id anVaNVIS T P.J . 'SY3lY rnIS ONY 3MMOO NINLLM 3WO H9NU HO1VM OL MWISN1 3B TMIS SMOWM NY3d S9f[ seanO 313tlON001N3W3O 'N080 308DNONNwHS-NON Y mu Nuo Ham 3 L lD im aw 3a6N1 m0am MUN 3B TM Y3Y 111DXM 3HL'MM��L MO1S OL S3dld TN!0 NOOYTWISNI NOdn '£ SDI` AG IVAONddV ON[MVH(I NOLLOnUSN00 �i "Pa "1A00Y A�°"1 AM,, wnw ams and mm sM11101N15 of Sam SNOIlb'O1103dS ;1zy1L � Q 39 1M 5 SNO 3NN07 3Ad Yd TY 1/M 3aN MWLS 3KL H M 6 7i 3aNaN LS 3H i0 30LS110 ONd 305NI ma0nn AlDi1 TNNL SW700N1 3d d T Y t3 EF + £3 Oto-aS VOa Md MM NOl9MYA1 BW 31380NOD NOIlom:USN00 eNna3a3ar3 t - .w 10-as VOa fld N6YB aM t 3dU �_ 0M- roa Had N64H HHO It 3dAL t AK ` Oz0-OS VO3 Had NIM K%V3 t 3&U L WZ/9/6 ` $ � waoMMr. vmop70YM J JfO'a� " Mwto3ard i :m MlWN03 TM6 SNYId Ja NO mLMNI SY SNM WO M8015 Z IV213N39 uopna�suoo N1d30 '11aYNnm a0'YO£n OUISW 10 Sa3WMlrg3a 3HL 1T3n TM6 OW BII1Md 30 TYHS H3MD d0 0NS7J NVHL 5531 '0 51Ng mL3 O 3AYH TM fvHS-q 9dW 311I1 t� yxyKay a o j panss l AH/IS Amw ONV IAVM 30VN9 3M013V a3dlVid DL ca s�A ya�r IN'9NoLro a aWoWis 3H1 D(z)rm-6 NOD3s aW 9C N 0114SW l0 UEr MDOA 3a EM TO'HS Noa1 ammo m.(mamnnV mivm nnNlnnw'D - �../ OAM06=V 8810.V IHaGH 1S/V'aV 01 AWIOVWNOO 'eaNl(INrI`cars 6Nro3r 'r6ZM ONISM 1D SI GMUnD38 �� I S V SanO Ntna153a3d 3.13a0N001N3W30 Sfln3 NVIUM03d 3L3UONO31N3N30 3HL 9NLMK(L)1'90'- MW3S Ol ONIM80J1100 TIOW30(3 m1VDnNm'a0B3Wl 138WO HMM V MVH TM1MS(ddO)3dW 3N�WtmlOd CaLYD 03-B IAfl 03:U31HJ TILL W DER, d0 wamnom 3KL 9NILT3M 9gttr.sna ONANd15 3H1 AD(9)1'SO-M mm=at IN0M Tmis mm ON 1313MY10 •rr.3wo Vr oir3sl 1 NI 3 3dW OM'Sfllm'Y£0[0 IILSY 30 SL'E#S110D3tl 3HL ONa33W(Z)LiSD-b 1OI17X Ol YIaO3N0a TM6 111L1WP-0 NI.B 1L110(301a0110 1{11GV.Ad)3dld aM Y 33d)t3z'1 nfaoYn'vIc 1J3roaa ma� tn•eNn,m«as© e�rnu umr®mars as -� SNVId 3Hl NO m11ON301 5lDM3S Wa01S 3HL 803 315Y1d3aatl 3NY SMH3LYn ONWOTN)!3H1 etlnaa •IfLYM MtMt K'MI � Nta3n3s a Ae a3noaaav an L9DtI Tl3fliSLLS1J310Hd 6aoeawwraouee9o0 pMN+ N IlV b15NI 21 M S V pue uoisusdx3 Wna,W aV' ugd w.auM"S L rn /~ '�yir 1N 00031M16r J Nn'arnro arna 1 � x.:,� 3aYM a3SS 3 3M1 OY N76 aLON �3136asoa Lf3M3a a YoflMNaf1MIIID Nd 3Hl 30 n0uoe 3NL III3NI3B 3ONMN30 10 1333 N3A3S Y H1W 35VH mnH-3L31ONW V M OV'd1D 30 01M l371 OML D WONNM V 135�TTMS SISOd -� BLSDd 733L5 032IWAM i133n110 3aL51110 HONI OML NO mIN110M 30 TM6 SN96'Nlld 3HL NO mLrolaM SNOLLVOOI 3KL 1Y mnY15Nl 30 TM6 3LLSND sNOlS 61 'mNn Had MNIA!SM38 R t eniww •a U311119 ONtl Ewo OlddtlUl U311no oNtl flan 0wvai SV V IV 1NWd 1 .3 A mW r V KL M mdQUS 38 1T66 SrM{S53a7UMMVd q IM 311M 30N Kali-aMi Ii A 0015 3B TM6 S'nL15 OMNIYIS NOLL039 SHnO 03SM,13a 313HONOD 1N3IH30 313HON001M3W30030V;1gVnO 'SNOLLVD1303d5 atldawis aIOZ 3NL lO(C)CZZ-B NDU33S m KHOdNOO TM6 N011YXtddf 1Wd INC"ONB!W mlkdr 38 TM6 MAUS 1MYd 'Bt vowl 11M6 mw Bt tl 1 SNO&MM Im PIRPO .� 311.NO 1 Ow SMO 3R IM NI 3B V aN B3N 3L3aaN0a m00 MOM Ta1WM613S wo P1•t090 1 '.• I �� Lr � A r' J(1 NaVH 3HL ON IS 30 3No A WNVH 3a0W 50NRM UXl 1TvOW W&v 3HL NO NAM SIIM/tl 3T Ol OMC CN W 5O 1HOO I M mJYk �7' 1 � + 7IYdS S91NO'16TIt1S 7AM7AW 80 AXD1T 3131ONm NNY o9 IV ONE i-f SY o34M01)q aKL B U 3 51Y0®OMOO PSIS]NO L334 341 iY N3NOlsm N011drdO530 31VO '... 19l I�.' . ''�•,• QITY39R SlN7 SAWS QLp06 faro 31A NOY STMHLN 10Q1-SL lY a31GRr SINOr N16M'aO NIa30 TS6 3MI TM6 Ot GI S 31.T1 a3�(M a WNO .L _ ` Th16 XS 0360t o V 11d M'Of$ XXNL'DM NOO TMG 18 003TH3LV0 N D 3J IND S6 A WO IT Y 3 oatOLarDO'Mo1W00 AO= \ �+st' ••• ♦vNMros SOW 1t5 D IYBM11 Y AB a311gdd1S 1OLO SOW)M 7B TM6 SYYa006 SWk ND 7N1 ND mIYJW SY mIN051/31 TMtS 9{IrM30.S 3L387N00LI _ - - 3,mwwtl.i yt. J•! 3.u0�d .i. I/Je• • s. LwaC.-y.4' / S t -yJw vagan(wrda,,o am,aglo,C�e,ol solssmuad sapum yam' A J!/ \\ 3WLL 135NOS IH mL3knQJ 38 TM6 9NfTlDa TT/'Na/0 131i1 mNATY 9 1TVHdSY!0 NO0a1'dnS ONMOUNOW 80 ONNVd 1lOO ON'a0L'IYtllNOa 3H1 d0 s,ualryary melgp'A1uo)aafad s�so am,og•C AYNAVatl in'ivn / rnnroa Nd-- a ArNOr011 rwai ya yd, 3wuvac Na,rw 3SN3d)3 3KL 36 TM6 SIY6M 10 ND00fd M 3V1r1.30ATW IW 31V9130 0 011TAWSY OY rJ,LG MOINOOr'N7S3J NOO1N 3N:laM3 31»H TIME •aaln3ag lsuolssaloaalo I41M1)W1{lN1 saaangary Mg1'Z esm 10 3a5 Na yw.� ts.j I aO 3 .3 571 lY kaLT8W00 3LL 1B QYGGII 39 HAUo IOWi TIOU'AIW�idY1t5 INl So 1YK 5300 1M S tTM M AD SL 'AU WA 31 OU"M of mlAT1Y ONE om M"G 3H70 3M1i S.i3t'SW lY'AM 80!OYWIe))3LL t6 NA0 SSi7 3lYAlN 11MkiV'nnlM D SlY6M 1531)DLL0fd00 'asl::\YN3AA0 blot lYOuldoJ•I o srwsr s3snn C A tlrM A 3'N0003S"O Y 0)Ohowd 31O 1l,YQY1d1.'TIN01N/OILL1{Cq:-OC IV SLSLI NOUAVP�30M.ad CI VK S4d%UM-5W-a"arA= m sua�e,p s LL esm Ao aarA etlna 10 3atlf J ' etlro io 3an xots nrw�-ctlnJ a0 3av, NYu�TM6 ba10Yd m m'1V3N WKIN OL SY OS mum 3E TIWS rwwo Y A Soeolxx l TM Tm10n3 X A8 E4"Nam SY*900 O OUGN am Oab'q'l1O+l3V+Y1 OOE ONO rJ lDrab SM30 OBt 30 SAYOVIONM 3�tl NJ"N=TT!6 hDAN MOJ'A16V30 M 3H1!0 Y16 El - 3D fd*31"Y Ol a31N00o ATKOWIn 3B 7M6 IWRM VUGH VWW 3 U NO m1V301 90d30 OW 9OUM 3Mt of 030W 30'M6 IN44D XIYLLOH '91 fl SOfON ON SI01 OMNre 3Hl NN1N 530Y3C6 3SM00 d0!a7�&w TY OL mrkM 39 TM 3r^7SH3N IMMLS3a 10•ONNVd M HONd SarM U NNNI TOW 3H1 at L5o0 VAM ON IY'0NIN35*W 0(Mr"Mlt.'SS 01 7NUMN mN35 38 TM6 td3 COND 3HL AB a3NOp3l3a SY 94MLOW 9DBDd NO 7fT13lVh 350m SYH 1VH13NMS LWV" 'M am ON I-=onddV-A3H H0M OWL 38 1SIM IMiM M1N OW DVMM NUIM Mqn 331(M116 311'1M)mY 1CM Wit SMn10fYDS rn SV TBM SY GM)001 39 TV G S3NId M LWS TY'1W V M31 3Hl 401 30M MIS"V MKW W H1d30 TON fro AM 38 TM M 6 JWHdV OR=1D S300 M TN'DIM 1MWSV at NOW)O3t030IH33NDra 3H1 ''J',•, `s�uaUa�sanu 1B a3wHaal OW m1a3d51D 38 TN 35d1103 d01 9NDlMIIS T J H 3HL MO88 mH9WO 3 O NMRIO VN 1 N ,01 39HnOO 3M ONINAM 03HSABO,9 U01bu11JV CIA Cy 3wos 01 LON��nrr, Z/1 MrN.£ 3 N an uany uILL wi30 N Mva7 (MAN 30 30LS JMM3ILT351M 03 MNA 'SNOLLYJHg3d5 OMgW15 910Z 3HL 30 MI!-S NOW)3S O<WBO3N0O TM6 IN3N3Atld 3L3aON0O 1NHdstl 'Sl souaUJ}J Bdy T41Vn 316 10 VON&.'Y IW MK21Q 3W 01 SJTt M LCU 1OOMNdmO W MMVOlN*3laW TMIS a0L0MIAM X IMM 3Wd(1 r ( ONOY$'RS OOStUD 10 d01 m1YA'0=3K1 PZW H IM W SnNW NO MV D 3Y MM V 3W TM6 W"LMWSY 3W MOW 7AaoN 3wo Yl J •`\ d01(eloo m)0Yd)Yb D ONOQD Ear aOW14 37L•:OODat DN=4S5t-0 MLSY All a310oa)30 Sr Al M Wn MI R6 1D MOM V 01 ml0fdrr13 ��G a U O}�u I I�V `�W010B ATmNMO3M 3S TMS X 00 SNV11Y.W)4 Q'0M1S SID!M Sl(C)6T0-6 1a103i OS f ti"D TM S 35k=3S'W-'1%VIB16 0O6rAC, 'ri TDNMO 3H1 01 ISM TYNOWOW ON IV a3MBH OW a31OYdHO038 NW d01 mrotim 71 t'HONML 10 3B TM6 SNOILWD3d5 awnDM 3HL ON ION 00 IM MW III'SNOLLroH03d5 3W m3OK3 HO 133n TM6 SLlIS38 1S31 Ty ON Mats NO IE+-OG IV KM'MK3HL 1O KId3a-G1M OW HMHL AI@Ill 3D MMO dO1--nHXM HDNM 13AVLO D 1333 318K1 NMO 38M HWA S3H0N3W 'O Y NT103 80 NOOI 'SNN31M 1333-09 1V H0N3HL AWN 30 H31160 d01 a1UNM HOKM IMM 10 SO 80 1333 338H1 fWM S3H0N3aL 0 d OUttVJ7i036p '1NUM 3H1 NIKIW S38WrWIS TY N30f1'M o11 IM 3NO 'B i afl•LL wo •1333 OML WHLHUYAD snu imvw ON NAM/ODD J001-oS V No NOU33S OVUM OW 101 DUM M NIKIMI ADM MAY80 Md38d iO dO1 Y 111011Vz1t11.1x3Q1 31V0S Ol ION.LJ_-... >DONMp - '7ralo3al 3W ail M NQYXdW00191o"m IN 02M 03900n NVLM 7M6 WLWAM m Imm aa1BOdW1 D D / StOl 000E Had BOIaMaN00 3N14 a3kaM 39 TM6 UT49 LM a01 ud ON M~YK' who bw mm m m S1YMV 1531 ew WAIVOM 9 31AWW TY{6 HMyfd=3q'taut MLNM BWO ANY ONO o O!W W •NO1VJra0 llt•LLC Y 304 TM6 3aS 34 OL m)BOdk MOSIM -- d a35nNn 11104 IN 1tamu L a33D7a la1 TM IM OS'ON 5n 3M VGM IN30H3d 3i1 UWYAtMA mmD3Y 3O m%N7WP='MVb6 ov W. ow -T3W AD 195M00 TN)6 Xwx Uvw smow711 GKWJS Slot 3HL 1a,)t6-6)0=35 HUN Avo Twits Mw"ASY4 W3 31VDI= a Ot{4•TYYprgs. OYIOaO a+ q s,o OaSDa 0 NvtMrt.1 r9,•r wW w Mad1 Ham DwoKra rn 3MY6a a 50Nd OW OrTaID AWBOOfl1 3Dt400d m aMnDM 9 aOLTMLHDo as 1 mLON ss3B3n,OZ N0o'MLL7DE D dU'J EMOwft �")pOQUM 30 IV OW OW 38 W6 S-N=M MWIN6 ADP NL3K3N a OW Wf Mu'N01]3LNfd 37'M178'6 IUDC Md M3VW 3 TQI31VM wilSN83 '•0 33M H39W1 SNmO D 331H 3H:'.aMAY6 Ti1YdO aMYd3id 3Nt M aJ 70Y6'7805 331 ND:N101f1S lgal 731YM 1NHOW TNI6 10I0V80a00 31!•L,1'ldYd A SVPOO DAOMq 'ZI f '1gSd01 3AI1VN 3OYH3a a ;ati ' NDN3 MINHO31039 M AB mSUMP W 35 a0 N3dX3 S,H010MLL • NOO J J �~ 3Hl lV BOIDMDN0.7 3HL AS 30 mSOdSq OW mA0Y38 ATMON3 38 7YHS NOLLVNVd3H33ad 3LL5 OW NOLLYAYOX3 3aIB9ens 9NIBn0 a3HVOO90 MH3LMI OINro80 ll ''N umia S,H33N?M MINHOR039 3M Had NO NOUDMISNOO ./ 803 3MWn5 TN1Wm OINVOw-NON Y 35O D3 Ol(mVAV3)3 39 TM6 wNy NiYM3a6 OW iWHdSf anO"d 3HL SOM IS 3141 30 SNOLLBOd TY •01 [Ir� 31VOS 01 AN %M.NWN03 3Hl AS 03NPVM 311E N50d5IO M8ddV W IV oE0d5O ON 316 rM.Y'.Q3'a1Qd 38 TM6�ia710(ML5 MY SQ"V=rd NW 3Nl a a3NN3d 31SM aa011dW W SY UQZWdIOO 31U AS AD mSDdSCi 8 WIN D XNnNFYH:) 3B TiMG TRlLlMt 3YIM1 3p/1D9d1 HSFND 3a.a31031M Sr 3aS 3a No Taal"3qm SMXI 7Yd1100t5 TM 800fH010O 3a VMY 3&%OM MS0.dbd 3H1 NI TU n msn 39 m YOYIM OU NM11$9W PAM OW OOS A 3MI"In M 19M&Lt UM TN70 TMMS Trots bOlLwatim 3a -6 _ '9NLLY07 m➢WAM IOW T331.5 Or MOM OYOY 3•?rnd5 TM i SIgW Trf'mD"La 39 TM6 -MMA0O90 9 SNOBgNm 9Na.9X3 OW SWM NI Md3M ANY NOUMRISNOD(H.BONd 03HUON Al3MmMMI 38 TYI6 HIMION3 3K1 �B ;I I S3lVO TN'a3NS ON USMU 39 MS SLSOJ ON3 i ON OO'Im TY 'r I OW'mLWAM 3DMJ 9 Si T/R3LM1 3ON33 NNII-NMD'(Z'9l�p l')1�ZI-5 flw-pop-0331 1 OIOZ-IOY-09E Pl HOUD35,Nmm 1661 VNdI)10OSM Ol INWNM TM6 3ON33 XWHMD 'C 80/OW ENO 3Hl FH mNN1BO lON'HaL'NNISN00 9Hl HRUMmLNa055tl SIInH3d TTI 801 ONalddl 9MNY180 NS%a O FU 9 a01.TSMU 3KL 'L V996 W%--A)-ff Yq A/s l-SBYa dW GiMaO got aM. 9—y Paal l7 lilt SOV-8'OE 'MA/£Z-SL5Dd 3Nn At 31l71t31 1su IBYOOI Z OW'1EXNa 3L380NOO'1M1dSY rn TNVM 0� �C3 Tf50ddM W0. �51gLLYYL U WMa3J 0 IMS VAI TY HLLM Alow TM NOMEM 30 9 Wit4agy1 J WdoM3a GW 3 JNU34WlS r'J rMNMG *a.B/L z-sm cm a mm •NoamisN1 3ON33 NNn-IMO 9 8 r SkAL BOA 3Dm dOL 9NDN 9176 1o811A0/ONwTYN NOIOfNL4tW ON�0 0Ulao tlO1 llaWiM3 ON SY93tYW lMD0Y1 TN 30'a8d dnoJ� �uacudo/asap punoS '"•r-SSOd 3M 3D'AM aMMNH tLA S3MW 3<rl M a3�38 Tm6 MWJ 33KU '` 31n(13HZ)S 1SOd :SUON IYWEIN3J TMo aM 3Ri)a X Aw a NO"HOY7gM o a1Wa OO StVW M Oa 37<oa K 3au Xa3rcan rU TV V 5310H JSod 10 A)D 3W la 03rVedr 38 TM6 Sa"Lfl�lO OICtl 7W1Hfd ONY LlIIMOdIal SWNafOtl IIOOM'Of NO!d(WIMAV�TtM6 Sa1Y1 XlIMS'SNw rn Ir S aMU-3L3aON0O O SSYO U30M MKID OWUMOd 94M ddi`,A at 0AM 1 SOIC,(d�In15OK 30 QM aDM SSRMO 6�M(01Y daKS 3N1'Mom -'0 M W TM O`MV 'r - NOU 35 OM Ca,t+ I 3Dnd M!m 1 1 ( W fit) 71.a WL5N0O s1H1 Wool ONuln538 SIN3W3MBaM 9N.1_ 01 U eulmpl rAx MOUDB S3'.W K ADA 3664343e 9 d=,Nuo 3H1 TMMCM ON01 Inn-W I/8 30A SJ-02 AVNf,WW TN5 ANMD Y 1JN09NTJ TNHS BaLOMIAW 3Hl'1MWSY e6Dz-IDz6s tlAi'Nvan3 anus wa M9ILI ar9 NDCXT 5 ONWd DN390 311 OW m37M11 38 01 MIM ONSM A93HOU VMM00 MY3N AWN ON 13 WMO N0000H M 1'UEOMa/M DNRMOa NZW W D uo 3H1 oW'if a M&M 331 D N]:T'SM 301 Ol NY1000 A7.DT00 00 IM V M 3aS 3NL d3M M fit M AVM 3M TMS W1N/d0100 311 "C ,aNvowaaAPnun^1 Z6Z5'65Z"SZM J [9IE65Z'SZY 7a, .� 1 'NOaOlI8000 Ot NV&.'s'Ilo Al W'WaKlWd kN A30i3A TMlS 1010IHB/JI 3H1 39tado 533O M003 3LL 1V OW AS MVdM 36 7M6 NOt10WMIM Saa MW DMIYSM M=ONE=3a 0.-53ONMO%W3Mjl9MA ANYM 0l bONd SM M4 Oft AD WfMONA V VM-/tl-ow-I 13w= 31YXI URIn Twol-w x Dow Nw JESNU M 9 HXXVM3O Aid SQaM 3YJA OW M JWWAV TIM Nutt H333 3AVH S3WN Wl= 'NODB SWId OMAWIS 3H1 OW MNm SNOILVOU103d5 OWAS LY1) O A3 Oby MdOLSlN`N0l7O(I LLM WdOLtU�(Ot�/'3A VQ OW qM kS 0MWZ 91O wAmw ZZX 01 IMPM 7M6 7WM OY tglLvkaw Tr T saDe s9uu °Hre1 3DN94 d01 531 N NOIL7f12115N0�1V2133 t I M E 1 s f I [USON (LL'A aseq) L 60Z/9/6 eun uol on.l suo c.f �Lt t4s� ®9LOZ'0£ P�� .a •lr`�F j :'". j0l11 panss�,l/ r=c..rs-�aevarl.�+�cuM. apooJed apiM g ww:uaaios ld lsa3 rn papulold way.-am-g odAi aponlad ep!M,S u!w'46i4 9 of Id 4:PON papinold uaalos anbedo-V adRl sloz c o mr' Y SOI1SIlV1S paA!aoaa JN1N33bOS 311S(INd Ndld JNIdVOSON -1 --YUU D�t{lrvara- -apoo jad pallnbas'o-o,oC liana pepuwld aail panoldde ladlleo„Z 3Jb1N021j J332(LS �Ae a3X03HJ wda mums I -gMVNM 1.33fO11d apoojad s6u!pllnq oazLgo :viownN l3woxd papr wd uaannlaq pap!Aad S338130YHS&ORf31N! aq of ladpeo. 4-6 soilsplS adeospue- F-" Bdn3Z'L �3IWASWV KH 3 916Z1 Noudwnao Elva )R1VW '30v2100NLLSIX301N103-nLL0104380111OSd01033vid'S33W.LSNIIWNI '9 30vdsouiiv13033S'SV38VIld-33UIIIVNI.aJOWnWINIW1V1V30v1d3801IIOSd01 Z'S 30VtlO9nSONLLSIX301NIa3TfLLONVSV36Va383dVOSONY11WNI.YdOWnWINIWvlva3OV1d390111OSd01 'L-S SHLd30 II0Sd01 'S 8 -IIOSdOl AV"CIBINOMI 3snoiaSOOH0AtlW s4oiovmJNO0 IIOSd013LS ONION3YW dO n3n Nl Y vM'uojbUl jjy 3N anuanV y}LL 60ZOZ 7SOdWo' 3ldOS ON dO LNn ENO Ol IIOS•JNIISI7C330 SLNnE'L�E dO OIlvtl Vltl lSOdW00 H1WA WON3WV 3B O1lIOSd01311S ONLLSB(3 "E J�./I/�' 1 \ ld .LN4 LLH3Otivl SI'dS3O aNV SOOIO SSVUO IIV 3AOW3U 0103N33UOS38Ol IIOSdo13LS Z d v V Y ^3 ,n 3ALLV1NEIS3tld3U S8aWAO AS 03AOMddv ! �• J�. .^J•,•, L sIuau ISGAu l 39011IOSdOl a311dXO01S'SOB 3dVOSON-1 NI 3Sn-3U 3SISSOd UOd IIOSd01311S 3lldAO01S AVW MOLOVU1N00 'L - u016ulliv aM SMON IIOS - > �. �—_--- •._._._�,•.�., - _ -ti-� - _, NOZI 3N anuany ulL1 6ozoz sluew:pedy t: `� - ~ �aed u016ullib' •• VM'NONtl3AlNnov lN3WdOl3A3a aNnos AS 03a1AOIld dVW3SV8 '9L �'----- -'HUI V_� _ •'X � _`._ '10311H021v3dVOSCB71113H1 dO N01IN3LLv 3Hl Ol1HOnoNe 3S llVHS S3IONVdBUOSIO ANV NOIl00aLSNOO Olt101tld WO17edM33H1A903131U3A391WHSSNOLLION000NILSIX30NVSNOISN3W10'S3avHe-nV 'SL • ( I 1: I 'NOLLVQNnOd WMW X%9d0 3dO-IS WnWIXVW V 3AVH INHS ONIOlIne v O11N30vrov S30VUO 1w 3SWM1M3HL0 �'1-"• L` - _ �••�■■ .i ® ' ;ti n u - C`.':�f a3LON SSEIW S XlYA313 NOOld HSINIJ 1N3OVrOV MO139 S3HONI XIS WnWINIW V 38 Ol S30VSO IIOS- 'nV yL t�,` ■ ate' U_b !•,1. �,� � , � � .-.�.+_} 20 �T S �?y.7 'O310N 351MU3H10 S53lNn 2!b"1nDION3diJ3d 2101311MNd 3S 0103Wf1SStl 3iM SNOISN3WIa lltl -EL _. ._ _•� •rl-- -_..-%4 + C ' QaAO lcld " �c 1 3ALLtl1N353tld3tl •,: •l '•�• ` _ •/ i (! r 1 O Stl3NMO3HI AS NAOtlddV 01103rans ALn18vlltlAv dO NOVl013no saLL312NA.NVld dO NOL11Luise 1S ZL y. �4 _ f i ; i.•.ti`O/ =I, OLim-h -� t7' 'O 3ZI NIOVdS(INVS'3d.LL1NVldUOd lJ,711Y30 lsniwiti 3s'NU311Vd HO1VHV HLIM NVld 31-11 NO 031YO10NI 311V U3A000NnOUO Him(331NVld as ci sv3tiv 71v 'LL �1 1' r/�/'•! �'� 'ONIOVdS 1NVld 03UIn0381.8 a3NIWtl3L30 3S Ol S3LL11NVr1O1NVld IVIL3V L I h:.`v .t•` - 'NH3AOO lWHS NVId 3H1'A0NVd3tl051a v S13213H1d1'30N31NEANOO SUOl3VU1Na03HL UOd sLmn0o1NVld 'OL - BSlIV1303LS LL-1 r- V ".. '1S00 TVNOLL90OV ON o VSlIV130311S OL-1 lVONVNOILOVdSLLYSSI13NM03H101038Nd3U381WHS3OVWVO S3WIl.Ln ONn0UOU3ONn ONV'SINM'ONIAVd -` -1 ' ,,,� • - J 'S1N3W3AOtldWI 311S ONLLSOC3 1031ONd Ol SNOILnV03tld ANVSS303N 3Avl INHS NOlovMLN0O 3dvosaNVI 'B ,i J• t L'�• v L I oz'sos'00s i uSsaO9o9a .d 8-SNVld 1N3W3`M2ltllN3 NNVd 6-1 'lOIldN00010Atl 010315nrOtl 38 AtlW SNOIltl00l 1NVld •�� 'w''�. { �~ '�7 '�'f i�.• / \ OObL'61 F095 ? • \ y • t4 . ti llVdONOIltl00lAdM3Al7dHSt101OtltlLN003dtlOSONVI ELZ66VAIM'uOWan3unoW NOLLv1N3W3ldWI3dV0SONVl01UOltld6311J1I1n311S 'B �� •�L �� Ai 2uluuuld PuE V-SNYld 1N3WEIEM 'I Na N3 Vd S-1 i L (7vna3 UO3AIUHlU3dlIS)17J3WON3Wv 1� � .��, -'� ��'"�� anPA!4JLVadexpuel O113031DNIJ.NVld 1NV7dSNV6LVH11Mo3QJ3WV711jNJV8JNI.LNVid3nvH77VHS (NEImveNfVb10N1 SV3HV3dvos(7Nv7-nv [ 4 • •' y ; uBsaQS0339 ONVSlIV130ONLLNVld'1011V01dU L-1 'S3HONIZdOWf1WINIW V HLIM SV3tiv ON1lNVld M3N-nVlV03lWiSN1380LSI HOinW)rdVS 3Nld '9 N V`ld 3dVOSONYI 9-1 NOLLtlOId103dS oNtl H1d30lIOSdO1 tlOd 133HS SIH1 S310N 335 -S N1Vld 3dVOSONIVI 9-1 -S1008 033M ONv 033S'SXV3US'S3SInUS'SWOS'SL03SNI'3SV3SI0 dO 33W 38 tl•�� I I\ :•'` \ .y '.'xJ-\� /� / INHS oNv1.OvLN1 sane BAVH TFVHS'S3103dS 3H1 UOd H1MOUO d0 SlIGVH 7OW80N 110IHX3 llVHS WHELLVW 1Nvld =� j• .' jt� �'%�. 890:IOL•G YM•+�+'�I +V+a•+1,t+w.w�•Nt out NVld 3dVOS0NVl Yl 3HL a31d103dSNOwON000NV3ZIS'3dAL 3HLzlO38-7WHSONvN001SAtl35UnNd038l1VHSIVAH31VW.NVld TV 'V ; '••y+�. ,..,..•u}�o,...,. c.ttrstsa! 1.tresrs�ar t J I •r/j N1Yld 3dVOSONbI E-1 'N010VMLNOJ 3dtl0saNtll s• •�� / 3HLASo131d3HLNI1Nanimrav O11o3rans39AVWONVOIltlWWVU0V103HVSNVld3HLNOSNOI1VOOl1NVld 'E NVId 3dVOSONVI Z-1 Z90Z'N0015 AU3SUf1N UOd ". �1 -- - `� >�;� '•)fS 5` 831AN(IM+'d'dW A3N'1331-IS2l3A00 L-1 aHvaNtl1SNVOItl3WV'N3WAtl3SUnNdO'OOSSVNVOI83WVOl WUOdNOOoikuwnt)uWs3ZIs'MLE1VW.NYld Ttl 'NvW3tlOd 031dr1vn0 VdONOISVtit3dnsBHIUSONnUW>IHOMd0(3NIXSIH1H11MMVIIIWtldSNOS83dAS03W80dI13d3SlWHS)iV0M7V 1S1l 133HS S310N -lV'd3N30 - � % s i Y I t i l i H1210N (LG'Aaseq) oe os or oz o 9 LOz'o£aun f L60Z/9/� uoijonjIsuoo aoj panssl 1001Sb' (A,?vv(loot/?JOj2/b837b�SX03H0),.o,c�z=„I NV1d JNIlNYId wnwnglA yanbog BuudS Amboa Ruud&snuLL wnumcpA a VZ wnwngV\s,pue0 MAeP wnumQA a6Z '. 'y. i• eepnrogre,uaai0 PlEUaur3, Siquepr000 EfnLLL 69 1.33 3S;9N aPaH v —!dS)adreo oftn pWe3 3ftM eoluodef eat O ZGL NY1d JNldVOSaNV'l xoelari+Ys er)gparueoaaoonS ® Be j°ka+rs od f` mprwa / luenno jalulM Mud umegnBues saga ® gL �j�, =d LU L D . "Lir3A Po42!odeuretl odewea,uwpuapoPo4a ® Bel. i`% nL l". \ �1 / .�r• — ApowN Wfd ,Wfd,u0JPu8lMP0g21 rO SB ) �-�! 'Ae M33Hn ealezV snonppeo ,pljgAH A+ngx3-BIH dsu>l,uwpuapopmw £E Mand -K30VNVi\L�3fOtid L 6` �Q I 1,;-� PIOd Py C w la�ne-I-AAnl aao ,uaMAnj olio,snser z-1--id ® LOZ - -4 Aeum-a41 Jo-ryfl awmo GLMAe'J,eoluoda(sued O 80G ((+�11 LG11 WLtar '1l3w1 O ir.l4anf i 54 — EJ418 sua!d VeMO aagslg dreMO aagaB3,eaNOdef suald 4EL Ati - )p gaulN IUaO G RI ,snueN.sngopPMo sndreoosAgd 6L r pld AR04 prolrna YeMO ,propne Yen`0,elnwoo xgl ZL VNO �awwnS ssalPu3, Jsupee,ellA4dwaew ea6Mue AH Q 6L • `ry.•G ; r agaH JugJ uwrgntl,agaH 0 85 IsleS uge4s eu94Rneg Q EL6 �`3y; '9s .y' •O l _ - ` en _ po—ODD]B!4M Iluesl ,quell,wegluggs snuw0 M i • / �� \ ` ..i... 'M' •:, / . 140Itd!dnS3a 3Lve xdvw POQM600 B!N4Pa21 yeMO ,AEgsA,erapWolS sn=3 ozz poaxxoa pem0 ,epedwm,ealuodef epAydonlw snwra AwBAd uosu4r0 ,Aw6Ad uoswuo,y6iagun47 suagraa 0 9LZ �``nrp✓/ J R \ / i• J J - �� aweN uowwo0 aweryagyuaPS IogwAS A*u-t) - ^� ••T + ` / `� _S. '?" / ri QN4S \ + , �Jr• Z, dP9fd t, 1 wnpas Aof uwgnV ,Aof uuminy,wnl4dalal wnpaS gL e Jim ALI egq&g ueosnw edo4l 864 a00 ! \ dM`UOIBUIIJd gmrj uounuo0 snsnga snoop O 0V 3N anuanb'4lLL WZ0Z j NIAeO Aioepeu%S,sRlewiewsH O WE lb' 3a47aa4 4olooS suefi,nn eugle0 O BLj�� 1 -/owns f aweN uoww00 aweN ay4u8oS IogwAS Apuent) ` •,j' /;/ leluiad •� rua .0•� SIU9WISanul �/ uanwd AReaol-sser0 ynl poS umel-sser0 •y'jgYj is 9SLEZ },1 E) UO1bUIIJ V QM Molvup!ugN wo-ennsolA4dgsoo+v .:•::.. 99LL Y Y - tJQ18 �. ilOd aweN uowwo0 aweN 094uaPS •PI.-I I Aguen0 2:• �' / 0A ..4�. SCi. _ On nwil / 3N anuany 4ILL �ano0 punw0� � / •� � � � 6OZOZ S}Uaw}JedV sseio uap!eW yema u8M glRl,gsuauls snglue3gy4 441, =_ sseio le0 aga su"Aradwas umpi4oppi-i 19 991, >IJp'd U016ugJV e6peSessuedefPge6epeA 1� 101013Mcn3,s!sueu4450xele0 # Re I / �✓ SSMO psey ua4�d �alSiaod l .Q1 U4Me x spsw6ewele0 EL sC - GIS v ,'s�©[�1lal�LI, C11.iJSCOKd'• N ubo ewsNo wA en awe uow aRuaPs log S ARw O =rsJ ssejo W=l PmMS wnyunw wn \ 4o9sNod .� EOZ pld I��7 aweN uowwo0 aweN o99uaPS lOquLAS I Ayqueno I' MSO f n jepao Lugo uaaj0 u uaea a d x u si u s e /'\ • Iald / / �p (Jaj"h'I d e10 9, leoR 4.P g Irw1 3 S Be leb O ig sel6no0 arz xsuaw eBnsloprrasd V L pm • / !i_' �'� rjj;', �\ r�'^, / .�' 'y!'I�tl 3 iad!unlponM PH ,esolruoi,slsuau!4o swad!unf EG -CAl !! ^^, 1'• 1'✓, i S• J` Q jepeo eMseIV BuldseM /eauV uaaiO,s!sugeMloou suwaeBwe40 09 fmfl _ •• J'�'�/"ter,• •F' JG dH1YL$. aweN u0ww00 aweN 09PWS pq c ARWenO � / wlda !' ^ ,•^Pfd ( 1, uawWaA3 Ja}!u00 I m /• �, a / L I oz'80s'008 -i Aump BuuaMog asauede f gg was snurud �/ SL `/ Wean c" �a�a •r J✓ ��l^/ eFA _ oobL'61 V09 f 'd uadsV jeuwnlo0 4slp"S ,epaig.seplgnweA sgndod ( 1 EZ £LZ66 HM'uowaA yunopy V yy 8uluueld pue egau6eyy sngo�{ sngoM eyou6eyy t•p 4L 4a4MHa / / K C ampal!4ary adospa l 4sV ejouged woupd,eoluenlAsuuad snrexey ® £L � Q / J u31sadsoo0a goeaq 6eadwn3 eageNAs sn6ed Q q aa4 84owS WOMBoo snugoa g - pooM6o0leluawew0 1aPuoM al!4M salPP3,dS snuw0 , aajl mnsleN wnaluode(wgIA4dlPpiaO S•1 91, esoz-razes vM'+r�+a �Yd^�NmV•N r.Mr91Li 4aAq JM8 eifMu elnlea q / /�• +nrv�xrrp,•r�, ZIZS652'SLY-'+J r 191SBSC5ZY•yl AuagagA-S ,eoue@rg uwgnV,eioalpuerB.Jal40u8jawv g aldepy MgdreN ,MoldjeN,wwgnd ieoV /-� a Rr gdepy pejueweM ,PaivaueM,saploueleld JwV�!C•) Lz 'h aldeyy egA wnleupip JWV O EL \ ti aweN uoww00 aweN 09auapS pgwA•S Alqueno r snog?oa0lealpewg aN3931 JNIlN`Id 1 h 5 L l A)-IOZ �'A QSeq) HJNON .017 OZ gioz,oc sunr WOS>103HO)..O-,OZ L�OZ/q/ uoijonjIsuoO joj penssi (,kOVIdnOOv UOJ Uve�j WO Isv NV-Id ONUNV�d wnuinq!A jonboe BuudS �w�Bmxi&snuLL LunwncRA LUnujnq!A sprx(I !PI.ABP LUnuJnclA 0 NY1d DNIdVOSCINV-1 eajos jacheo 0!58W pdjeo opeyL coluoder eaj!ds BIOPM 0023ames Gep.Ajoqje,umO PIeJGUJ3. gmuop.looc Onqj. 69 X08 pams wneLqnB= S Sequ SD SD 7 jueuno Jequ!m*4d Bel. poLrd odema odeurd.uojpuepOPD4N j0--W jr -V UOJPUWDPD4N go -N ;AS aZX39H:) AP041d Wd Md. 0 I ealezV snorPOG(3 p(pqAH Ainqx3-11H deu)4,uO*uapOp04U vwd I 5mvR-vW -.0 UMAO X joine-I ua*'A-1 090 uaXAn,oUO.smpiewinel umd (D LOZ so 0 801, "ZI IS&T 1--m-e4i-jo-ro ouiweo -vAAM.-IuOdEf 5Md /SO 'o OL pEma GeqGN3.-Modef mold 0 KI. N snueN, BDO&K4d DeH srologpdo sndi 6L Md un juoFe jjem(3.e)nwoo xqj -03 Alco4 popne pma ieuipee,ejjA4dcuoew eGBueJPAH (D OL ISM jamung ssqpLI3, MIE)uwr4ny.BcI8H 89 D 03E�I I-) -, �I I I PASO I uage4s eyetilneq 4C) CL6 —)npwmwwK,ae Suesi.e1quolols snumO NOU.drd3S3U poamfba B"eN puesi ejapuloIS snujoo Ozz doje po-Boa ampaN Jima BEH IN POOMXOG JJeMO pioedwoo,eoluodef egAL4dojm Wo8ki w�du 0 fauBAd u=41C) AuBAd uosu4jo,gBjaqunLp= 101d OweN uOwUJO3 OweN Aipent) qruLIS Aar uwninv.wnpdojej wnpoS 9L wnpas Aar uwr4nV pni 4!1 erqq Ne peomw adqjn 961 Ar VAA'UOIBU'IJV qsn�j uowwoo snenle srtounr oil -4 3N anUOAV qjLL �OZOZ .030 OP Blois.Simeo0jawaH m 0 MIABO 0' X IV ebinA eunne3 9L daLS w JGLA884 43imS ou 0 BLUEN DM4uBPS PquLKS ftuenr) w c S T--- GLUBN uOLUwO3 [MuusJgd AH-'Ij SD D 'SjU9WjS9AUj AIII % -Tft-- t-n Op", POS UAAe7j 0 99I.CZ 6A U016ulliv (]M U9Aojd Apool �.rd--4 pn-em WtId 99a m S GLUeN OLIPOPS IOQUAS ftuont) 3 8LueN uOUIwOO lu"-L 3N anueAV qILL jeAoO punojE) Wzoz sluawpedv SME)WPM PEMG Pam QIWI.S!Suau!s SnWu"qvi 7- dim ----------—-- -- 01builiv 0 eqe o4was uOtPLAICIDPH 991, VE?d U SSEJE)4B S—m 6ZC e6poe eseueder P8WBeLFeA 010&QA.3,sisuBuJI490 xaJBO SME)peeN JaLUw=j )%S190=1 IJEN.ejoupoe x SpScu5BLUe;oz) CL OqSH Old sMH OLUBN uOUJUJOO OUIEN 094u8PS pqwAs ftmnc) aLA ds 3: + SSME) I,- '- — M. PISO 7u wrqlunw wnu coz Optr- L =1 wams PASAtod i ------- Lua BWEN uOLULuOO BUIeN OY.WaP f4pueno C nvXlt,� wazi aa-NO 0 I-IO-z-b-I JOPOO IUE!E)UMO jue1q uaajo,elp,3!ld x Itispuet's P4nqi CB U Aj seibnoo Lisqzuew eBnsqOPn8sd iz SE) le - .. i . jodunf POQmAIIOH esOjwOL-slsuou!Lp sniad!unr Jepeo B4881V BUABOM ffi0mv u2WEI,SISU918AIDOU s.uec[Aoaewe4,j oweN uOLULUOO GLUEN OliquOPS PDq S A;Wonr) C-)-, UaWBJ8A3 J8AuOO .?pCjW= LINTOE*009 -d I Equirujos snuTud M-61V09E fusqu Bwamog Gsaueder G ,uoujaA junOIN CE 9L 90-19 EZZ66 VM uedsV jeuwnloo Ltsipme BPaJ3.saMnwoA sqnd0d u 2UIUUEjd PUB EgouBeV4 srtqoN 9nqO4 81OUBBVV 003 suWH FA wnp�jj4WV adospuel 0" C1, ,9jouqed,eojuejqAsuuad snL4xejj w[dij U5 LIsV aJOLUIBd t - IS,2US033a qoeN ucadwn3 emBAIAS snf)e=i spBA66co snugoo 9 seA 9ADWS �apuoM OP.LIM SqPP3,ds snwoo POOMBOa JEquaweLuo wn3uodef turqI44dippiao 91, aaji mnsieN jtpnr 4oi.q nt&j ej�u P4%ee Mau k-qeqAiaS eoueog uwr4nV.ejOjp.puejB J8I43uBIeLUV Q) eldoW)RcUEN )p.dxN,wrLqn?j mV ejdeV4 pojuameM PaJuBJJBAk 60MOuBleld JSOV M eldeyy otqA !-!-joav CL wrqeu so:) euJeN Ogitusps loquJAS Aquent) OweN uOwLUO3 snonpipea jeelpBaie GN3031 E)NI-LNV-ld E t i H1:I0N -A aseq) log os ov oz o •rx ° 9L0Z10£aunr Lt OZ/9/6 uol;onilsuoo ao;panssl - 600 ISv wnwngA tanbog&4dg ,taUpuudS,snuLL wnumrA a pZ wnwnglA spwe0 epnep wnwncIA (2) 86Z aep.m0cpe,ump PRjmS. Snewapl000 efruU 69 _ (Aaqranooe aoj ave 3IeOs)+03Ho),+o-,oz NVId JNldVOS4NY1 eandgtadreoa>OeW pdmogftKmpodereaadS 0 ZLt - = NV-Id `JNIlNd-1d xog PPS elWSIU eo=ajes ® Be t• u luenno taIL"god ualelgnBues segRJ -- 'PO48odauea Ptnell,u0upuap0p0ga set as a9xaaao t•7 ApotR wrd J111duW4a , I.-�.� I �1133H -_ r3rN I�Q I�5i'Vlt ,�° / �.• - 100G --Ittt .. ealeW snorpme0� AJCIAH/wIV9-*I dML uwPuepopo4a EE ++tta:ltltd 7MVH M yTafoaa ii laurel ua*in10B0 ,uagNr7g0•ose®aele7 snuwd ® lDZ - not t �[d83cR nN JJ3toad FelleA-4l J0H!-I wj.pAeo aq-M.eModel sueld 0 OU Wad JMRU aNs!S 1mO eagvg a mdef speld O /£L -- >PeQeuN MaO alW.l PUM z djm0sF4d yi 6L \ N ti .Iswu nS ssalPu3. -urea EIM&Kmu eaBueiPFH 0 6L - 8qDH AQJ uLLKIFV,agaH e 99 -- ••• -- o '- RRS ualmp elwylneg O e[6 `•� - pld �- _�13d I I -- ---- c.- �3mY3L' W. my .,•u _ NOLdlHaS30 aLVG y Harw 130Om1500 Bw4pa t fusel BuesL amitma ats snwo0 � Lq - .� PO-1500 4mPrd dteMO Amm a-zr snwo0 ED OZZ poopma pama ,Bped w.eaum"B&Iftgw enme ® LZt o ! t i` , •�tlt >th I M ALUBAd u0suw0 ALLIB6d uoeuu0,O-QmW s±'Baag 9Lz 0 ' -i•:. r i dM3 auwN uowluop f •MaO98uapS IoquM pg ftuen T J N�. --_C�—l a ` •_ �:�F -- gw4S I 4Zf Qr. _- e wnpag,(or uwr4ntl ,ter uwNntl,w"14deRurnPaS 9L HM'u0�6ull�y l•glaanlgBle Peoallued4gl anuan 3N V 4ILL LOZOZ i IlsRluolOwop snsrypsraunr oe J x- Id AMIAECI ALO OP e11919.sleOazaulaH O tee Jalpearl 40103S gve6tnn eunlRO 0 '�•,•, `S}uaw�sanul eua:N umw03 awgIOBB&IMPS pq"S �O ; •�„ _�',-� , .�. I - - - - ` leluuatad uo}6ullJy QM uanwdNleoW-se0}n � F 9S9ELZL U tl03 xug syi4 luu lsn-en OaweNuawwop 9weNONIMPS pgu;AS AgLmn03N anuanV4iLL ' Wzoz sjuaw:pedy Punwp .' t{j✓ ��; ssetp uageW nO ,ua801 elN.-L ssuaws wwwos1W 4LL •1 I .�,_ • saWH IJBd U016uIIJb sswp teo ante sueyn,adwasuatp_ NaFI 99L __ y a6Pes aseueder pateriaueA ,go6ran3,sleuxug4so xere0 6ZE - - sseJp Paaa ta4lead ,xtvaod lied,eto0prc,e x 9gsa6ewele0 aweN u0ww00 aweN BPS IogwAs AwanO nwl� a I ssea0 V `Ie S;J Otb L}C4 utazl PJQMS wnt!unw wn4p.qaFpd £OZ - �� PIOd 1 AWne Ga A�0 a/� aweN uowuw0 eweN OBP�S pgw6S RPuenp _ =n • � C�1 18 /• "NO I eG CIA ` m •�I O ty uepap tuelJ uaarJ duel)UGaJE1.a saki x p4slPuels BRUM i•t ee j 903 O ls n ! ��'yl72IV�,O iJselBnoalzuaweOnstoprresd D VV Y _ Lz 1 .. J Belt I tadlunf poarJlloH ,�L slsuaul P sruadlunr £L `vi yr 1 f...\t dOyg,' 4.. '.,/ 1 - n ry' a!• $!.S Lepap eMselV Bu!daaM "MOBV uaaE),epuapnpoou a,ed,(oaewelp OS ir\ �' a I �:C •- •_` �• eweN uoww00 eweN oypualOS pg S 6Wuenp I 1 1•:' - z 1u91fl, L I OZ'805'008 -J uaata"Lalluap - m "v• saWH _ V: oso�e ! *00iZ61b• •d 09£ L r Qua4o Bupamop asauede m £LZ66 VM'uO /'. «• c�•'.•,� 1- - i f ;.�!wan 1unolnJ r etelwtes snuwd st Y dseu!iwnp0 4s&smS Ez O S f-. 4a4�HaL- 9uluueld Pue ca Rtau3,satgolnuraA srgndod ! �-I rS0•®• ! _ F alnlTa11401V adeospue-I egou6eW sngo)l sngotl elou6eW 0 qt ! �✓ trxavaw i GA m E c. m I uSlsaQso00a ysV ewuged RJOw ed,ealuenlAsuuad snrgxwd ® el, rS 177 yoaaq ueadam3 eopery,fs sn6ed Q p In am GNOUIS wBAMoo snupop tl's, g f^z O ( ••�i PH ^' -. . poom6o0 leluewewp PPuOM egl4M s�M.IS snuro0 c: , 4L �1 V �41 50 ocoz-lotvtvM�saw a.yawtYo„P.w>umvlu aatLernsleN wn0luode(wrglR4dlPptap Kl�,.r� st _ - - - - _ - ,-`•` SF(D y'1 ,rrrvovq b+M+• z �a vmszsa�ef mrvszsaar w - 4oag .a e, uen lwagagnlag ,aoueldug uwrgnV,eroWpuerB ial4Ouelawtl B . .. \-. D7 J __ •r --�-- �' -_ t': j_.. , aldeW gol�eN +Mo!dJE%wwgna jeotl� 8 ,:...,,. I - - •i , � eldeW pajuaweM ,patuaweA�,saploueteld taoV ✓✓r` LZ /• + _ e aMeW BRA wrgeum!-�-v O EL 1 I aweN uowwo0 aweN olpuaPS IWu✓S Apuenp 1 L rrw3 raw r snonplDM tealpewg ON3J31 DMINVId n'1 1• 1• 1• 1 1 11 t. _ O ;,GULL .n • y US GUNDaHO r-jA`SM, a -��A.7l i (l;Ii ayl�r r Ay. .e �'i di ir;• l.�a+ '��•i. L�� i?C �w''''��•. A •a, 1 j"y r 6�� oC..y,• '�i � I e t Z• - • - . ."'!jJ1 '' y';u •' �1•�7,.i: i11 !v�st•� - ••��/`,..' Z�,,a ��i1 � `♦7► �., � �a".�✓ �..,. .NVr �, its /�' J'b jf•:✓' ' - .$-1 O. ��• .-.t...e.. 11 • • f�' PlOd !a �.� M. #r�r;c� F� � ■. _ �� ail `+. ° o'.M. Aprd •• '� o 0 0 0 0 :�1 T�1T �_>r 1 �16;.c.• err. _.� y T,,.? .aiv 'b:IleI3t Y laill MOM • +• . . _lio Wzoz . t ,5 IF �=4;Lc� .� .r-1 ■... - - - - - ��=+ , �f �� i 9 %,' •,�� ~�ilVi, � O nOu2�l ICA - - I y� , •,•O ono. • nnn+.:� // � � : - -- '�• ,- �� . ° 'r}I �e o :o m,�;y!��a Via! - •. - __ Oro :)i�/� '� °� �, 4` x + .o ��_.+. ��•"�� , -i's'1.'� rid ��-i °` � \\''� �� s i �� tr.�• 1,� s ��i�o " - - J� 6��1•1•l�O�r !R� ,�� `•�; K[�'..u"r .�.i r,Ni� t r��':X.go-ti. 1 -vn! ��.� ��lt' .!�.•iL--• �. �' -CA=.oin.. oY ■ 4!-LxMk z I I I I #h e vl rK_ FMON (wAaseq) f 9LOZ bE aunt 3Td08 ON SlI` iK JNIiNYId IVOldAJ_ nw I anbo 6uud ,lenbog6updS,snu!lwnwnq!A 4z Ie99 gs1A w glll 8 S e L��Z19�� xwn'tsave ONwmd aal0vdwao lee-9 GA wnwngn S,p!AeO !p!nep wnwnq!A (2) B4Z v OaW,m40imm 0oa S vgrala oa silepe _ .ss IeOZ UJeaa gwoe,uaplelew 3, p!0ooefn4l ®O 69 uoijon.;suoo 30ran aLus am NVJa 004-L le LeOo!6eW,eo!uodep ew!dg ZLL Jol panssl smla aNUNVdUrbVd Ise-Z owfS m!dS adJeO oftn rmvsONUMg IeJ-z as xO8WOB eo;=uE000o0Jeg ® BE SI[Vi3a ONUNbld Wo ISb oarrxnne of aolad + leJ-Z esa yJuro eu!m Ju!d wnsuln6ues saq!a 5L lVJ poLaodewea odewea,uwpuepopoya BELQNV`SN0uvnJ u o r k3l)MdJO3WS 34HHS`NOIlN313a33Zl doilvaLooaAdlavOs oyb SB Aimn lvalooa do v + + wfda Apo4Ri Wfd Ard,uOJPuapop dal WOadd *nG 3AOw3a tWDW1)1SIl 1NYld NO _ MLYOr d SY DN+ards 03� !e0-5 4a4)iHN ee!ezy snanppe0 ppgAH AJngX3'1!!H deuN,uwpuapopoya ff :w:iR�':}:-AJN1�Il, 1NVJd a3A000NmNe 3avaONSINif ,ua)14nloll0,snselaooJnelsnurud ® LOZ -- IO O O O IBEK !old lamed ue�!6n�oe0 I 1JmaONlarJnoaans T "� � � augene0,e0!uodef sua!d ® BOL .As03)IM0 NISveONla3Jvm.e Ie�J-Z Apfd AeIIBA Io-nBlau4ene0 Nolnwxays HJd3a.To d WOW JJemO eags!g yema eags!g,e0!uodef sua!d 4EL agAa>WXd -d3aVNVN1�310Md amdeens Nou03s Ie0-Z Pgfd ONusIx3 IeD-z 510d J!Jegau!N I!Ae0 BIW.I ,snueNL snpo;gndo sndJeOosAyd ' 6L pony 1 -d38NnN 1l3faad CSWrJBdS Sr UAL IeJS 00011 AIIo4;-jjng yema ,projjng uemO,elnwan xell (D ZL raWd 0315300nS CWHLd3a1IOSdo1 s.LsaruvvanNvwIVa3nddv saWH lewwnSssa!pu3, dawl!eg,e11A4donewea6ueJPAH Q 6L a32MIEU a3larlS a3AOaddr NUmWhldTJv3znMRd• 6eH I-pDuwnlny,agaH a BS AkasmnN Ho3nw xave RAJ-L le1e5 uolle4s eua4llne0 O EL6 lr rP.7 HLd3O NVRL 1Sn 1NYId 33S le`J-Z soa3lFJal SJl anaHs lNYId• �.v 83moch—, le°J9 PJISO POOm6Oa 6!AA1P821 quesl ,gwsl,Eua;luolole snwo0 L4 Ie0-Z >SO p00m600 61ANPea 1Je^Aa iAaslaH,eJa;!ugolS snwo0 19 ozz _ . . IBEK mpfWg POOmxogyem0 ,epedwoo,eopodefellAgdOJo!wenxng ® LZL NOLLdlaos30 31va '9W" PEK d01B Aw5Ad uoswu0 hw6Ad uoswu0,!!6Jaqun4l suaglag (D 9LZ '..'.:;u-.i°':' - az!S BALLOW ewery apOO auJeN uowuJ00 eweN 044uapS logwAS A4iluen0 . n" gnJ4S IBE_L felt' wnpag Aor uwnlnV ,Aor uwrgny,wnpdelel wnpeS 9L MTlldxare kfiWln OTrAl0oas3wu. I 6! ueosnw adou!l 86 L� ONUNV1d 03JavdRW:FD 1e:1-L nw!l WJ1 Jy.l en Ig g e �NOI srnOml1ie OTWO le'J-L 3f snery;asnounr O O4 n Ller12!u0wwo0 aNwmd AdINYJS 1 lee-L OPsH f4ll&3 AJO ap egaLS,s!BeOOJaweH O 45E b'M`uoj6uluy 3crvvoemSNUSM h les_L nA80 JOLge24401OOS sp BlnAeunpe0 O BL 3N anuany y}LL WZ0Z aweN0g4u9PS IogwAS Alquenct MTMOVS arelnvu ,,, I az!g 6u!lueld eweN apv0 eweN uowwo0 IV Tnalaaa is t 'L _ le!uuwad N dO1 Ja0 drlan6 Nd f ± NIW.ZL , , L S}Ua W}SanU IV/N S�JI uanoJd ABeOoI-ssel0;Jn1 pog umel-sseJO AausunNIV"MOVON"30. !sJn-enn so!AydelsooJy 59LL,, NrHLa31rJIN zn Baal Jima lB�-L nruy J1o!uuq!uu!N UO1�U I IJy a J�J 3ard9Nsnnt SWvuO31s3OvAS ez!S 6uqueld eweN apOO awery uowwo0 eweN 099u9PS WgLLI, /3!1uen0 L1 m sa3aruaeanNvwlva3nadv 33ULmK NM1d7Y15 a3zrlwHd a31atl1S 03AOHddr J8AO0 jun0Jc) uOj mse ONIa31rM J FILMS33w.lN 3ZIlLLa3d' 3nJ anuany uILL NOewxavewd3as 3ara"ima3eNn.SIONn Ie0'L AIMsseJOuap!eWyem01 U811DIalul,ssueu!ssnylupslW I 4LL aWINBNaaaNrO HWOSNn I.OZOZ s�uaw}Jedy 33ELLHUZ a&WU-NaA373nvuvd ogSH , smejeOanle suaJwedwasu0y0ulol0!laH Y 99L 53xrLS SNJd 310a39001 T/lxLkm3e 01 s3xrlS Baal le'J-L arrloa.ClOolf �O_L BOO a6pag esauede['pale6aueA PIOBMA3,s!suaw!yso xaJeO c 6ZE IJad U016UIIJy WJOI NfVfp AIOd ALnO MY3J le`J-L PNO sseJO paea laylead PeH•eJougnae x s4so16ewele0 � EL ewe auJeN 049UBPS IoquJAS A4guen0 _ �� az!g 6ugueld auJeN aP00 ry uowwO 0 sseJ =SVD(,LPy�ifl�i¢1:Lff3fQ1Id j J e�Sl }surd wed PJOmS wrq!unw wnyOgsAlod + EOz ,.tQ l " az!g 6ule eld aUJeN apo0 N u eweowwo0 eweN 0gqusPS logwAs I Alquenp � Y waL d 66sl JepaO WOO uaaJO dus!O u—E),ee!ld x!!ys!puels n41 0 E9 QiaAOUd d` ,9 awsd Jy sel6noa !!sa!zuaw e6ns ,Osd LZ � unr E O Jd!unfPoomAIIOH jL �b o$ lee-9f pwLy JaeO,ssuale>loou suedAaewey0 OSVI.1-aV 3 AL S B6NO lepaOeJlsely6uldeaM •�_ az!g 6111peld GWEN aPOO eweN uOwwOO eweN 09quap5 IOqu AS Alquen0 uaaJ an3 Ja;!uo0 L I OZ'905'008 I le0-„Z JasJd Aump 6uuamoB essueder elel was snurud ® S L uSlsa°sore 00fT61V09E •d 180-1Z 00s1d sV I O4.P S uad leuwn 0 sl em ,epaJ3,sep!olnwall snlndod O EZ EZZ66 VM'uowaAlunoW UoDW e!lou6eW sngo�l s eW 0 du!uueld pue aouled,e!uenl6suu9d snu!xeJg � 4EL alnpal!4DlV ad-spuel eddd 4syaJowld L h u9!Sads000e R�ZIl L Ased Lpeaq ueedoln3 pgenl Is sn6ed 4 _ _ le0•Z/L L 60000 G0,4 e>lowS eu6A6600 snugo0 -'.LNYL'Tl`dStiTdJ I J,w,30 Poom6oa leluawewO 4apu0M al!LVA sa!PP3,"ds snwo0 `•O 4L IeO-„Z efe0 aaJlwnsleN lurn!uodef wn6Ayd!p!o1a0 S •5 5L INA:-iei%vN,•N+u.a .urJ r+u,•w•xrw.sw Ie0-„Za L !Use LPJ!g 1eA!a eJ6!u elnlag ® 4 w+.•wyw' L geOV ANagaO!AJaS ,a0ue!gug uwrgny,eJog!puel6 Je140uelawy zrsrasnDW`rsr/vsrm-3- leo-„Z/l B n-„Z UJIRIV aldeW)p!dleN ?p!dreA,wrugna Jaay 8 leo_„z mdV eldeW palueweM ,paJummM,sep!Oueleld J80V LZ .9- 1 UIOV eldeWau!A wnleu!OJloJaoy O EL Bz!S 6ullueld eweN aPOO aus3ry uOwwo0 eweN 04ft-PS IOgwAS .1!1danc) snonploaa JealpeoJS aN303l JNI-LN`dld' S r F J Y I C = I H1210N (�t'Aeseq) _ 9LOZ10s aunt• , 9:, V _.,-cr- �FI1IA�ZIQ - L 60Z/9/6 3lt/OS ON uoi}on.11suoo ddW NouvinOIVO 3at/HS CNV NOUN3iEl i 39di jol ponssi / SOLLSIl'd1S 3000 ONUNVId +••^ �' s / Y ONV'SN0uvnOlvo l•00 Isv °o° 0+ - mC3a5 / 30dHS'NOIJ.N313U 33Mi ti.�. / e � s3u3as�avals3mn rrosv3a .• )C'• avert mnwoum Mus - 'JI•U!],� ` :�� — imawnawasaa�H°s+a �.-- wa 55 —noY _ urr, `-iT SS :A8 03J133HJ a✓O tuma lt3oYNVN 1.DaloNd naZiSl Zgmi nN t33foad i 1 ° ._._, - - _ I 3,s.oa awn• -�wsv3u I - _ '•,1 `1ft.• ',L i'is ` 3 - - - gomew Iv! I �;,oaila --- "� '/ - W _ W--�W 'h�•. f �--OaM?MMzrW Pt-9P17'/Y- -' ' 13dYi�1 31Y/J$(),'{YKY38 9t'IYI �.^ K RF-r _-• .�s ■ ",tr_ ��—. � .>+"Ltlg9Wt��!543,Wvw�S�� ' NOUdMJ530 31Vo MtlVNOf of .t t I ^ �� • tt � 77 I I 1 a iN e m ct 1 - S MIA f r yM`uoj6uipy s ; 3N anuanV 4ILL =0Z j j, z _ 1 6\ IV 1 04 Y i i-` :� '+ �V= � • \` � � ,:1J!'Xrlt:y + , l~r �''=:"'- -1 ' /'f •o•-I•l s}uauajsanul S ;' uoI6ullJV aM 3N anuany 4ILL �OZOZ sluaua:pedy �Jed uolbuiljy ' :!•IOt �!!$'dfIl.LJ3fO�Id �� v .s-' '�� ' _ - ,, � /'r' �' � 1 r,. Ira 6� - aanOU .� _ M �, / J `�'jTUV 3 - fi % P --`jDc�` / �-•+--1_ rJ •w \ - � r• \. .-� � �' ;' � . fl(wosa ' L 1 oz,905'o0s 'J 0017L'61b'09£ d 3irrA131NY1d UZ66 VM'uowaA junoyl ' 9uluueld pue - 4 atnUa]ly»b'adeaspuel �.'� t � i/-, a � eye •s''� (spuelsl 6wNied joijejul 1 ; is OWSL< apim I, Pue,S uo paseq aleo) c,•. / y. /� a�� ° �•; paplAad ape4g BaaZ•lOZaa YM'+W� >^Vf1N�➢17aM191L1 � y --. � _ Y� w.w�.rp,..u.irasssssLe call-ssLSLr:rn dS9bl'b4 (is p X '• -,' _ C .4 - ^i pajnba2i aPe4S I is Z99'99 6upped;o easy ;. — - -"r`_. ' y'' - �' ':• � T' 3dV0S17NV7101 JNI>I&Vd ~ suoilelnoleo ape4g s Y t t i � I i � 2ION (�t „o-,oz Hl =„t n asea) ,0.09 .09 ,ot, ,oZ� ®9�oz'oE aunt (AJV21flJJb'?JOj TJb'9 31VJS�IJ3HJ) ,10-,OZ = „I inowi -d)idvd iNlw ; ' 1 IOW uollona}suoO aol panssl -- -- I — — — — — — _ — - - - - - - - - - - - - -f-- - - - -- -- = - - - - - - - - -- -- - - - - - -'1 600 ISb' —,` �- NYld JNldVOSaNVI I 1 ` X.• � I %ke anim-, X =\_ MA(3NwBd ,130YNYK l�3load I •�i ..:� OMNM o)ooae:amoa 1- HOIHB-LI-VL �^ NNLS3L3aalloavuneN3 wrest 1fjaY.•t 'l1N.L�3IOhd I j.• i. )DOWN N1YNe3NItl153e O1 O131i - NVO HstlaL-tL9/V / r wO aNBB smewnN M NOW a3LLYd7O19Ls 531A3a CLL Na3N10 Sa3e _ .^ _. —— ... . WnN 3L111M 21 0waA I OO VNWa IN3 3dR1153111MA2 '� j 'I AYMHLVddOH101MwnnlNIN TicrtSZt 00'3ttY5gM wb3° Dt'6L'L4 _ ', NUildlaDS30 3LY0 )taYW ',MnssI- I r I WO •S �!j Mal' OW LlB�JIN13aY S3Aan-TY Y ` -" SLrNgfaao 3N enuan`d 4ILL WZOZ lb' �� - ,i.x 1 ... �NI@fal•NMCHD�Pa , � , SjUawjsanuI U016ulliy dM �OZOZ sluew}Jedy I ' :.' //. / / /� '/' /,�j �'� __ I�►'""'. "' - Y. _ I Jed UOIBUIIJb / �.c.."•Mc)G�.Jtdi;LN3Cu.t�3f08a I 1. _ / ` -- / / � �/ ; / � "wwlt - '-a. _ =; S '.. - / / � '/ j/// �iNwaAa�'sLba /� ;' xext• .• •, •.r'.� -.,�a~--- /' '• - •,/ .a. �•-��•ir-ti �^''�'- I Ot Y ♦- - /// //N� N011010 // / SBanL�r '- a--n—••i; ' ) y��t ///; 11i0n Y '; [ 3a•,1?,YIS AYW•D{ "• ^•�•I. - //' ,/ ,via; j Inc/ / / h ,,� !!! ._•,-� - HON3e-IL-vL - _`i?"=.T.�►r?�;F'c'+i,. :diQV.i> ,. / / `>'.'•f'�Y• y A 1 � - �- //� / �Is�asome LIOZ'SOS•009 7 ' OObC61b•09£ -d £LZ66 VM'uowaA iunoW I -iww V� Sufuueld PueOw roarriooNOBio9LNms _ ^..+ �' / •t►w►` I• ainpgq:)jvod—puef t �O�CI eooeaa3HSVMwstl3a,lwelss' r' t.. IY13a t , I�,yay"1 L'71 - uBlsaps000a r� 11T11 a$11 BY3Q,iloB 1qS NAA nldiw Nvw•[ a f ❑❑❑ r' 31ML 9-is ❑ �j✓/ , YDO:'IO>9f YlN'�N•�Ai �'1kl vin aNlnµ na,MDiLI � � \ h!,��'+ •^ \� ' 1�„�•x4,1... nzs-srtc�rllluteasrsn 7N I �' 0Zl! - anoLN� / / alb�''�J?;�•- I _j o� r-- - - - - - J ��k' - - - - - - - - - - - - - r 1• - I Ewa k HISON (LL A aseq) .09 .09 .0v 0z .0 9LOZ10E oun£ L ME �.t 1. Wit."a= L WZ/9/6 1 uol ona suo TWOS ON 6-1 3lVOS ON 6-1 ` •} } O 9NINIdl32i SV I�2MO02i 3dVOS4NH"I Z NOIld1S 111W 11nW l �o�panssl W0 I sv NVId JNIdVOS(INVl _ t,II11AxQt4 ^ � - i "S9 -66L-oo9 ujoo'SSSsm8d :joingpls!Q :ceo3xo31to )Pele:joloo (lenba panadde uaumo Jo) enb XMd :X3DVKM 13WOYd 9 uD44s alseM BOP INIW taPDW -V31n�nNa33roaa f SNOLLtl31d1O3dS O31O3139 Pgtge �v>r do 1 o rx. ar t 61 L, �•�w if' NouemDs3o 3tV0 Nwri �,.. VM'UOIBUINV 3N anuany y}LL WZ0Z t lb' .o'-J'-1 `sIuawIsanul u016u Iliv aM (�.oVanoov ao�aVe 3lVos i1o3Ho).A-,o�_.,� -Lno kv-1-0)IUVd INIW 3N anuany 4ILL — — — Wzoz sivaw:pedy .xol.l.r�l�l��cu r�ar�xa �I I °t - I L�o"nooV 8Od HV8 3lVOs NO3HO)„0 wr —, I/ lnoAvi -V A]Vd-90a INIW QaAOHddy (iovdnooV ao=i ava 3lVOS)1o3Ho),.o-log ° ti ud ° w` 8-`d32ib'9 A, 30H I003S _ 334Sfr6lLLMIV tr 1-4r-4d V111 N011tlls 9-lON3B'11•YL� IE"tS Ln-,LLnw SNVW-rVMnl3311H3HV L 1 oZ gos 009 ,I^,�I.fl.cl's•m�.`�'-y u�1SdQso-''J'J.a- .. }{1 z,{1, �_c_lard--3_a n•.e-.l'loata ••_� \ - III •0 1•YL. `II II 33S 5M MLL O�NV H31 13HS 00tZ'61b09£ dluno�£LZ66 VM'uowag aA 033OX3 QI11UC!d pue —CLla3N'03033N alnoallNolV ad—puEl SV1NION01SNVdX3 SLaSlNOr SdIHOAVld W133]3Ni a/3nrNoiV3araola3wl awmNl N3600153voHloe TV1a3901N3 3vvkll- 3ONVaN3 o31V0 31eno0I } I f602.102N yM 1NYN WIO wN wlvl't NgN11t1 - I I� 1 I � :_"-;.- _-I_ W�aW/F�N L12S-BR'Te�soJ rl/{['KLY217° .-- _ / A-Ll-l2 li f� �' I {`/ •' -- _.__ _-- -- i _�_ �: ��ti r.-��_.�)an11MQ 03lYO]UNN M]Y19 • � . _ t ,-. I •� ANat]ON 1111F � },� TbW.S3e `O1i]M#p3+i l {`SSS f I K•3CVtlD 3nOM-.K L 1 E � E — o-.OZ=„I. HiXON (LL'Aaseq) .09 .09 .Or oZ .0 0 L, 9LOZ'0£aunt � 31VQS ON 0 L-1 3lHOS ON 0�-� ;x� �O' 11VOS ON 0l-1 S&VIS 313bON00 V bZV-ld /S)INVd NI S35v=i8ns 1N300V Z_ L60Z/9/6 JNiovi ns GN5680AVld 01 dV4VU 9 Tv3A3l WWS901WWe'SZ#30003a LNOO NI318V3d01 'e 3 o.o-,m slNlor 1oxuNo3 aNv wnwlxvw •z uollon.11suo0 Jol panssl o"OA-.SZS1NIOrNOISNVdX3301AOHd 'L :S310N 600 Isv yL NVld ONIdVOS4NV-1 1I I—III—III-111-11 la I Ell v3ur11:N3Hvw r t— —I L—� C1 I I I I Wvaoens 0313Vdw03 VlA�DO3 r r I rI I I� �=1 f i�'i -. ONIAVd 1N30M'OV I 1i=11 I II- c_*! �L•l"_ -�� ` �. 3801LLLd3O '• I— Iil�l. / HLMHSn-u A13131dW003SO1S6lV1SdOd01 "Z z — _ l _ • HSINI3 WOOH9 Wn103W 3s 01313HONOO SlV.LSllV "L q M02JaOe l3Ab'HO 0310tldW00 ~J l 'S3LON ma Ln IWL 3SV5 OlSO 0310VdW00 :Ae 03NO3H0 ZL xm%g ._Ilt_' 2rd313.ZHVS3H a ?�O . ugAO xusd :tl3OVNtlri 1J3fOtld SfSOVJiA �ws � � du%zI w - -; I I E_ 3av6E)enS 03l.oVdW00 ?� 'W'M'M H11M 33l103NI3a'9V153132l3NO3 �'f- ;-J • _DOQ)St' NiSN'1 nN lJ3fOHd TLIR3IVW NDIYNVs00 J/L - -,'�"Y G;,, MO139 S31ON 33S (umDo9Pue dal) .'`r- 3lfK)H31iW3"SN/A1VM3019 S3V1S 313UDN03N33NLL39 D1S3 0313VdWD0 :HSINI3 ltlnD3 80.1SVOd01. S13VYDO 1331S 3-15YAC N 24 X. j /" • : AVM HDV3 00.Z L 1V WAU NSM df 83WA 3N0¢A133V& - 1►81�n03 ONIaNV M313a3N00 0il FdA3I1 31vMS�WVNB3B C6aL P-IWq Pue dC4) • r`• - Ll 4 1NIOrMOISNVdX3.3(NOudIa3S30 3LVO xwn r (d),U SNUVN A( �a • • �/ 31V.7S ON O 1,--I I ° . 93AODHD JNIJ43 313a0N00 j L j • 7 - HIM Sd31S 313HONOD 30 3NI1 3N anuanV `t�LL YOZOZ • `' 5211V15 jO dOl lV 313f13NO3 Ay�7yM HIM HSnJ3 30NO.0L8 01 SINio jHOOS 9 � ) - - ff�8d�31Jf�OO 7C31 2131N33 N0NIA d13dVOSaHVH E 7 ld .. -NOY iC 1hC3Vf0V1V ONd H31N33 NO AZ JNIOf NOISNVdX371V1SN1 Z. -� - - 'HSINI3 WOOHS W n103W HIM dIiLLS NON 'L :BRION `SjU@WjSanul /�/� NOLLOVdWOD EJNlotldanS ONnodE),.V-ld ONV NAAYI N32VLL38 U 016 u l li y�,../ (]m D- Z ' 3ALL13a%66 o1 and a3laddwo3 3av8oens 3N anuan`d 4lLL ' �OZOZ Sluew}Pedy Wd U0}6UllJd A'6 m 3lH3SON 01,-1 — Nc1lt,v�l� l�3tmtd; GNnou9Abfld £ HBINcndNOS VNo 1YjYlV 2103 33VNO HSINI3 35M SnIOVH.V dlULS r .• YN�o E)>I�•fM 313H3N00 ,'�. •,r.r,(/L pyWi ��yN I . Id 30 H013H 11V3LWORD33V 01031d1n03N ONViN3'Pdiawm aNnOHJNV Q^L&O TcS" 3HniDV3nNWI AS 031AI33dS H1d30 11�- -1 ` QL'ONI3tl3HnS 000M 032133NI0N3 i® Mrs Ol`�A/l 3O�y 1\'" Tt;tl 7 1�rs�a�.ettl JLL I I.wy.IN 73fl 1bN ld ONV NMtrl N33M139 NOLLOVdW03 - 3ALLY63H%06 01 i l a31oVdWOD 3aVdE)S I per_ L I OZ'80S'008 'J Lill lillip OObL'61f,'09f d SLZGGVM'uowaAlunoNl m x _ sf it sc _ awls 8uluueld PUe m , A wnL3allgolV adospuel Y x .K'M va we u`dlsaQso33a ssvao I / i10330VHo HSINI3---�//// :�ItN17(1St sa 33 snlava.5( CM 3dVOSONV1 iltD -"Y'�• �6 ,K�K .\- -"�.�1 .e.�r, dRL.S MOW N0330VHO H-N7 - -. 3131ONO3.6 X.9 11j BSA't-1BZB6 vM5��1 •^PO^�N�YnV>w.x B1tf : rJ •� I Y 10/8M011 H3lnw 30 dol z.zs•serse.I �Biesscsz�a•+ I M-� y Im _ �� •\�a� fineflL , tlis �•s�L�s m y � •lalnpe4nuew/q papinad aq of s)uawajlnbaj a3e}Ins,(aaje5 onL s aTjwvla son L£009ZL-009'uaseujV ou3'4uawdlnb3 pue punoi6f(eld lsamtg,ON aoingL4S10 > leugeu:loloo L J (lenbe panoidde laumo lo)VSVL Nn3:h1PDW Qt d :SNOLLVOId133dS 0313313S z o-, IIl?ION (LSAaseq) oz= L OB 09 .04 OZ 0 9LOZ'OE aunt S�VOS ON -1 ` —T-- 13NNOSNI` 'd H11M NVO HS"i r ' L WZ/9/6 —�~ aerncnvua uoljon.gsuoO '1 'Sll'.E:c�LLGLL1:dS A:LIdM1 i>`'3w!ISAr SI 3SC ID(V!!:a iAHlfi C A Fari iNSA1 t?41�:1': 'a'4ikf�l!d(3Cxtl P1l17tOAr ': .IOI penSS '_nra-tii 7P 0.."YO:M 3G+pA%v%X4 t M �.I !S3 fiG1'Lxi a'r XMLLt MUN®10 tx-M En;.w-!S(0(1"f Y:J:'211 au I=N;S IC:'!!A: OO I S V F11A AI9Pv'^w ww,taut EC at X'tilt!FJ IL:Cr d 3W aY IG(3n1E7 tiL E(3:v 3P 1:3C1 i1K`iN:"n'V•i ICX'': 3,Ylltat ZI a($(11C(A'0o]:was k L"CM❑ &H 3:41=-'r:'GW ect 114a 8D.71>a Go gl't&SIX-x'n IW M do C"T T.:,a IS THIS M am rY?E'SEEWK t701 Zan,TA�;oS17 k 1wr' wmaloluA a:Slta an.alw("tt1111.i1.'ti?c'nitu'0ii.'re w-,IUV�10L%I '�!��'D70'C V -SNOLLYJH103dS s3HnLOVdnNVW 019NI0a0'JOV SNVId NO NMOHS SVJNnOW 038111303-nV1SNI 'S =a NVId JNIdVOSaNVI SNOSLVOId103dS S3anLaVdnNVW 01 ONI08000v SNVId NO NMOHS ev1NnOW 30VdanS CiTnViSNl 'V i0Ve S7I: .3zN0ae.3S01Hu100 's poEA"en3vxurm io rl��r�anstnEr. 'M1MV1;r QZ Is aK I'M tmA 0EZ3,e cn d013W OONIVU LS H1IM SE&S3-1300W -Z Allm WE ULIft 110 �juMv�ia 6Z5L9Le-005 'kMNV1SHOLOIA1.S03anLOvdnNVnNVOHSYUL 'L 'at mzrrla=191JGi( Kiloi3Y4'Bch SEE Et"wk1*FMIJ lsFZ%--T"Je 3 Nv HSVHA. 'jyeiv AllS SS:$IAS d]A 3AA E(t±r5 s''C-77Nli I.S �r.7S 3'14,i fps„ -1111A XI'J 3'O,W'on GIk6?At A:MB XIIA W46 ';?W VA 3,:%'Cffrtii'S'iu 1Lf1'52:�{'hY:f 1. At ;:11 :'31X:)ibrT0 urIAO>tuMd I -W3DVNVN 1]3rou 3dVOSONVI NI 1NnOW 035W3 30vdanS ONVH NO-NnOW 3ovziunS :dl:'F." _ wLtS/ :a381�r1N 1J3rOlsd _- __ .t liNF 13LS 3+Yp1 E ';7,61a &h.M 4iL31 FJu scut: s m rti _-• 1 a'Sl S um AL_%.'zAEI CIL'S T:7]33 IMI U 71A11CT$It S3003 WOtH :..:..• 21V3'10 NVOHSVHI . me�1SAMEM t dt(_J rN R1rAb.e I t : 3dVy3021VH.; T ME ana I(0 L I t.th htl Noudlaasso aLvD 3ravr( aar�bopaN.,• a:(�r3ts v . r1I01 a � 2lV3Y0 NVOHSMdl e `dM'uo;6uINV MVOS ON 3N anuaAv 4ILL WZOZ 3113VI 011Vd £ A IV Mt113W'1StCIAIA•W1f:d j:313 S31 u•c(Intl xv-MM heelto I+nr+tl4rlrJajkw,:3,u -C)•-j•j AsJUIDWISanU1 KAK I8 LeAtlil-(C l3hl1'A', b/ (]M '03ainoad ao HOW UO1buIIJ N0 .Z/1/t s%.ZAZ/1 �1t10S ON 3F sm w".Z/1 Z x,Z/1 (-Z 3lV�S ON -1 anuan MBRI0d A 03HSINia u�cocB HON38 Anon 30V'� s Z HON38 1Nf10W 438W3 6 3 N e WL y ,� H018 ONIZ/A1(BOW Sa3910W-U 11Y('l �OZOZ sjueuapedy , � stvJ3lD15T17JAS1Yl 3AYS 79dsi(90[9(rife35T1 '1 avW01,A_Ml:esMI]"TV's •s�]rlEIGsletm,lat.:,1133'.-WfV#SIrwa'd31esM38%VWXet1VnNI15AMD05MIIt s 'nn13A I911L71lnAllurc'm'o�rtsA3rMeu:.ulaerM•s �IJed UOIBUIIJV nGI1VY6etdam7MA1Btlf 7ore�elo la wh"i im au a d is in rnaiywxrean(?a-,mnremrurwVnsI'Laoux maams�nctsu 33 w1,s a,'n(fun'tdtl6l:idcl n�+a((onv!sre uu ew i�'A95 a:1+sLasl: 17liii'A'A3MS'15 SJ71AEll'3Xd[SIAAt t1w,o n1aV i'Y]eln!A3AWMHAiall't iil F.GWM)A :.Kw97TrNAN!ELr 26 S6a LZIL AMR t:MZ MM A:'IatAII J=NO®J(a:::YL:UML ,` IiK'C3.1At199A CI•i 53XatU'AKA¢,7AL15N 31L a 5S3te�Sl}3'SVAr71A'ae Iq:t l:a[3'l1u M aillltfl9k a1.3'nfS•0 !ll f rld1'S r.7'W k2:eM m tH17(3Y III 1W C tliln'Jt`Y 033H'i13 6d 21'ti1o916:1tG,3dmeiaC 77iiM10 tL'NI'.VrY C NAM COG KRA lize"M Q'sh`811"i':iD IkK EiX 11 r l(tOtJH:1I3t21�(C1t:1 33tUTid ` % s,AKQt►HTJmt87AT►W190,23ACi:LIf 16f31fL1l�tTkiiT3LtlBtS YL 1Y1(RM3fLaT9WMd1LLlCZX1,91L1:tls111QN7tl'd1.;10.1S7e t C ` s'J:IIli31'er:AmONamvLYNxrroAas(%(aLOU Oyu 1:1V1aGot-elk umlielw(mtiam6Jewaitxo(so AIL PCIm:de 1M1 lglll/n MWIX&•_7(871''J]('fOMltl',11'(YJ}'SAA7('7r 3 ltt LM011>dGl Y s.9A}M XC EI(tilOfJ aC 31r:ID((LY77Yl 41LV:4V M So" t.•7:a 91C) UlaOe1/It LS d. yip V[M.rJl 'ld.U'�t t.d/I TUN 3o%10 01'M Ol J(Y TNM't k r1Aa.'i$lid!OY OQeD JM IN tM 6iogo an Gayd'3'1'A'1 al C•'12`ID(i laalsssalwelsagolpaslnbaJSAaualse}IIV sm dnnun9su73ecrc!rid'ssmr'saa'c-aws��+swusYaaaa�r,rn a gals ssaluiels aq of pannbas s3auaisel IIV srlrnr 3as:a m avA(:m Mmd A �a I I Al/lt It r I r/I i z c, SONIMVaO 33S-1801 9 9 41��1 110 .i BSrB mars ur um c anKs� 1eMI Ural :slw 3ZNONS:J0I00 n WW2 131M m 3.00TV our mrc W-1 awss I. 3ZNOaB=s0100 a tamdns nns sYl u1an:tlr 3vas nkAu (1aA0HdAJV a/t a JI/s es I / (lenba panadde sa11Mo Jo)M ES a9�:IaPOW � AN0b1 Ond (lenba panadde joLLMO AD)M ES lei:10POIN xos n) sin „ NM WE 13xrd rrd'x'I nlsnnll QAIm A1L57 (vny/ral /�,��J :SNOLLVOId103dS03103�35 :SNOLLV0ldiO3dS0310313S sea serc:lrnarnaaoa'uu?RUM rum yu 3Q YL4 nt t(16 3 -=Z/I I x J/I sun:aA nir'sm, 30 Ifi87.n AIrrW7 ra,w 1 M3B01/a non -(c;.,t,W(-� IM Ed w 3u ii :n,/�tg iro ndeaSi 3LL 3tlG'a ii>: 'ao 1M.1 Y.nr. my�74 m 01 w JA ImuoE w A< ida)V4I% Ans,1,,m WElicm(rMt33sv J 1 t8 nOvoxa % z I UZ-Sos-009 } ,tlh6 OO4L'6IV09£ d ELZ6 PUL waAlunolgl cis 3 8 aIJ•I,s start rJs lE1'^3l( 3B3r547q A31e17rEliti mta,I:,7fa t 9lnuueld ld pue Sinn ,A rr asn33aJ1y:)AV adeaspuel u�lsaOso�a us mks a tJ17yI3It1Std00 r- �� s sG trJs s tp _ .•. .. .1/ra zv LL IIIIIII�IIIII Wii lC,,whix IMSYM,,tll•11A j : I.7nl L ugxL M Y10L•ia#�t/,1'ua�V3 HMO w1A�,+f�w lyn 9l:1 �Illlllllllilll( MEEK xw.,..q(yw..,�nzs'ntrsz/�•! lnrsrrsx/w � �` - �� __ `� urt�1s lmrii yY t l,Ill 103lv;s' Y WEMAS laals ssalulels aq of pupbaj siaualse}11V 4-1 talc 0 .s,I a s1ntl:!Qr�d�iKwa I 3ZNOLIe:s0100 101,011tt1 g '1(3lraSPMCM TI;' (lenba panOJdde saumo JD) x Ja ES44 m Lim uu )13eq LOL a0WO(7:iap0W �. a.�n and'r l:ea e0e :SNOLLVO us t¢iaH w-masw tIT)n1 a.od4..k�tA.c M.as��r menl4glmAtlYi:d0N:3Ea s3oan3e sn �mt . sau o.� ..�tw 4oM...s,Awr hrmrKlrxef!aal: � �'JY1I7iH1l�Il1ISZC(i IA � ssrt¢louire 1ersllcl� rs1(A(a'rmrc•staaedd tewl13;teas(1A1L1:39atu ®JPII73T1VdL L J.�FA 5E Kil;M'm -In 6M vd _ I t f \ 1 L60Z/9/6 uol}ona}suoo IIaM-pua�a1 a� j jol penssl _ t-OOIs`d - - - - - - - - - - - - - - _ sedi(1 AlgwessV I 1 I I I 95£-nlnei aae� bbW 'ad/1 v JOOIA PuV IIeM II � I 9MD N011b'InSNI 1LV9'9'd IZ• 1 1 1 1 r SL0110NV a;lcirrg x4:sK I >UYl..1�J 90( I I I I 1 031LOIS =A90ii`.lJ3HO cn00M 6noa >lMYp'VIC 1.0310Ud 1 1 1 1 ONIWViId DOOM 972 69an01$IccWIYI 1102Oa--1IIO IMM14 -ASCRAOMMYa3laatlB 3AIlSIS3tl Z90-bIOZ •1G391Y(N lJ3(O1N 1 I I 1 a3Hlb'3M/a3laaV9 LIY ! l I I I I OOOMAId Zn I 1 ! i I aVlaO II l 1 I nWO. I I 1 I I I I l i 9102M A 9 1 I 1 1 lluucd u!qulg Pcros11 91lowi 9 9 (30 "Id1a083a 31Y0 MUM a I I I II 11 11 1 Ola31X3 N WOON Ola3lNI •uouonlwidv�o asn.�yloSw-auyno�ssmuad uwu.»r - —- -_- _-_._ __-.1—_____-.___-____ _�1._� __—_�-____- �-.1-�-_- _ _ _ _ _ _ __ _�_-..-—-_�_-_-_�__! _- .-�- -—_-_ s,tnaa4,Wulelgo,Aluoloafmdsnllnoesniod E 1 1 J33HS33S ! omuag lcuolssa�md)o W�uwlwl svayymV aRL'Z .l aOd 0'l OS 133HS 335 I aul'KYN!3SL\O 9l nziyeu6duyl ' eL•LH I LL£Z OON a3d ZS O1S m 5=p mq( 1 1 oven In aid 3e eQ peM Z9M 1 W3111Z)l LZL e91'ae L ad/ I e1e0 11eM b9M:ad�l adR ele011eM Z4M:ad�l ea IIeM 99M 1 I 8 , 1 ' 1NItld ti3liMY9 aOdYA/M ' 1NIVd a3laaV9 aOdVA/M ,l 1NItld a3laaV9 aOdtlA I 1 9M'DJ63dA1.&9 I 9•M•O..X.:3dAl. - (1 e'M•O.X.3dAL I 000NJ.ld.:Z/L I NOI1VlnSNI ll d tle'O' V11 'NOI1VlnSNI llVe'O d(Z•a VM `uo}6ullJV II NouvinSNI 11V8"D"d M.- anuan B'M'O::X.3dAl.WS ONIWVad OOOM 9XZ _�'. DNIWtlad DOOM 9XZ 3N V 4}LL 6OZOZ I 31Vld 9 X Z I IV I ` ! ONIWtlad OOOM WZ I OOOMAId Ul � , , `squaw}sanul II N011b"1nSNl lltl88►L � ONIWVad DOOM»a a00MAld.Z(t— , II 8'M'D ONIH1tl3HS WnsdAD I U01bull.ly QM 3dA1.B/S Sa3AM lLl 1 I :x.3dAl1VW SSVIO.B/S l L31atsV9 3ALLSI83tl a3laatle 3ALLSIS3a vOJ I -mnlOnus ; 1l3HLV3M/L3MMV9b1V �- 1 a3H1V3M/83la8V9 altl a 7 0 S3SSnal000M 1 l ONIOIS ONIOIS W30 ' _ l3NVd 1N3W3O a3Bld -= d I ltl O Als 1 I I L l3Ntld 1N3 a381 LL �1aad II aid X ClOM 03a OOOAId Il I I I � .B/LL .WLY 8 8 . S31ONIHS 1 1 I TVHdSV'll3d'810E� j 1 1 (301S WOOa) (3OIS WOOa) (3aIS WO 1N) (30aO1a31N1 1 HOla31X3 aONRINl 1 a0Ia31X3 aOla3lNl I aOla31X3 aOla3lNl aOla31X3 ___-_-_-_- aOd 0'L oS 133HS 33S ZL L90d'-N vl!d VD 83d-ES-DIS EL OSL W311 1 (Zh•LZG Oel aH L ad/ I viva IIeM E9M:adAl 9991 u01 sva In aid-aHL I•J= :adA l eleO lleM L9M:9dAj 1 e1e011eM L4M tadA elea IIeM S9M _L 1f 1 LNlVd a3IaaV8aOdVA/M ! I I 1 8'M'D::X.3dAL.9i6 I 1 I 1 I 11NIVd L30"S HOdVA(M 8•M-V.X.3dAl 8'M'O�•X:.3dA1. :NOI1V1nSNIllV8 VAI lL• ' 9'M'D.X_3dA1 t 1 1 ( I I I DNIWVad000M 9XL I NOILV1nSNl LLVG'O'd Wki e'M•O.X.:3dAl I r - I 000MAld.Ll i ONINVI:U DOOM WZ--' ONIWtlad DOOM 9Ki- I ONIWtlad OOOM.c'Xi— ( a00MAld.Z(1- 1N3111S3aaSOa.Ll4 I ( 8'M•D.:X:.3dAl.Wfi—� i DNIHIV3HSWnSdAO 8 M'D.X.3dAl.915-- 1 1 .X.,3dUIm SSVID.9/S I U3MlIV83NlSIS3N 1 ' a3H1V3M/1l3rUbW LW N011tllnSNl 1 I ' !vl ' �! 1 r a31aaV93hI151S3tl r 11tle OI1SnOOV• 1 i a3HLV`3M/a3laaV9 MV ONIOIS r DNIWVad ODOM Ol,XZ l I I ONIOIS I ANV1d 1NBW30 a391d-- • NNV1d 1N3W3O a391d— x 1 OOOMA1d.1sT- �GR.•Ieig6 Y.q'r.��i\1 •b.O��I,1aW\t\�.q Ylll r lVW ousnOOV.w uvvexu\4 � S�Lr6•iiST+�\'/ I91 C4S'-:2t dM 1N3WAV1a3ONn WnsdAO.: I I I - 1301S W00a1 ! (301S WOOa) (3015 WOOa) (301S NSINI aOla3lNl 1 HSINld a00ld Ud7!II SH:�S I ORl31Xd aOla3lNl ! aOla31X3 aOla3lNl 1 aOla31X3 2tOla3t P:I aOla31K; 1 I ` sallgwassV uylaopool j - pua a�a 1 s�IlaM�oua}ul sa 1 IIaM Jolaa}x3 la z �— I I b I I .0-,L=.b/L *!wIS JOOId PuZ) ueld Jo01d M d ulplln8 _ ' "W11WIS U001j ON003S :31ON L'LL[Y ISNV ONV 381 N3d S1N3W32IInom A111181SS300`d 8 3dkL AM-11VHS S11Nf1 Hoo-j 1SNIj 11v L WZ/9/6 uoionjIsu � L9 n3n1a� oL'ztl 7N ueId aool� l (11 "puZ P jo; panssj L1O N1-3 Z-tl -tluy S o uin z 1nOdSNMO f Iris ONH 0WOO IJV .Z-.fB .4•a:L .9-.OL I S'dL 31,0' .b•.9 bsM •S-.[t do 1nOd6ttNt00 o .t ,u--,=— e-vrz- I .9•.E _b•d .E•.0 In •E•.E /Wtt .b•.L I .9•.E O b9M 1nOdSNM00 1NIOd)WOINVO �, oIPNcB uc�acN :VIY1dVO SOf L. -.I-49M CYM A� I �.--_.1 - mj*H 6no0 1 :N3JNNVls;DWOb.i wonatS 103foud - '.te03AOadd\• Z1M 1 IR .�j Zym 1 49M Q E ZSO-bIOZ •'1.39fC�1,\JJ31Dad 9_R I 49M - I N _ U / .. I 9RN t I ,I 310N Z wooJpee —/ Z woOiLges £WOOJpes ��«+ LSM 399 UNV O OOOMAIdaoold 30Va01S ,;�I��e w' I I S9M a0 _ _ ,y...•.....ay HON36 n 59M q l ... I wool a — lsM 9M I„4- "IaI a I wool e Z P 9 wool i 8 I 1 4 � I , � £ P 8 Z 4 _ ; atla bP.11•d; 9105Ot19 9 NOILLdIa SWV3S � L I �- L wOOJIleg03013M/M IANIAJ33HS OOa 8 dl3HSWOOA4;e8 OOa S j13H5 ........ OOa 9jl3HS ELW uod DM Pmq' O .)Sao UTU MS.. ANyld IANIA I i` _\ 31n03NOS I of 7 _ f9M v I - .' _ i 9n ........ VV _ O _ .... uouen(adol so an uyw,tue�q uortsnwad a-•nun O -__ __ s nl ,( laafudu tno Mn�o m En [i7f1 EO, LLf 1 yn•.-----__ - Zn En Zn .� - r R — en vag lcuolssa,{o1d)c Luxunusul sJoaV4°M a41'Z WOOIOVOae-13d8V7 -.-,._-— .- - __ ggM 1 _ -�--f ssM 'cnl:.,M%371A0910Z149uAdoJ'I 1 3AOBV OwONY7 ::,so!mmp si41 [[''�� J 1�' S•s A o0a 4 iI3Lt5 _ .z• •z-.► .e'.t .z•.b zn ! .��R a 9 Q N 3 E01 H S I N U �I 001� Ir Zn A,1U3 NOf11f-n /1n - 99M •� �In N91IV AJ'U3 DOB 9 d13HS £V I ` .0 iCv Z• • I SJt L•;t .9',Z , .0•.9 I At-J: ro. .b At•.Z sl -.9 - - :\' _to ` L wompas i LLn N I L9M a L wowpoe k yM 'u016u11Jy C I\Caz +j ''`-�" _•J n — — 3N anuany 4ILL IOZOZ aba9j13Hs J SNOIIVOOI llvM anOH t NOA V1.OS 33S 1 lt� 49M 1V01dA1 d0 n311 NI 99M I•w.r �! - i _ a_ _ _-- I t /t E9M TvoIdA1 j0 n3n NI S9M ,� a I 1 'j3a R R S U@W SGAU 'AI8W3SSv anOH - I 'dEla Q -:.. L I �'0Oa 4 Ilea zsM { O 0 I N N9ntl SI3MId 9Sa3J3W Tv0talO3l3 v I L 301ADad 9 ONV'S'E SONIOIIne NO'OBI"OM STriMIV KJIU3 'tea - 'V' NOIIV l- I u�9v nMA13Hs w-llne �' � � Ooa V jI3HS 1ri u016uilay QM T r \ z n .M .8 W9 I Ef o U O I I I L 9�t LY•.I -- 3SMa31ilo ,� — c u8l� ".E I 9•s I m — ' ens a4 ZIN Z �L 0310N SS3lNn'8ola3LNi-Lmmo iv 3otlj Onls of -� - - 33Vj on1S.Z-X 3NV SNOISN3W1013SOl0 IVOldkL 'A E8 I fO' I H _ ' .9•15 L8M '3SIMa3H10 C31ON S63INn a; 49M �I _- LL >la�d SL'9tl 133H5 NO L3dA13aV SN331ON SS31Nn I1dA1 'n of O AM '351Ma3H100310N SS3lNn LC9V R 03 � 03 MO I � yM j3a I I MO 133HS NO Ze 3dA13aV SWOOaH1tl811Nn lt101dAl '1 I lfA\ I t9M , 3SIMa3H100310N SS3lNn I ml WOOJlPeB ? 9n 0 0 LIM 3dA13aV SIIVM UOla3-LNl TVO1dAL 'S tv - •' O 1 I w 01 -50aVOM11S _ TV ___ _ _ _ '� L A11II81SS300V A 3dAL 133W ITVHS 3 ON'v -'a„lOnIL1S a;. 'O'3'V 3dA1 SONIOIIne IV S11Nn Noo-u 1sNu 'a aid 1 ! lb2in10na1S aid NWnl03 P9 ONIV'E-9'Z-8'L-9 S11Nn:SO8vONv1S OtZv C NWnl00 3 UOOa79V -Z_n Alnt9Ismov.v uA.L.133W OI DSN0163D fl9Y 3HV SIINn 1VLLN30tS3a ONWOTOj 3H1 WOOZ 6UTAl1'S310NOMV'SNOISN3WI0 EM9 WIS ^f QiH dWdO btu I I NVId aOla3lNlaOj SNVId LNn V Ola3d3a '1N3WdmD3 ONV S3rdOSS300V 8 3dA1 33S 99 No 031NnOW-IvM NOj S1HJI3H 9NUNnoW 8 3dA1 E9m TV0ldAla0jLOW 133HS Ol a3J3a '0 £V1Nn JOolj Pumas tl 1Nn S30NVa InocisNM00 8jl 3HS a000IVOIdAL80 ZO'9VJ33HSOla3tl3j3l0a 'N 9•.E O SONIM"O NO NMOHS Ltl ` Lv SV'S90NV8V3l0 AL1I181SS303V I TV AjIH3A 'W i` t � 1f10dSNM00 '1N3WdID03031NnOW r., ~" ON11130 NOj NVId ONII190 031091j3a Ol a313a •l `v i ONH� O P 8 _ - - - - - ' 'SNOUVOOI ONV S3ZI9 01=103d5 -- - _ 1i _ _ _ — - — - - a -- _ ON 0 aOj S9NIMtlaO OIIneM91530335'30N31N3AN00 - rl a010tl211N00 aOj NMOHS S3IHOSS300tl ty EO Lv E0 •�m Lv OMJ 1N3Wdlflb3 ltl01NVH03W ONV IVOla10313 'N E9M .0-,9 •� .0-X W00216UTA11 i9N.r•:, 7j'1 'Z 'S1N3W3alnb3a'0'9'1 aid 9NIddOlS3N1J H11M .L 'Z� _- "013'11nONOO'810n0'9NIdId 010311M-1 ION lne 19N• s90M } 83dA1 i •0•.£ '� .0•�9 •i ONIOnIONI'SlltlM 031va 3alj lv SNDIlvaJ3N3d , JOOIj PUOOa$ sy Z{1'11Nf1 I 68JOIS lltl ONn0NVlV3S IIVHSa010Va1NO3 'E ' 'IVOIIlVd NVH03W H1IM 31VNIOH000 IFl 9n eJGI _ 7J _ -on�—�\�� 1F1 ONtl SNOI1tlA313 NOla3lNl l"n10311HONV ro I I N ONOO 01a3j3a'013'SNOaaIW'NaOM3SV0'SNIV1Nnoxi - Z9M N9nV - - �i'•; 313a0N00 9NINNNa'SAVI 031Nf10W llvM llv Iv 03aInnN of SV Wtl38 ON08 a0 0NIN0OI9lv1NOZIHOH _ -- 9V F I -- SnonNUN00301A0ad IIVHS'dOI3Va1NO3 I .4•.E +. �f 'SIIVM On1S a01a31X3 riv ly Noval onis dAd N 3na1S 0 OOOM HiVEIN38 O'v381Nb'Iv3S SnonN11NO0 AlddV 'H 3d-Lo 00 Ol1Vd � I �'Yv R a3d NWnl00 3A08tl N030 313aON00 E9M _ R 1nOdSNM00 m Ol SnOI1NI.N00 39 IIVHS SIIVM SNI3IW30 O31Va '9 , '0310N 331MN3110 SS3INn 3AOSV 9NIWVad I J f0 Ltl n _ a001j a0 A03(JOOa d0 WOLLO9 011H913H llnj 1nOdSNAM100 9fnZ-IPZB6 VM'ua.an3 ayi0 mas auHeLs 1a,1791[I 31V Slivm On1S DOOM)N,,,.,-NON',OM31N,IIV 'd £9d6 � .9-.S � •0-.E .b•,Ol .b Z 'N011ona1SN00 01-.L uvMnayRymwt g625'GSZ'S26 1l9trssz's>qa1 11.4dOS ONVIIIS-d3OV3H ONV S3118W3SSV y j0Oab1-IIVM'ITdM-oi-a00Ij'NOLLVONnoj Y Al•,b .f•JK .9-.f i .9-Std•bt I .9•R At•IZ •f•• -01-aOo-H JV3ldAL'dOj SIIV130 d0 NOLIVOOI aOd SNOLL03S 9NIOlIne ONV SNYId NOOIJ 33S '3 I .Z-£9 '031ON 3SIMa3H10 SS3INn 1 111013H llnj Say SITVM aOla31N1 IIV'S3n8W3SSV N0110nUISNOO IIV IV3IdAl aOj S3dA1 TIVM 33S '0 Ilt ltlaniwNIS aid NWnl00 f� 'O31ON 3SIMa3H10 SS3INn 9NIN3d0 HSINIj 0138v 4 S31lI3N ONV SMOONIM'Sa000 9NUVOOI SNOISN3WIO '0 WIS '031ON 3SIMa3H10 SS3lNn 0NIWVadj030tlj 013NV SNOISN3WI0 NOINBINl '8 1nodSNM00 f y '031ON 3SIMa3H10 SS3INn 9NIWyad 313a0N.N00 Ot j030V-4 301Sln0 O L 3NV SNOISN3W10 NOla31X3 -V S310N tRi3N3 N1dl OOI� 01 n N3d Nvimoo t aidNwnlo3 s r 4 1 ' L pue 9 sbu!p!Inq of sa!!ddy ,eIIWIg,GoldpuZ ueld lool�Is6 b u!pl!n8 - . 21VlIWIS Hooi=i aN003S :31ON VLLW ISNV 6 ° (INV 091 aid S1N3W3mmo321),LmewAooV 8..Al133W 11VHS SIM Noold ismu ilV L WZ/94 buinneaa MAIN veld a001d uo!}owlsuoo n lo- oL•zv naLs u•Br puZ pue Is(, y buippn8 col panss{ !t ttw t raiwmoa IL'J1 1nOdSNM00 z l-V Z-tl L �dd0 / YK dd0 t rV J O * l\'IS �.. !• o ISd 4/ z-.ea rs i L „s.GL s,at inOd_.._._j r L do gAL B.LL .Ys o-.L AeIJ3HJ a-Vfz-V GINS Y9V CSat-nee aculvN 8O! OM 1nadSNMOa ,—W- •E-.E 49M .rd -- CM I .916 9V �gy� -JoH Onoa 1 -W3gVKVW I.DWOU t �� ................. I I �..:/ I _ ...._ ...... -amm 1-4w 1 42 38 1 0 1J3FOU �•, I I '- 'aeQ3Aouddv ZSP4tOZN38WnN.IJ3fONd N 49 ! Z6M ! I Y I •-E�• CCnm GooMAla cools 3oVaols al I L9M ! � ""-"' i E wooJpag I Z woo,y;eg I Z wooJpag { { I 3LS 335 ' Lj ••-:.. 1! own BOO iJa 21OL18ZfL1 B S9M lw�od OOMgI BLOZWtro S FF®_. ��i 3_ • VISd { _\ I Z`\1w ooJpag i b1 Zr w o-om•-pII egI E wooJpagsw3s -\ a3tl mL 9M I- \__Ltj9M- qe4 s9MUX"VPa iwNdl S "ve G3G13M IM IANIA J3v35 13 d WooJy;eg 9M OON V dI3HS ooa a J13Hs 008 v Jl3HS N0LLda030 31VG Ainm Mam NNVIJ IANIA NIviS.nONV N 3115 SEE! M! R -uananpwdm,o asn aagin,(uc uol unlss!uuad uallum 99M NO En 1 Zn EO Zn -.----..LR---- y Zn 1 - Zn - s,taauga�rmeig0'Aluotaaf dsryr nn am ao3£ __ _ _ .-------- _...Slcuors5gtoid,tuluaunutsu!s,laagyaJV III i WOOIGVONB-13daV0 .» - - S9M 3S '.uI't.'VW3JIA091 OZ n!Su6d.j ! 99M -.-.---. _ I 4 :s!5m.netp syl I N .Z•.4 .B"Z .Z-.4 _� J 3A0t'iV SNL0NV'1 ` Z 4 OON S dl3HS 'Z -4 Zn ��t 9 1�9 9 aN�J3l HSINI� b00�� ^� Zn AJ3u3 NOI1V L(t. NOIIV Aiwa cv dL OONS sl3HS M �r 89M I 0 K A` i .0-.9 I 1 .9-.Z .ZIL Z:Zt — r - - ----••-•——� — 't-!tl"11 ~• N i j 6wo oJpag rn- - - la t,N �`OU1 QO��B UI{Jb t '3SIMa'3 4I I N7>` woolP 8 {! --- w I 'f .{&'-1 5•Z• »� ."'-a.........L9M......I....I..t..�......�WS I .8tl�4'• (4R 'I B _ J_13HS \9 I'mM3N anuanb ujLL 60Z0Z SNOIlV00l TMM anOH NOJ L'L OS 335 iv 49M-IV31dA1JO n311 NI 99M EMIVOIdA1 J0n31N 9 M 00 d3aLSJUE)WIS8AU1 -AI8w3SSVanO OO 301AOad 90NV'S'E SSNIGIne NO'031ya00$TVM 1V S13NVd8 NOIIV M SNIAl3H5 NI-lllna U3 N011V :310N3dAlI1VM GONI3HS H Im UOIBU!IIb aV AL-.9 i 9SMOH10 z9M u0433N bM Ee 0310N SS31Nn'NOIN31NI 13SOIDIV 3OVd an1S of 30tlJ Gn1S.Z-Z 3NV SNOISN3w1G 13SO10 IVOIdA1 'A S O- -- 3SIMa3H10 a310N SS3INn .6'1iC o303 9V9V-33HSNOt3dA13atlSN3HOlINllNnIVOIdAl 'n Lg MO MOa310N SS31N L-9V 99M aVS MLL �a�d 133HS NO Z9 3dA1WOONHIV9 y - LNn ivowu '1 19M L6M { I ! \ 3SIMN3H10 a310N SS31Nn ram, •.. wooJy;eg _ - r' B L4M 3dA13aV BIIVM aOIN31Nl 1V01dAl 'S pt _ - _ (IV 'SONVONVIS 01 a � _' { I�V(j3Lfg++T Al1lI81SS30OV.9 3dA1.133W IIVHS 3 GNtl Z I BSIa -�� ! ( ( Hild - 'O'0'V 3dA1 SSNIOIInB 1V S11Nn NOO1J ISNIJ 'a n -i"nlonNlS N3d NWnlo0 IZ Uay0;n{ NWnlOO C Ot2V 'trE GNV'E-B'Z-B'L-8 S11Nn:SaNtlaNV19 ro A11IIGISS300V.V 3dAL 133W O103NOIS30 ', �•,r - :_ ____..................__..__-._..........._ - _ 9HV SAM IVLLN30153a ONIMoIIOJ 3H1 'O I 4l'9tl .1 _ ONH dd0 'S310N ONV SNOISN3WI❑ - Z ! WOO�J BUTA11 C9M NOIa31Nl NOJ SNVId llNn IVOIdA1 Ol NBA3N 'd .... i `n I s-e{•e-� Ma 'WIS woos 6ulnl� mac �n ,f3 ! 93dJU Joold '1N3Wdlgo3 ONV S3INOSS300V ION ON ♦99M r-, - a31NnoW-IIvM 8OJ S1HSI3H ONLLNnon d Ellis ,( (� I puooag�o gy 1tl01dAlaOJLO'9V133HSOl N3J3a 'O 99Ma 83d1.1 Joolj puooaS Oo vv -- - JJ1Qd �.�.-. O b910'S30NtlLl E9M Z9M V J a0001tl01dA1 NOJ ZO'9V 1VNG Ol MOHS 'N m I4V llNn OON8dI3HS' ,g,E -� O 'SSNIMtlaO NO NMOHS LV -,g` gM SV'S30NVaVSI0A1II1G1SS300V IIV AJIa3A 'W '1N3WdInO3031NnOw • !nodW.I. M WS LV� ONrll30 NOJ Ntl'1d ONIII30 G31031J3N of a3d3a 'l 'SNO11vool ONV S3ZIS OIJI03dS _.»..... --•• _ WOOJpag �- aOJ SONIMVNO allne/NOIS30 335'30N31N3AN00 0'v' 1 I ,•�• •- a010VNIN00 NOJ NMOHS S3INOSS300V 1Y Y• rgA,\ EO Ltl - �.Z ,0-,g L-.Z ONV 1N3WdIn03ltl01NVH03W aNtl ltl01a10313 'N '' .L- eBN._. WOO?J BUTAL7 (F £9M 'S1N3W3NIno3N'0'9'I a3d SNIddO1S3NU H11M c `013'lInGN00'S10no'ONIdId Ol O311WI110N1118 .P.9 C .P.E I g 3dAl L'90M ►9M!! SNIOnIONI'SIIVM 031VN 3NIJ ltl SNOIIV8-3N3d y IlV ONf10NV ltl3S IIVHS aOlOValN00 'f a6eLo; ZV LNfI JOOI j pUO0a$ S '1tl01NVHO3W H11M 31VNION000 S F BeJO; I GNV SNOI1tlA313 NOIN3INI lVNn10311H38V O1N3J3N'OJ3.Sdoa8IW'NHOM3SVD'SNIVINnOJ m O1IVd - \ W_•�•�•=�'' \\ 29M I A SNINNIa0'SAVI 031NnOW IIVM IIV IV 038Ino3a 313NON00 �, _ O r NSIIVIrl SV WV38 ONOS 80 SNIN0018 IVINOZINOH ....I caM --• SnOnNUN00 3aIAONd IIVHS aOIDVN1N00 'I X2 'SIIVM On1S NOIN31X3 iiv IV Jloval On1S6. lvanlOnalS zl �YJ' lvun10nN,. - B DOOM H1VEIN39 GV3e INVIV3S SnOnNI1N00), 'H ^1 J 3-L3 '3A08tl IddV aid iomus 1nOdSNM00 �, E9M 3J3NON00 aid NWnl00 >1030 Ol SnOnNLLN00 39 IIVHS SIIVM ONISIW30 031VN '0 3-V `lflOd 'G310N 3SIMN3H10 SS31Nn 3AOBV ONIWVaJ R9�I1 tV U I NO0 13 NO N030 AMI JO WOLLO9 OI LiO13H 1lnJ esoz-tows VMata+a+a a^!�°mas an!reW lsah\9IL1 3atl SllVM On1S OOOM SNINV38-NON aOIN31NIllV 'J o-Z .ir.0l .(YE •gS I E9M 'NO11ommUSN00 uuvuacrl.(P.W*{-Tti TSZr,f Lsle65zszF 9a+ LJJOS ONV ll15'a30tl3H ONV S31lBW355tl E I .r LL .9'.E .-.OZ dOOaUl-T1VM'IIVM-Ol-ao01J'NOLLVONnoJ ,p•,E ,A ,g t-,ZZ .9-,£L .Ot:b UI-NOOIJ IVOIdAI NOJ STVIACI JO NOIIV3OI b 80J SNOLL03S SNIOling ONV SNVId NOOIJ 33S -3 .Z:EB 1 _ 'G310N 3SIMN3H10 SS31Nn I1-10131-1 IIIIJ 3aV SIIVM NOIN3INI IIV'S3IleW3ssv 1tla1110na1S aid NWnl00 NOIlonN1SNOO IIVM IVOIdkL NOJ S3dA1 11VM 33S '0 .. 0310N 3SIMN3H10 SS3INn ONIN3dO HSINIJ 013NV 531113N ONV SMOONIM'S800a ONI.LVOOl SNOISN3WIG '0 ! w!5 '0310N 39IMNSHIO SS31Nn 1 ONIVJV'dJ Jo 30tlJ 01 3'dV SNOISNBVIIG IIOla31NI '9 011vd 4 1n0dSNMO0 0 'G310N3SIMa3H10SS3INn SNIWVaJ OS 3I3aON00 JO 3aVJ 301S1n0 Ol 3aV SNOISN3WI0 NOIa3LY3 'tl L ItlanlOnals 0171 aid NWnl00 S31ON Wb 13N30 Mdld 2i001d 1'V gV G-tl f � 1 f r Z 1 - L WZ/9/6 uoi;onilsuoo uejd aoolJ Pa£`d 6ulplm8 ^ aoj p9nssl Wo Isv r. t•Y S-dl f' .9•Dt E9M SN1 IeelnlaulS.a l-e,dZ sL uwnlo0 4'lY {—' .P•Oo .E•.E :iO"NHr ttf'9 Y�.S•dl . . V AN m SlednelS 2 Oe9M ueld aoolpie Ab . •ti A•ts•.Z •.1 tl .9•.E O 4►91N 9tl � I_ •1 .E•.E I.. L—E9M�' _ _ _ � — 9`.E 09M 9 �m 11 I - I ' I•Z4M D E9M I E9M 9 - _ _ _ — - •6'V — — _ a,mc uo�pc 1dVJ BCIf — u 9 N •OV ,19 Qi?U3110 — snyoH&U O I "lm0V"V l la[O*U -M�j 59N,I S9M cuaAslS PcvPW �a010711I0IJ3l0ad C9dA - ,. � C p) --A9O3A0114dV O j,W0O1piQ I z9B-4Loz I v3mynN u3roaa Z Wool a 4 3 8 6 woolPaB � (IooMAld aoold 30tlaols Z woolpag 4 r 1 I t woolyleA I y --AMIilaw ' Goas-l3HS - - woolp9g I SW otl3S �LJ% r - - .0.1 i I 1 o �,-1 m l 09013MIMIANIA133HS I I { T I I I r II IJJ O O Il. �I 1 !9f1 I Il9n.i -i L9M 9BAl 71 WM-11 Pwcd. 9to210tft 9 )INVId IANIA l Iln I� Pw-d ,"W1 a P0,,"1 9/02101/9 9 i..••' Zn 14011dta0S30 alvo Advn S9M ,—,—.— 59M Zn 1 W00lOtl0a9-13dHVo / 00a 4d13HS l/•'V` 'f ouanpordv ao atn iagro Aue o J uMt<lnuad Uauun �+3u3 u: I sA.�uyAh'Uielgp.iryo loa4vd flyl m.nm and{ Lt / OOa 9 dl3HS w '.!1. — olM a:n.—SIeuolssNmd}o wnwawy s,[aaI I'�tl oyl'Z 4N3O3 HSINI b00� 49M "� - -- - _ ` -�"_u3 -_+_ --� / ,n' ,�— - , AL-z .B-.9 -_ _ - 9 ,1 'W:\'VLt7:lA0910 Z 143u.CdoJ'1 ! l .o-.s At•.i "'•z-•4 I _ rye ooa9d-aHs-- — o,Y - sl8mmesp-11 I O0a Shc3HS - I I Lon �^ �. � • — — — - � to UI0ON)US R I R � b9M t _ I� i •isa ( zs—T--_ooa 4 4 \LAl3HS sane _ •�--�� d3a In yM'uoj6ullJb 3N anuany 4lLL l OZOZ ? —� l I I �cnu3 �s LL9Y�I Uea \ ! : ! oouwe _ E9M 'f I Lt4e o a 2 D .9•t A•.f 9 i Wl S• ALTyl -.B C R I,I l IL'9Y I I 4 c I L - I—'- -,1— '— U94OPM R i I t o ;q L L9M � 11s u9ua s9nu 9M I I Z U9 01 —'—'— — ddD I R - 4 �.N — -- — 2 uolbulljv (]m 0O I ...... -d3a- I L9M O II MO 3SIMa3H10 03-LON SS31Nn'801a31N113S0IO-LV30Vd Onls Ol I • L 1. -.Z 98V SN0ISN3WIG 13SO101V0ldAl 'A07 30tld On1S Z 'ZMa3H10 9"•9 Lu 2 OIZV I ^ 031ON SSBINn I 3••9 I 19H I l h _'Ins 9L'9V L33HS NO L 3dA13HV SN3H01IN INn 1V01dA1 'n I WOOD I _ 0HIA13H$NY Ot£Y '3SlMa31-l1O 031ON SS31Nn L L'9tl LLn 133HS NO Ze 3dA138V SW00HHiVS IINn 1V01dA1 '1 — — — — _�G 0 ' ' I 6 V l IN U8 lJ3H3SIMa3H10 0310N SS3INn WWUf1a1Sa3dNM-)O3 ONHd fLt V LNn _ ltlaf10na1S aid NWnOO LVM 3d)-L 8V SIIVM HOIH31NI IVOldAl 1 " HIS'SOatlONVIS f woo-d 6ulAI 0A1I1191SS300V.93d" 33W [VHS 3 ONV 'tl WOOS BUIMl I M 3dA1 SONOma IV S11NnaoOd 1S2d '4-0 ONVE�'Z �S11Nn:SOIVONVIS A11II91SS300V.V3d , 33W 0103NIS30 3atl SlINn lVI 11N301S3a ONIMOIIOd 3H n -S310N ONV SNOISN3WIG �• Gob g UOla3lNl'dOdSNVIdLNnitlolduOla3d3a 'd • WdlnO3 0NV S31HOSS300tl mi O l l O31 IVOl-IIVM aOd 9V 131 H ONI1NnOW fl'9V I �- — Td01dA1210d LO`9V 133HS N a3d3a b t — —— �h• 'S30Ntla'd310 ONH�`iJ,- a00O IV01dA1 a10 ZO.9V 133HS OI a3d3a 'N ( 4 I r .J I I 1 0-V 0 0 'SONIMV'd NO NMOHS 0'I —j•— - Stl'S30NtlaV3l0 ALIl191S5300V lltl Adla3A 'W I '1ISS30003031NO0W EG LV 49M. �W00JPl8 1'9M LV ON11I30 NOd NVId ONI1130 031031d3H Ol a3d3a 'l I L i WOOZI 6UTA11 I J 'SNOUVOOI ONV S3ZIS 0IdI03dS 1 0-9 0•.0 I A'8 A•.9 - HOdSONIMVHO OIIne/NOIS3033S-301431NEIAN00 8V LNn BBeJ0i E9M 4 N WJ-DVH1N00 aOd NMOHS SEIIHOSS300V elO1S 1 ON'V 1N3d W f1a1S aid ONIWVadlM G3ADadd lnO3 IVOINVH03 ONV IVOla10313 'N 7 �fFl 'S1N3W3alnO3a'0.9'I aid ONIdd0ls3ald H11M - lVafl10V H0 X3al-N030 � 'o13'IInON00'S1on0'0Nldld 010311Wn ION ln9 ONiom3NI'SIIVM 091V'l Bald IV SNOUVa13N3d IIV ONnoaV IVEIS IlV'HS a010".LN00 'f 9tl E9M I of _ 'IVOINVH03W H11M 3.LVNIGUOOD + OL.f•C O I y ONV SNOIlVA31 3 aOIH31NI IVafUO311HOHV 1 y I ltlllnionWS aid NWnl00 OI a3d3a'013'SHOaHIWN'HOM3SV0'SNIV1Nn0zI I ' 9 ONINNIaO'SAV'I O31Nn0W IIVM 11V 1V 03a1no3a lvanlonals aid NWnloo 6ulpea _ I 6°lllea SV WV39 GNOS a0 O14IN0019 IVINOZMOH (/�]'` � L _ _ y _ _ _ _ _ _ lovbINOO Sj_VM Gnls aOla3L)(3IIV lV A0VH1 Onls �/ —k— — OOOM HIVEIN39 Otl391NV1tl3S SnonN1IN00 AIddV -H 49M E9MDAOGV I E9M EO Ltl E9M I 0 O1SnOnNI.LN003GIIVHSSIIVMONISIW30031Va 'O I I 'ORION 3SIMa3H10 SS3INn 3AO9V ONIWtlad 8001d a0 N030 dOOa d0 WOLL09 011H013H llnd I lVan10na1S aid ONIWtlad lM 03A0addY a0 X3a1-N030 3aV smvm On15 OOOM 0NINV3e-NON a0Ia3lNI IIV 'd — 'N0110na1SN00 asoz-lozas vm'va�an9 wu mas aUl-ly r-Alsl[[ llddOS ONV IIIS'a30VEIH ONV S3llSW3SStl .9•,E .9•.9t .9•.9 OOa-0l- .OL .Ll dl1VM', -Ol-a0O11'NOI-.Nn0d IAL-,l .9•.9 .B-9 A•.l L .9•.E .9-DEL .4-.LL I my+UayrN•mam. zrzsrsz sz>! 1elrssaszr la+ -01-a0Old IVOldAl NOd S11V130 d0 NOI1V0O 1 1 I 80d SNOUOBS ONIOIIne ONV SNVId a001d 33S '3 •a310N 3SIMa3H10 SS3lNn „B-,BZ �.O L-,bZ .B-.BZ Ill^ 1H013H Ilnd 3aV SIIVM a01a31N1 IIV'53119W3SSV 6ulllea 2•Y N0I10na1SNOOIIVMIVOldAlaOd S3dAll1VM33S 'G '031ON 3SIMH3H10 SS31Nn ONIN3d0 HSINId 0138V ItlHnlomus aid NWnl00 lVan10na1S aid KI':n7DG S31113a ONtl SMOONIM'SHOOG 0NIIVD0I SNOISN3WI0 '0 OL Z'J '031ON 3SIMa3Hl0 SS31Nn t.V •Y -V j cr c l•V ONIWtlad d030tld 0138tl SNOISN3WIO aO1a3INI 'e c c �.« .ers•< -%'•a-c• ' �•j -O310N 3SIMa3H10 SS31Nn EINIVXHd d0 30Vd 3OISIn0 013aV SN0ISN3W10 aOla31X3 -tl -G S31ON W83N30 N`dld'8001d 6Lry , t I r L 40Z/9/4 uoljonj;suo � L pue g sBulPl!nq ol seyddy ueid�ool� PEE t/ u!PI!n8 jol ponssl 400 1sv 6 bulmeaQ JOaalW veld J001=1 pj£d 6u1p11n8 Y 0/'ZY I1MnL041W Mad SNWn100 I-V Z-tl Ll"`9Y tV / lVMI11.. S� L1� G%H ddO! L tl wS 9M U3d MItl1S 'ms 4 .0-.L .0-.E .0 L-.L .9:Z .0-.Z I S-dL .B-.OL .YZL .E:E 4 or .EE`. .b-Gj .9-�E 9tl 49M WQ1Q8 uWION LJVl.I\'J E9M ff I tl-V I (9V I I (9V1 AB 03:/(3H0 sn9H tlnp0 lL3'JVNVW I)3fOYJ V9M I' � •-.J ouw.nLs IoeliL!W7109.JdN1017310Md I F I E9M 8 V =A903A0NddY I Z!M L Z90-noz I 0186 1_13f011d OOOMAId MOOld 30V8012 I I I S9M - ! Lam_ m I I Z woolpas i Z woolLpeg i woapa8 swtl3ss 0 I I I I 03019M/MIANIASLV3 LO I 1 - ' I Z wooLpaB 9w Ud 919v9=1 6 y ZwooJLI1e8 suo6wlM auuad 9towFa- 9 NNVId IANIA ® I .9-Z !- - I — OOHV A13HS OOM9 d131M .1hp I r - 1 .9-Z I O nu�ad M me pin 971`9 9 L woolpag NOLLdIMOS30 31V0 )IMtlW _ _ aIC� WOOlOVOU9-13d'dV0 - i 1 , •""� 'NMOIll u.m.pmd.,o asn aayio Ruc,J uo!sspmad uonum I Z.n✓ Zn Zn .Zn s,oauywy u!u190'Aluo loofoid s!yl uo om aod'f 59x aN3J3� HSINI� �100�� C '-- oaiNag!cuomsjomdu10 lu ul s,laallilmy 391'Z "— --I'NYKINA(I 910Z 9AutdoO•I Zn 1 99M OOM 8 313HS/ Z�� :sl 2u_ps!y..L �, I '•�1Q IGIu3 LLn r u I El oM a d13HS ;A - a a I N;ua _ DIM e AIM _ _ -�' / 1'� . 99M 1 1 I .0-9 .0I-Z 99M Ln .0'9 - OOM 9 d13H "" I t OOa 4 d13H5 I 0-V 0-Y 9' i� � i♦ Bn '' I I dM `uoj6u!lad - — — — lI{ !n 4`'aC. I' r to `Lr 3N anuany 4jLL 40ZOZ - - --- 1 L woa43e9 �/ O_{J. .__ 9 i131� 9 i 11 I q9x L 1 V 1'' 99M ! I d38 0 0 I ONIAl3HS Ni. �r) ' '�3aS}UaU.I}sanul I I U80 ow /C,IU3 9L I 1 1 I�_ !rov u01b�` �../ p C9M L w00041e8 I I ms .Bl-.e i z O\M ddO U11J V QM 3SIMa3H1O I I > .01-,9 .AfL S-.z I •f �-R I Nm I ws `1 0310N 5531Nn'MOIM3INI J3SOlO lV 30tld Onls Ol it' •� I ro — a———I—(— I — — z _ t9M O0� 30V.OnLs.Z-.Z3HV SN0!SNBWIO 13SOl0 IVOldAl 'A z tom, j I z ua4o4!�! +L ua4'�IN �l •_ 3SIMM3H10 0310N SS3INn �/ I SV9V d33HS NO L 3dA138V SN3H011N 11Nn IV01dA1 'n .wS —— — I '3SMN3H10 031ON SS3INn 11'9V L9M 0 JI 133HS NO ZS 3dA13MV SWOOMHIVS 11Nn IVO1dA1 '1 MO I I 'd3M I I MO I 9NIAT3HS NI- 5 m I.I.L LLVad 3S!MM3H10031ON S831Nn OtZtl z 9e 1!t{l r-h I 1 LsM �— .9-.9 L9M 3dAl,3MV S'nWM HUM31NI 1VWU 'S i m i r S=NVIS OL NIA L9-l�Lns I ALIIBISS300Y.e 3dAL�133W N IIVHS 3 ONV NV Zn ( q 1 O'V 3dA1 SONIOlIn81V S11Nn MOO 1sHld -H L r•--� ONV'E13'Z-BL-e S11Nn ISOMVONVIS It9M lVMn10nM15 Mad NWnl00/ rl-BY —' +1 oa4��!)1 1 bl CNH ddO Al1lI81SS300V.tl 3dAL 133W 0103N91S30 t - 38VS11NnItlI1N301S3M0NIM0110d3H1 'O .— 7J1_.—.—._ w,E lVMnlonM15M3d NWnlDO E9M L 'S310N ONV SNOISN3WI0 His I MO woos 6u!nn I H0183INI MOd SNVId 11Nn 1V01dA1 OI M3d3M 'd wooa BUTAl� T '1N3WdIn03 ONV SSIMOSS300V \s Sn ..... 1 03NnOW-IIVM MOd S1H913H 9N11Nnon 1V01dA1 MOd W'9V 133HS Ol M3d3M 'O ILVANn I 6V 11Nn Z0 'S30NVHV3l0 Zj, �.—. MOOD IVOIdAl MOd ZO'9V J33HS Ol M3d3M 'N �--' OOM 9 dI3HS .9-E 0 'SONIMVHO NO NMOHS SV'S30NVHV310 AlIl181SS303V 1IV AdIM3A 'W Z�^ --�IIe '1N3WdIno3 031NnOW Z9N\I,, !1'9V 14 0NnIBO MOd NVId ONI1130 031031d3M Ol M3d3M 'l L17 �F 1 'SNO!1V0O1 ONV S3ZIS OIAIO3dS his MOd SONIMVMO OII nat N01S30 33S'30N31N3ANO0 OO19M E9M � O M01OVM1N00MOd NMOHS S3IMOSS300V EO N a S N3W3MInO3M�e'IM3d 0N!ddO1S3Md H-LM UJOON 6UTA1� "013'1nON00 S10n0'9Nldld Ol 0311 WIl.LON lne �C 9NIOn10Nl'S11Vm O31V8 SHIA 1V SNOI1VM13N3d .0-.9 ,0-.E TIV ONnOMV was 11VHSM010V81N00 'f E9M �6eJO1s 1 8V 11Nn a6ei0j 'IVOINVH03W H11M 31VNIQH000 0 _I ONV SNOI1VA313 HOIHSINI lV2fn10311H0MV m OIM3d3M'013'SMOMMIW'NMOM3SVO'SNIV1NnOd 1Vl8110L1MLS ONIWItd/M O3AOMddV MO X3 -NO30 ONINNIMO'SAVI 031NnOW 11VM 11V ltl 03MIn03M I N/ k en SV Wtl38 ONO9 MO 9NIN0O'181tl1NOZIMOH o�U 9tl p SnonNI1N00 3O T1 IAOMd IHS M010"1N00 'I _ 'SIT/M On1S MOIHRd 3IlV ltl Novia Onls OOOM HIV3N38 Otl381Nb"1V35 SnonNLLNOO.11ddtl 'H - y tl3d�7Wn100 —' '3AO9V NO3O yyM 6u!IIeM ltlMnIOn211S Mad NWn Ol Sf10f1NLLN00 38IIVHS SlltlM 9NISIW30 031" '9 '0310N 3SIMHSH10 SS31Nn 3A08V 9NIWVdA 3-V MOON MO 11030 BOOM d0 W01108 011H013H llnd 1 38V SIIVM Of11S DOOM 9NIMtl38-NON MOIM31NI 11V 'd E9M Ltl EO EBM E9M �M 'N0110nM15NOO ' esuz-luzus vM'ua,a..9 ayi0 m jAauPcl1 isa,N JILI LJAOS ONV ITS'M3OV3H ONV S31IeW3SSV dOOMUl-I1VM'11VM-Ol-MOON'NOIlVONOOd ,auvnmalrymmm zers ssrszr l lylesszsztaar -Ol-MOON It101dkL HOd SIIVI3O d0 N011V0O1 MOB SNOLLOAS 9NIQ11n8 ONV SNV1d MOON 33S '3 ltlMnlOnM1S Mad 9H9YYMd M O3AOMddtl MO X381-X030 "O310N 3SIMM31-110 SS31Nn 1H013H find 3MV SIIVM MOIM3INI 11V'S31I3w3SStl N0110nUiSNOO IIVM IVOIdA1 UO3 S3dA111VM 33S '0 AL-3 ,9-.9 .@-.9t ,9-.E .0-Al. .9-.EL .9-.E 9 .9-.9L .9-. O310N 3SIMM3H10 SS3INn 9NIN3dO HSINId 013MV S311I3M ONV SMOONIM'SM000 01,111V001 SNOIS1,131`410 'O .0.3 _ 'O310N 3SIMM3H1 0 SS3lNn 9NIVlVMd d0 30Vd 01 38V SNOISN3W10 MOIM3NI 'e .B-.8Z .OL-,bZ 6u!Iie 'O310N 13HV NOI S53lNn ONIWiX3 O IIJ d0 30Vd 301S1n0 013MV SNOISN31N SNINVX3 'tl Z-V IVMf110nM1S Mad NWnl00 ltlLln10nM1S Mad NWnl00 S310N-M13N30 NV1d 2i001=1 o1zY ga I r C r ' '3AOBV N030 _ .O-L-•Y/L -1N3WdInO3 uamoW O1 SnOf1NI1N0039 llVHS SIItlM ONISIW30(MVU 'O J 3SMM13H10 0310N SS31Nn ON11130 WOd NVId ONnI33 031031d38 Dl a3d38 '1 (1310N 3SIM83H10 SS31Nn 3AO9V ONIWVad - ueld JOOI= IS 8 uipl!ne V IPA'.3dA138V S11VM 80R13SOHVG VIS 'S linsiNV301ONV53ZISOI3ANOD aOOIdaO N030 BOOM EM41V 8-NO blab3Hl11 'SOaVOMd1S aOd SONIMV210 OIInBMO1530 33S'33N31N3AN00 3atl SlltlM On1S DOOM O1JWV3B'NON k101W31N1 lltl 'd OOOM)1Id'dOOld 30Va016 )LLIII91SS900V.B 3dAL 133W 11VHS 3(INV a013tla1N00 HOd NMOFIS S31HOSS330tl 'NOIlOnd1SNO3 'O'3 V 3dAL SONIO11ns IV S11Nn a001d 1S8Id 'a ONV 1N3WdlnD3 IVOINVH33W ONV IVOIW10313 'N llddOS ONV 111S"d30V3H ONV S3119VJ39SV -b-e ONV'E-8'Z-a'L-B S1INn Bouvaw S 'S1N3W381n038*0 Bl aid ONIddOlS3ald HLIM dOOa-ofTWM'11VM-Ol-'dOOld'NOI1tlONnod L'LLLVISNtlgNV SWtl3S AlIIIBISS30OV.V3d)L133W0103NO1S3o E)NIO00N00'S10nO'ONIdMl=IIV NOIllON insNDd •OA-a00103SE)NioinGO11$RV1d NOUA3s ^ 3atl S-UNn IvI1N301S3a ONIMOIIOd 3H1 -D ONIOnIONI'Sl1VM 031V213a1d ltl SNOIltla13N3d WDdSNOLLO3S ONIOlIf1e ONYSNVid110S91Nn '3 • 081213d S1N3W3LIInb321 x1111181SS30OVV3dAl 03013M/MIANIA 133HS S310N ONV SNOISN3WIO 1N ONn08V WETS TWHSa01WH1NO3 'f'O310N 351M83HlO SS3lNn - 133W IIVHS 3m SIHl NO NMOHS S11Nft lltl a0I831N1 wa SNVId llNn IVOIdA1 O1a3d3H -d -SONIMVaO IVDINVH33W 1HooH llnd 3atl S11VM a01831N111V-S3nBW3SSV 11 II 3SM13H10 1N3WdIn03 0NV smuoss3ow ONV SNOLLVA313 HOIU31NI IV8n10311H38V Nouom1SNOO 1lVM IVOIdA1 aOd S3dA111VM 33S '❑ L Y OZ/9I Y (- 0310N MINn'aOIN31NI13SO101V 30Vd On1S Ol O3LNnOW-IIVM 80d S1HO13H ONuNnOW 0183d3W'313'SUOUNIW'N80MBSVO '0310N 3SIMa3H10 SS3lNn ONIN3dO HSINH 0138V NNVId IANIA 3otld Onis.Z-.Z 3atl SNOISN3W1013S0131tl01dA1 'A IVOIdA.L 110d W9V 133HS 01 W333H 'O -SNIV1NnOd ONINNINO'SAVl 031NnOW-nvm 11v lV S3111380NV SMOONIM-S'WM ONILV301 SNOISNMIO '0 '3SIMa3H10031ON MINn -S30NVHV313 03HlnD38 Stl WV3a ONOBWO ONIM30181tl1NOZ180H -0310NBSIMW9H1OSS31Nn SL-9v 133HS NO L 3dU 3UV SN3H01IN 11Nn lV0IdA1 'n a0001VOUL NOd Za9V.33HS 01 a3338 -N SnonNI1N03301A0adlNHSHO-LOValNOO -I ONIWVddd03otld013'dVSNOISN3WI0aOla3lNI B uoijoni}suoo 3SIMa3H1003LON SS31Nn l L 9v 'SONIMtldo NO MMOHS S1lvM on1880RJ31)(3 Tiv iv mo"ianis '031ON EISIMa3H10 SS3lNn ONINVIII veld aoo1d IS 8 6uiplin8 133HS NO ZB 38A13UV SWOOHH1VS IlNn 1VOIdA1 '1 Stl'S93NVHV310 AIIIISISS303V 11V A31a3A •W ODOMHJ-V3N3BOtl3B1NV1V3SSnonNLLNOO),IddV H 303OV-4 MIS-Lno 01 SMV SNOISN9NIO N01831X3 V v lol penssl WOOIOVOaB-13datlo S310N"I'da3N3!D NHId N001A tl 600 IS`d tLzv aN393� HSINIJ b00I=1 t I • IvanIA ' lYWnl3nals NWM103n103 a eoL aid NWnlo3 - t aua.wnao-ORB D l-oeVmylY4 1 110Y13-:AVY1r0 1dY08Of tl_9 .0 .l - - - - _-- - _ 6•6 _ ( - ' - - -- -'EI .e_•.Z t 1 Eat ' b I LnOd- SNMOOAL-,Zl BoU3113 - - — - -.9USt 8 2 • H bwo Mov" LJ3011d 133roai et do a E9M -r J AW 01AOUdd\' 8tl ZSO-vtoz 1131 XAN 1J3f011d l-B/B�SOIaO NOdSNM00 •9 'E gy �M .9-�E 1-�•Z'rl __-- I"• Iff ____ __ _ __�_ _ '� 1NIOd N80M �•" ---- -"- 03 03 clam�I {� Y I I I R I T O II O i 7J .e•.E C9M a 3 I 99M _ •L I `'f">`��'31n03H MW3d81V1S I ;J ! S9M e I I • , � j -- •�r r cs :uoA+^oarWnd 91ouoL9 9 N - — - —Z wooipae - - — IIM........ £wowpas lwaodLW0530 310N O rFl PP^B P-11 9LOMUD 5 _ q £wooJpaB I ••_ '' HON3H 310'O XWVMe NOLLd I aril. ......,l� I ,M 4.� i OOW 9 d13HS- • NVId 3115 EY - -/. I""' .... S9M i i F......... 3S 99M a0 OOa 9 d13H5 0 S i , --_ _ s9nn _ 008 a d13Hs = 1, Z woolpes I ........,+,I G to uouanFwadw�o asn aaglo bun.ol uo¢nuuad uapur 41-1-1 „µ•,I ,yt•.t l II _sloauy:ur ummg0-lryo mfad sryl uo asn nol'E I .,� y. o .0•.S 0' I A-.S t 1000JPa$ -Z � y9SW3d aIv1Saul:\•Yl53YA091OZ n`^u1a°O I Ln I w I Ooa'B d13Hs i� I 'fin' zn ce ' .. tp sl 5 6x I I a� ... '„x......... � v OOW a 113W=zn B ° �sn{f 13M1d _____ l}{ B - •'BAA - •—� - 99M eY OMONYI I I Z•9 0 woolpas 00a 4d13HS •0-,g •�,,I N .u-.t .u•,t a w •o_z ,V;u3 tn- 3noetlDNlOMtt - - - t-gY u'mf '�` - m ln' If) zl'9v_. aDav�L3Hs - \. a • 3 in zsnn I dJ;u3 1rd13Hs k I zn i `dM'uOlbuwljy of vs 5 \ ws - — - anuan OZOZ Se_:- 1 _s st u. �� s T z c t - ff 3N V 4 LL 6 3e 3 — - - 1 '.- F du cn� otnQn '0'1'1 `S aUl�sanul I -= - 01M M. a 51 M r to o zwoa4;eta { m z fl ' �tlI00lIj;eB UOBUI.I _ - - - - - - - I \ I — ItIM t Aqua 004 I> woa4;eB Z wooly;es L _,' ISM c�I�� o --- - -O - O _ �UIO AI;u3ftla4olryt zrM - O - 1 I t , t f d3a 0 0 1 I 4;e8 i O _ [1� -I wool zn .K Him— In_� un� I I - a � � IOL O o �N 1 �aoa a dl3Hs l It ! - I I I sl -- LL W d woa4;eB •t �a 9 dl3ltS d3a 0 lnoesNMDa y �` I I i 11 z 1 aoa 9 d13N5 zl•v ` 1'. -I- - - - - - - ,� I i:,.: I QY_•sLn ` leM wool e l I I O I 94M =N n r i'x 1 I !m tZ:..:v .Ol•.y .e•.0 / .a•9 rF' oL- . voL NIIL6 - I 10N ONY NVId 3115 .b/E b t9Y1 ' a I MO I (I I I O 3S 99M 80 ra 3 _ I L9M a' y I YayO;i,� i lY en I i u sv zlzV >9 Jasl Li- Bxiedo�� i �� I ; Ma I 3 9LL 0 ZL ZY C w8n1OnalS aid�tN,W,nIOO 9t'9V �2 .OL-.b -. 6.1 (Zn• HI` t E9M - 4` lltOOa t3ulAn lYra'�. 9 g NOIIV— I -3 LA - -�Ood 9 dl3HS - .-.------- I ,-m ' V 3dA1 z9M _ _ Z� ` w00 6l1 of I ONONVNV1d3L4 tYBllNfl -- en - zw' tl3dA1 manlanWls L - • I 3ss9Mao s9M z�l-;� , c j wooa6uIAr! - IL8LNf1 a3eNwrno3 �5 AZ go of - �� •a'F' z I tl3d1.1 . woos Bu An ooa 9 I z ^ Z811Nf1 wowpeg tY - tl3dA1 .o•.r � FA tl O £811Nf1 1 twowpa8 o•c 3.► z ttll� ! b9 N c•M l M lY t z 4 E1CJOl$ - Z9M _ _. _i c _ I .b•.Z 1J E9M zn 1vaf1101181S Lad NWn100 In 9V 49M i .r•Z ,� 'aBelO; 011ve 9fi0Z-19Z96 rM'Iraaan3 a.up ma�aulaeN lsa,5191 L1 I O .9-.E 1+) '9'.Zl 3J.31d' .3 -y � � � .0•.6 � 49M ^l uvoiiuryly:rurini ZFZ9'fi9Z'9ZF J 191 E69SSF�aI - —• - - - - - - I• r-I-� - 1=Z_.bT 'P E9M •� I �9-.ZL L J —. - -- - — O-B• I .4-�r .0•.E .0•.ZZ .0-�LL � J •Z•i OI1Vd 31380NOO .r••bl Fin „OL-,6l 011tld 31380N00 1nOdSNM00 ltlan13na1S 1nOdSNM00 aid NWnl03 lvaf110na1S ��` MW1103 �.� .b-9Z A•.t .6-46 1nOdSNMOO Ot .0-9Z mus ltlan13moo t L'ZY - o ltlanl3nal5 aid NWn10O aid NWn100 OL'SY - �z_B L C 9 PB - o-e L� s r z t b t 1 '3AOatl N030 .0-.L•-b/L //�\ -1NaNdlnO3031NnOW Ol SnOnNI1NOO 38 11VHS S11VM JNISIW30031tla 'J / L I A.M.-O310N SS3lNn `JNI1130.0A Mild�JN.1.30 0a--"3a Ol-J3a '1 "O31oN 3SIMa3H10 SS31Nn aAOGV ONIWtlaj . g pue-Vs ulplrn8 01 sag y ueld JoOld 1s( El ulppq�J 4M 3dA13atl STlvM aOla3lNl ltl01dA1 "S SNONDIS3 o3 S3ZlS N3lN3 NO03dS HV STTV0NO3a oomOOb dOW011oa Ol 0IN31 I11V 'SOatlaNvlS aOd SONIMVNO O.SNOL OI530 INV 30N 01=110 00 3MOSlltlM>103 DOOM JNIaV3609 0 IHE)la NI inA 'd OOOMAld a001A 30b2101S A.IIBISS303V.B 3dAL 133W IWHS 9 ONV aOlOVa1N00 NOd NMOHS S9lNOSS300v 'N0110na1SN00 . . '0'O'v 3dAl SJNlallna IV SIM uoold lSald -a UNV 1N3Wd1n03 WDINVH33W ONV It101a10313 'N 1IddOS ONV 111S'a30VBH a NV SBIIBW3SSV 'YB ONtl'E9'Z-a'L-a SllNn SOatlONtl1S 'SLN3W3aln03N'3rEl aid JNlddOlS3aId HJJM AOOa-01-11tlM'l1VfA-Ol-aOOld'NOI 0,,VVCINnOd L'L4 FV SWb3S AL1lIBISS300V.v 3dAL 133W Ol a3N01S30 013'llnaNOO'S10n0'ONldld Ol 0311WI1lON lJla Ol a001d 1v01dA1 aOd Sl1tl130 d0 NOIJ 301 2S 3aV S11Nn lvimw153a ONIMOIIOd 3Hl '0 ONIOn7JNI'SINM a31tla ANN IV SNOUVNI3N3d aOd SNOUO3S JNIOIIne aNV SNVId a001d 335 '3 _ 7 .� ISNV ONtl�91213d S1N3W3ii1n0321 A1n191SS3��tltl OAOl3M/M IANln SV" S 'S310N ONtl SNOISN3WI0 l-N ONNOaVltl35 mvHSa010va1N00 'f "0310N 351Ma3H1O SS31Nn -v _ 3dA1133Wl1H9dSINgW3NlNONMOHSS11Nnvv HOla31Nla0.SNVId1JNnIVOldAl01H3d3a 'd SJNIMb21alv01NVH03W lNOI3mnnd3aysiwmwow3m,11v'8311aW3Sstl _ 3SIMa3H10 '1N3Wdtn03 aNv S312fosmov (INV SNOIIVA319 U01831Nl i"n1031IHONV NON31"WISN00 Y1VM woliAl WOd S3dAl IWM 33S 'O a310N S631Nn'aOla31N11350101tl 30tld OnlS Ol 031N00W-INM aOd S1HJI3H 0NI1NnOW Ol a3d3a'013'SaOaaIW'NaOM3SV0 '0310N 3SLMa3N1O SSBINn MN3dO HSINIA 013NV LIOZ/9/6 NNVIdIANIA 30vAGn1S..Z-.Z38VSNOISN3M 13SOl01VOldA1 'A IVOWA1aOdL09V133HSOla3d3a 'O 'SNIV-Nn03`JNINNIHO'SAtll031NnOWlIVMllvltl S3L13tlONVSM00NMSt}o000NLLwaj3HloLsgMnSN3MG '0 '3SIMa3H10 0310N SS3lNn -S30NWNV9l0 CErdin03a Stl WV3a aNOa a0 ONM001B IVINOZ180H 0310N 3SLfAa3H103S31Nn BUIM�JQ JOJJIW JJ J a [7 SL'9v 133H5 NO l3dA13atl SN3HO11N lINn lv0ldAl 'n a0001tl01dA1 aOd ZO'9tl J33HS Ola3d3a 'N SHOf1NILN00301A0ad 1lvHS a010Va1NO0 'I JNIWVad d030tld 019NV SNOISN3WI0 aOWDINl -e IU 17 8 PI. 9 uO11onJ1suO� '3SIMa3H100310N SS31Nn L v9v 'SONIMVHO NO NMOHS 'SmvJM Onis aOla31X3 TV lv N0tla1 ants '0310N 3SIMa3H10 SS31Nn ONIWvad ue J00 S bu! !n 133HS NO Ze 3dA13aV SW00UHIVB IlNn IVOIdAl '1 SV'S30NVaV3I0 A111191SS300V 1W AJIa3A 'W OOOM HIV3N38 OV38 lNvlv3S snonNlIN00A1ddtl 'H d030Vd Amino Oi3av SNOISN3W10 aOla31X3 v Jo} penssl woOIOVOae-13dava S310N W` :ON39 NVId 2i001d 600 ISb' aN3031 HSINI=1 2:1001=1 , aid NWnl00-� -O-.LOL aid NWnl00 "vies-WeN °NIV1dV090f ,a,L .S-.EL ,j l•.11 -f�I(- .E-.OL .9-.ZL .Z-.EL .Ol-.ZL .6-.6 .E-J!, A903"314:1 LnOdSNMOa •8'E O b9 MA: I I NOdSNM00 tl-a IM-H 6nu0 1 :a30VNYt\1,13L011d wao1S IW41" -3 0133 1110 133f011d I in :1903AONdd\' MJ/1A •B"•E gy E9M - _ - •2 t i&N .9-.E ^ 9v '�•E 1nOdSNM00 L-e/a-8 SOIaJ '-I 1NIOd NaOM ZSO'bIOZ 'N3flWnN 1O3fONd - - - - I� I S - O3 9V O3 O II y LU ......, -....... Ad - ...... ; S9M ; Jr31n03H05 aid !71 f9.M m i '._..... •..:::':':- . uy I I I 9tl � 9• tlrolslwaa�Wudl 9LOWW2 9 C9 I g woolpag i P......... . I j1`»>•« I ° N yuuad IoOna panttD 9t0U0tN S r I ........ i' -, Ft)N38 ,"�....... ��j I £woolpag Z woolpag04 NoudIa0S30 Alva Naval ' ' L , ; I rhr - ONS W No e aoa 4d13HS ' r',p........ by, S2M :'lMlrr .... rw ...... .�i t .Os _o-s aON 9413 1 • . Zwoolpag ruM. ..... Obb 4d13H9 uonanlaWs xvnm uylo 6uua}uw<yuuad uanuM - Ln - -f I a: �xa• :y�IL�,r m lfp•• m{il �/L L-d ,dl-.L _ vlavtly.W mevgp'Cluo taafovd tuPmasn:oj{ woolpag •o-'s 0 0-S P........Nei 4 �M••••••• Qt;l /1 \ L, y I-S Icoolt lwdlo Wamnntul s.1M111vV OUT N • lodTUV�g: _ L, l'A"vtCllfAa 91oZn[6u 0'1 Ln �+ " 9M OOa4dl3HS _ ~ ", ! �11+....... µi b 13 d sl 17 5ulmwp slyl �`Zn �_'\. i ........4 i I , If'i I r Zn Zn \ as , - - - - a -OOa 9 dl3HS Ln ... •.. ..... �_��-- ... - _.... - �� Sn 1 - LAYS �� 3NOHd fl o I y - - -J -- .z5s ,'�.�,Ik 3n09VON 491n Wa9d1 1 \ woolpag 19 99M •0-�S 3 9v`JNIONVI Ln / AJ1U3 I \ .0-.Z Zt'IV CON F dl3HS'� s �"•"r• b WI° !� w Zfl - 4 00a9 tiv ti1u3 � .sM�r .In € CF 9� .9-.SL _-� i J9M VM`uo16u1lJy O — — N 3N anuany y1LL 4OZOZ IT � �"2•A z9M � in, aj�e • •Z�� l/L/ b-. IV O Gn. ', `sjuaUJjsanuI I" / i om) «I l l t% i —m I\Z woolyleg j I n , L-:Al M ao .n woo�yle l _ l T / — — — —— t9M 1 LL� MA �.... lJ O1b U l Iad Q/V► I LOM .z-z l v� O I Z wool41e8 woolyleg\ l I �ia3N 14o8H I O O-—- --- - / I / ti1a31�9ol!N OQ I I I I - T � ' ZlM 11 1 - 1 O Q 'd3a Zn I' � I �� mm � / l � O I L•inJ N I �1� l o I O l3H S \ / I I - ZwooJ41e d :'"•. _ -- ' 0 O- a0a4313H$ woolyle LL lied 1nOdS 50� - Q- - --- - ------- -_ __ I _ d o0a O O 3a r I I I I I I ZbM I F { z I l I f t9M I -i 99M -1 NO wooly leg i l I l b/L L,fi b/E 33S1>BMa 310N 0Nd d 3116 .a.E OL.Z al W141 dda E9M 1 lv \ ua4o1lN L9M ; i - I - .-.-.� MIS 4 Ma _v�• "� 'WIS �-lvanl0nal5 aid NWnl00 ; - �L IOh•K ddO Zn a OLb'Cv - T`cJ d'►� Z9M W�002 But A-IMM dd0 st 5taoa W OIM d —2x t!3dA1 WOON 6WAn ION Ot'94 3f4M o SSM ylis 33S99M6 tlanlonalS 3dA1 JOOa 6UlA!'1 aid NWnl00 L8 JJNn A. d S --gDa9dlAHs� w b 6ulAll —'�I•,� woolpag Z911Nf1 zsM ; I Ltl .o-.b 3 INufl I woolpag t9M 1'4M E9M to -1 L9M .0,L € Y bryA 4 a9hv 29MDRIVEN 6e101 € °1 a .G-.LL - f9M I� 9tl .Z--C LF lvafllonNIS aid NWn011Vd 6e1o3 r stl _ 313a0N00 .9-.ZL _9-.E o y 9fi0Z-10MGVA ,--1 a,pO Mall aulrelV lsah19 u l b9�r1 .0-fi . :auvWvl.tp•.•Y zozs'fi9�nr�+!f r191 Essz'9zr 7a1 � �`' .Z-.4 ._.-...-. .0'.LL .0-:ZZ .0-.E -OL-.6L b9M "�'bt 011vd 313a0N00 1nOdSNM00 f5M �OLLVd 313a0N00 wNnlanals 1nOdSNM00 a3d Nwmoo ltlanlonalS r- 1- 1nOdSNM00 .6'.tE .0•3 .L-.ZZ Y 1Van10na aid NWnlOOlS IVLIfa-3naLs aid NWnIOO Lt ZV pL'SV e-e t z-e to oe 1 s b f s r f z I '3AOatl N030 1N3nan03031Nnon Ol SnOnNt1N0038 TIVHS STVM ONISMW a31tla 'O =.4lL ' 39IAAH3H10 03ION SS3INn 9NI1130 aOd NVId ONI1190 03103Id3a Ol a3d3a 1 II310N 3SN1a3HIO SS31Nn 3AO8V ONMtlad (J� JOO 1 U LI I In LrM 3dAl3atl STtlM aOla3lNl 1tl01dAl 'S 'SNOI1V00I ONV S3ZIS 01=1MIdS a001d a0 N030 dOOa d0 WOLLOa Ol 1HORH Tnd Id 17 P Z 9 PI 8�J 'saatlONv1S aOd SONMv2l0 OIInBINOIS3033S'30N31N3AN00 3atl SllVM afL.S DOOM ONIav39-NON aola311•03 'i L 6 OZ/9/6 OOOMAId a001d 39VaO1S ALIII81SS300V A 3dAL 133W TtlHS 3 ONtl aolovaLwo aOd NMOHS S31a0SS900V NOLLOnalSNoO 'a'O'V 3dA1 SONlallna IV SAM a001i 1Sali 'a ONV1N3WdIn03 IVOINVH03W ONtl lY0ia10313 'N LiiOSaNY TlS'tl3aY3H aNV S3naWaSStl UOI�`Jna}SU 4 'b"a ONV'"'Z-9'VGSLNn:soavaNV15 "SLN3W3a1n03a"O"81 a3d 0NIddOIS3ali H11M dO0a01•TVM'1NAY01•a00U'Nd1VONnod SWb'3S AL3.d SS300V.V 3dAL 133W 010 3NOIS3O 013'1If10N00'610n0ONW1d Ol o3ltral l0N lL1a -01-a00li ltl0ldAl aOi SlItl130 d0 NOIltl00l �o�panssl 03013M/MlAN1�133HS 3atlSLNnlVI1N30153a9NtMOTOd3H1 'O ONIOnlONI'STVM031Va3aI:J IV-nVWSNOIVbUNOO aOdSN01103S9NIOins 03iONVIM'd3WJOOld33S "3 -S3LON ONV SNOISN3WI0 TVONnOaV ivis f '031valm-r a3H105Sssv aOla31NI aOd SNVId lINn IV01dAL 01 a3d3a 'd SONINi Wu 01Nb'H03W aMon ISMO3 IIVMrVSrllvm UO.1 IIO S3d.0 IVM33tl �,/ 351Ma3H10 "1N3Wdin030NV 631NOSS303V aNtl SNOLLVA3H.13'S NITva n10311HSV3 NOIL0na1SNO0ao s1 Nnoa03S3RAl llvi 33s -0 Wo ISV 031ONSS3lNn'aOla31N113SO101tl30tld On1S 01 09LNnOW-TVMaOd S1HO13H9NLLNnOW Ol a3d3a'0135a0aalY7'NilOM3Stl0 'a310N 3SLMa3N10 SS3'1Nn�JNNt3dO HSLIWi 013atl NNvld IANIA 30Vd❑n1S.Z-,Z 3aV SNOISN3WI013SOl0 lnis 0l "A 1tl01dA1 aOd LO"9tl 133HS Ol a3d3a "O 'SNIV1NnOi 9MNNIVO'SAV7 031NMV IIVMTV IV 83L138 OW SMOONtM'Sa000 VMIV00I SNOLSN3VOO '0 '3SIMa3H1003ION SS3INn 'S30NVHV310 O3Nno3a sV WV3a ONO8a09NIN00la IYINOZISOH 3UVSNMON3 INa3H10S531Nn U p'la SL'9V.33HS NO L 3dAl 3dV SN9HOAM IINn IVOIdA1 'n a0001v01dAl a0d ZO"9V 133HS Ol N393H "N SnonNUNOa 301AOad 11VHS a010Va1N00 'I omwai do 30vi 013av SNOISN3tYl0 a00l3WI '9 '3SIMa3H10 O310N SS31Nn L L'9tl 'SDNIMVaO NO NMOHS "SIIVM onls wH3L)O TM lV NOVal OALS 0310N 3SIMa3N10 SS3INn ONIWVai aooj� puZ 8 6ulp pq WOOlatl0a9-13ddVO U 133HSNOZa3dA13atlSWO0HH1V9imiv0Idu a SV'S30NVUV3l0AIIIIGISS300tllNAdla3A 'W OOOMFi1tl3N3aaV391NV1V3SSn00NIlN00Alddtl H d03DVi30Ls1n0013atlSN01SN3W0aOla31X3 v S310N 1b2i311430 Nbrld 2i001d �Q/\0�'\B] T GN3931 HSINI� b �00� _• "�° E9 9•a I .0•.92 .L•.ZZ .6-,LE L .9•.EI 'A opclea uey:aN :�IIV1dVJ80L -- �- f t-zt .Z-•.Et .9•Rt M's S-At _ke MD3f31D .6-.OL .C'J', .••b '0� - I _ - - I �LI O .8-.E F%DH BnoO IfiOV11VN.LI3lOad .0-•' - — - -- - — - - ruaArlSI-IMW ILO3.T7aia SJ3lOad - Ae aanoaeal v e - - r9m - — - ZSO-bLOZ a381T.nN 1J3LOad I I 31nC3H0S aid YIV13 I I r31no3H0s aid aMlS �M OV I •B'•E .9-,E f �-` 99M I O E9M � t vyy .s•.e I y z U100*68 N 99M �� jv-, P--dl 9t0iAlre 9 8�I-Od Ina P.Mq 910MI19 S ,s NOLLd1a0S3a 31va NaVYY Q i -- [woolpa8z woolP38 £woolpagouanpadm�o asn uy,o Aoe col uoasnwad uauum Z WOOJp813 _sAaanyuV n!r,gp'Aluo,aafmJ slyl uo asn god c �!q,Vu!mgo, -saoa4iI3HsLwoolpa8mz;yswcaoJ I o •� �'` A• I zn .�psuwoo9pag I yn-iI s9M �\ 1--�to n ��9•M - S9M hM1N3 _ _ _ '- J. u3 t r / rd S I I r 4 I Dow Id13Hs I OL-Z I zn Zn ooa 9 il3FlS \ fAl: I I LaA1 S ILZIIN3 4 I bM `uo�6ullay ^� 2l11T RS /z s! S.s tiL11a a LgM 211VLS zl� I ® En 3N anuany 43LL IoZOZ - - - `� - 4 - _ - - _ - — - - �( 99M Y I I I \� 991v I e , a � � zin 0 �•-I 'sjugwjsanUl ! - - -- o - - -- L z e un K� En 19M Q ^ a z9M f I way e UO1bUILId QM I ►tn g� - - - i I p O d3a 19 g I wooltllg8 I O O d3a I m0;t o z►an I 3 + Oo7 I i I L9M ~'-�I .+i --- - - - N;u3 '� I-�mj - 49M - I 1 F I L wool 1 s y L9M 9d'13H4, 111 , z.M. h 0 LI Q I .0•,B ...... I ' I i 9 d3a p I ` I � \ - - - - - -•-- .o•s R I m�u3 P .9-c �� z►M iin w �J I �wool4lB8 y woa41e8� en 1--1 � ' I uayollN � e: � I OO Oil v� I u•4o31N z I m � �i 'v g -- - --- � � LL IL'd I II t9M' L ,z z t1 ! 00Vvi13HS J - - - - a ZtM 9 I h•.8 I a •.b M0 I w/Otn I- �� i� _- O - ' I� , 99M I _ I Z4M ❑ I - i I I MO I w0 4�8 I I I a Eo .0•,9 .Z•S d3a O O u•4oL!)1 - - - -�_oaadl3Hs - - -- _ - --"---• _ av+teao z I1 I-1 k l9M .9 At � rf , II � N ..� -1� •rt��8v ll'PV tin u9v �`' tt•V l T 1 Ma ��qe ^� I I L1VHdd0\J 0.wdeo z I z y I u o w z it zv • N _ o TIlS 'q I ONHddO� li 9v YOS ~ �I - - - - - _ WIS�J �UUI T z9M I woos 6ulAp zn i J �} I . t wmt.r lVl11119L1a1S aid NWn100 '' mow` i II * If MO � I q � Ins n �-si'� I zd woo86uIM-1 woos 6ulAl-1 I zn> I rFl o S9�_ v:n3Hs ' 1 seu Nn I `✓ Zn 1ST OOa 8 i13/ ( _ I •0•.r IvaraonalS a3d NWnl00 J OL-Ly I I ; J • -- woozl 6u1A1 7q5 ci Le 1wn L woolpa8 9811Nn i S8 LNn woolpa8rp w I .1.9 .9•.Z tY O Z LL gM-- Lv Ea IY �.c•z iy a•.s lit zn t .9-s •14-X E9M O - a6elo -- 9tl ` o-S 1S lVanL'1na15 aid�JNOYVaj Mo3A0addN aO%3al•NO3C BfiB2-19ZB6 YM'llai+�3 zyip malA auvclV lsaA19IL1 I *` I� tr. .S•.E 69M yuv.uve7,fyauw. -VfiSr6Z 1191065Z'6Zt W/ Ltl EO L Z�� - - I b9M_ ��Z•may _ .8�.4 _ - -_ _ - - - _ _" w8nionws l I a:mra TtMnl0nal5 aid NWnl00 aid 9NMId:1 OL r (=W Ls a3.7.anlOAVIS Yid 9NIWVad/M 03AOaddV a0 X3a1-H030 •—wun10na1s aid NWMoo IM 03AOHddV ltlanlOnalS aid NWnl00 6ulllea WX3al-NO3❑ I I L L Ztl O ' L Y .P-•L OL-,6L .0••ZZ .S•.E I .I-xt .S",ZL .6".LL .OL"AL I 9-f . .0•.E - d•.LZ I .!•.9Z I �D•.t� A-,tS _0-� IVan10na1S aid NWn100 E wHntOnsLs aid NiNmOD _ �^'� r• ^ll I E I r E '3AOBV NO30 '1N3Wd1003 a31Nf10W of SnonNI1NOO 3811VHS S1lVM 01,1ISIW30 031V6 'O 351Ma3H10 0310N SS31Nn ONI1130 1:10d NVld ONI1130 031031d3a Ol 83d38 'l '0310N 3SIMa3H10 SS3lNn 3A08V ON97Vad _ g pue�s ulpim8 0}sell y veld Jo01d puZ 8 ulpling Y ItM 3dA13atl SlltlM aOla3lN�l NItld1S S aOd SONIMtl210OInf3NOIS30338S3ON3NEANOO 3UNV s1lVM On1S 000M ONlaV38 NONlaOla3 N, V d . • Ll•OZ/9/� bisNoo 000M.11da001d 39V801S ICI Aa1181SSRMV.93dAL 133W 11tlHS 30NV a013VLLLNOO 8Od NMOHS S31HOSS300V 'NVSOn9WBSSV �J '0'O b3dS1 SONIaitne IV S_UNn a00lj 1Sald "a ONV-N3Wdln031V3lNVHO3W ONV 1VORU3313 'JI 11ddOS ONV IIIS'a3OV3H aNtl S3118W355V UOI}�nJ}SUO� 'P9ONV'E-8'Z-9'1-8 S11Nn:S0aVUNtl15 's-N3W3mint)3a•0'e"Ia3d9N]ddOIS3aId H1IM dO0a01-IIVM'IIVM-Ol-a001d'NOIIVON00d SWV3S ALI1181553OOV.tl 3dAL 133W Ol O3NOIS30 "OJ3'lInONOO'S10n0'ONldld Ol 0311WIl lON lf19 -01SO1109S 01dA11 8 NVSN0dONO1333S Job panssl 03013M/M IANIA 133HS 3W S11Nn-miN301S3a ONIMOl10d 3H1 TJ ONIGM3NI'STYVM 031tla 3a1d 1V SNOI1tla13N3d aOd SNOIlO35 ONI0lIn80NV SNVld a00ld 33S • 'S310N ONV SNOISN3WI0 IN ON00atl was lltlHS'dO_L0V&NOO •r 'O310N 3SIMa3H10 SS3lNn 40o ISV MOIH31NI NOd SNVId_UNn IVOIdA1 Ol H3d3a SONIMtlaO lV01NtlH03W 1HO13H llnd 3aV SllVM aOla31Nl 11V'S3Il9W3SSV _ 3SWU3H10 "1N3Wd1003(INV S31UOSS333V ONV SNOI1VA3l3 a*SE)NI Vba VO311H0atl NOIlOnalSNOO IItlM IVOIdA1 a0d S3d/.L llVM 33S'0^ ® 0310N SS31Nn'aOla31NI 13S013 ltl 3OVd On1S Ol 03LNnOW-Tr4m a0d SIHO13H ONI1NnOW Ola3d3a'Ol3'SHONHIW•NHOM3svo "031ON 3SIMa3H10 ss31Nn ONIN3dO HSINld 013aV NMf1d lANIA 3Otld On1S.Z-Z 3atl SNOISN3WI013501O 1V01dA1 'A lt101dAl aOd LO"9tl J33HS Ol a3d3a 'O 'SNItl1NflOd ONINNIaO'SAtll 031NOOW 11tlM 11V ltl S31113a aNtl SMOO••M'Sa000 0NLLWJ01$NoISN3WIa 'O '35IMa3Hlo 0310N 01d),L 'S3ONtlatl3l0 O3alno3a Stl WV"3 ON09 a0 ONINOOl8 ltl1NOZIaOH '0310N 3SIMa3H10 SS 3lNn 6U IMF I Q IOaJ I W Uhl d SL-9tl139HS NO L 3dA13aV SN3HOlIN Imn lt101dAl 'n a00a WOldAL aOd ZWIYV 133HS Ola3d3H 'N SnonNI1NO0 3OIAOad lltlHS aOlOtla1NOO 1 ONIWtlad d0 3OVd 013aV SNOISN3WI0 aOla3lNl '8 ® "3SIMa3H10 031ON SS31Nn w9v 'SONIMtlaO NO NMOHS -SIIVM an1S aOla31X311V ltl XOtla1 Onis '0310N 3SIMa3H10 SS3lNn ONIWVad Jool� puz 8 6ulplln8 WOOIOVOae 13datlO 133HSNOZ83dA13HVSWOOUHVS-UNnN01dA1 "1 Stl'S3ONtlatl3lOAlIlIB15530OtllltlAdla3A W OOOMHLtl3N3BOtl3BlNtlltl3SSf0(1NIlNOOAIddV "H d03OVd301S1n0013aV5NOISN3WI0aOla31X3 V V Y S310N-MEN30 NVId 8001d S•@ aN3931 HSINIJ 21001J `� Lzd Lre .1-.Zz o-sz •JE Mielea ucNPN I`i1V.WV.IUO( .9•.l •9".EL ...-._ $.11 .ti-A .-zl .frb .•E-,LL .6-.OL .Z-.EL xvzL :A8113NO3HO O 4sM -r cnyoH 6noa a90VNV1\JJ3(Oad VHi w.••CIS II�ag4M1Y M0103a10103R1ad V•8 31n03HOS aid aIV1S r91A """ '�"""" -' 31n(13HOS aid MIS _ :A8O3AOaONA I - •P•E /� ® O I E9M I O I •,9-.E trrt0.> :N3n11f1N Ll3fOad �/ 03! ` I 03 A•t 9v 9V E8M ZS O _ � � I AftZ -9 VpM stl e.e I CF ' Z woolpag 59M ssM ssM' s,e e9M 99M ' 9V Pugmnaa 1--d! 9LaZ/aLIB Kuuad IPMB oPmssll 91000119 S NO11dI83S30 31V0 xt" 8 woolpag f Z woolpag �y • E9M � g woolpag o-,4 { Z woolpag uonanpwdai io asn iaylo A,,,ol uo!ss!uuod uallum -- s,nal!gory u!wgO.6lon toafold s!ql uo a-io j•{ L woolpag Cob 8 d73Hs Nag leeo!nalo�d,Io tuauuulsul s,wagtWaV agl'Z � � 9^ I .Ir.t A•J 'ouCKVWEEMAG 91 oZ,g9uFdoJ'1 I WOOJpag s!sP!me p s!g1 zn C zn , o.c Jrr 9n) in)9 u; _ do •�^pa do 'ssM e 02L9113HS sn ._ zn zn +ii Iy 99M _ !� filu g - -_ zn oL,z aoa s dl3Hs 99M 1 (in I. -P'` i N l•M I CON 8 d13H5 00a v iT3�(S 49M zn FAalN3 I syM zn NZu3 § '� s-t 'I .L- yM `u0}6Ullay en 'zln _ gMrols j ;'• — I 3N anuany y}LL 60ZOZ E^ "�� 1- __ - — —I S9M DIM I s�uauajsanul I - S --- - _ _ I In — e t 33a I y O O m 4 Z wOOJ41BG ; zs x o n 6\ O-O YL Z Wool leg j w d3a - - - U01builaV dM "� q I j ; :. i- _ --.—•— 19M OO7 I AIM L9M I ' WOOJylBE I L9M I -I LL lq5 dd0 J)-.B I _- - --d3a_._• ( ._...._ I uI 0-.9 ....- ..»... .» O aoa�n � _ j ZVM I I z4M wooJl le8 1; Z woolyleg I l woolyle8 ell K la y 0 ua o I d Qo uayollN I I I 4 l.N - ' _• 4' z I z►,K Z Qv f$ - _ I .6-.B Z4M LL �laad ;., ... ............. - - ..... ..... - -' dl3il a I I MO . Oa9 o I t�il I - 99M O- - -- 4 - I In b M s I _ e o k-�i WO J B • • I �I ' O 0 •d3a .� .z•t .o-a en ,.; I L \4i In -- a t9M udv ? lE^ 1 oac uay°a!N —— _ �' I f NIS rl�9Y - _.---. .- .... N .�.-.-.-.--j 7 MO Ft I .9-,LL - l9M, D ll'9V b �-'-'-- ua o R _.............._._.x,. a 9r OIM rn u rl9v "is I . j z LI?S da z nL LL- Z LV y I!)I I Nis Mls 1 o o .�Z 1 zn wooa BUTAll >sM14 - -"T - - J lvaruonalsa3dNWmoo o-.L(.r Ivs it IE I u"zv o o I MO ! 9i ))' rz%r I WOOS 6 woo ulA!-1 4L'stl a 6utAll ONH ddO �1 S9M R - - - -•-"-- Oob-113H$ . I zn MIS 8811Nf1 wuniorws aid NWmOO 4 am +13HS - ol•n, 4 Z 0!iHddO WOOa 5UTA17 Yes - S811Nf1 8M` 9811Nf1 4 woolpag LS IlNn ltl� €woolpagrh i i LgMCF Ltl EO E9M Ltl -.. .......-.. .........:.. :::_ ::... -- L .L-.9 .l-.Z Ltl (EO LY t9A' -. O IV HI 1 l9VA Z9M 86JolS 49M .9•.S Jrzrh -1- 9V I .tt•.0 .9•.9 CT F L 6eJo�I . esM i c 1 o-.e stl afgi-I911R 19q MIIM1'ajl ]Ntl•rNJa111atN uiNlILI ral. V9M S:E L11,'� E9M Ca la+vwarfpvuu, � IgICet2'C2.7+a , 11�2 L^ 1 �- »......i 1 .P.r .Z-.9 l•T• I 1 0-B 1 1 weni-Ona15 83d NWn10O 6u!I!ea , rlNddV lVanlOnalS aid NWnIOO� 6u!pea ltlafll.OnaLS aid NWn 6u!Ie +� < ' ( a0 x3a1-NO3❑ I a ltlanlOnalS aid NWnIOO w8nionalS aid ONIV YNd fM 03AOaddV a0 X3a1-N030 l--onalS aid ONlVl-d-03AO8dd 8O X3a1->1030 I L ZY 0 • J!•.0 .Ol'6L .9-E .O L-.OL .6-Al. .S-,ZL I I .S-X &ZZ .f.9t a-zZ -1Va(110n1LS aid NWnIOO kgZ C 611I1!ea I lVaf110(klLS aid N/W100 b•.LC 6-e I z 8 I•S•9 4-8 I E � E c = I t .0-.L 9 -.NL I -3AOSVN3da 30 _ L�OZIgI OOOMAId MOO-W 99VMO1S Bald JOOId PEE ElVIPIlnB`J Ma 1N3wd1no3a3Lttnow OlSnOnN1N0038T1VHSSIIVM9NISItv30o31 ' ` . 3SI3H10 o310N SS3lNn 9NII133 MOi NVId 9NI1133 031331J3a O1 a3i3a 'I '031ON 3SMM3H10 SS31Nn 3AOSV OMnVaJ Lvm 3dA13MV sl1VM M 321 OIa31NI 1VOIdAl -S -SNOUV301 ONV SS 3LJ133dS Mooid a0 No3o JOOa JO WOLtoe o11Ha3H nru 'souol;anajsuo� ALIII81SS333V.e 3d"133W llVHS 30NV aOJ S9NIa0�13Va1NO3 MOd NMO SS31NOSNS333tl OO 3MV SllvM OfllS OOOM 9NLiV36•NON a130biSNO;V 'd Na13nM1SN00 '0'O'tl 3dA.L S9NIOIIn91V SAM a00lJ 1SMIJ 'a ONV1N311dInO3 WOINVH03W ONV IVOlal0313 'N AzlJOS ONV Ills'a3OV3H ONV S3118W3SSV Jol ponssj gytV3g •b-e ONV'Ce'Z-e'L-s simn:sawa is •S1N3W3a1n03a 3 S I a3d 9NlddOlS3Nld FLUM jOOa-Ol-lIVM'IIVM-Ol-a001d'NOI1VONnOd INn Y�� Sb 03013M/M IANIA 133HS ALnI91S8333V.V 3dAL 133W 0103N91S90 '313'11nONO3'S13n0'9NlJld 010311WII ION ins -01•MOOIJ ltl3ldAl MOJ SIW130J0 NOLLY001 3MV SANn IVL N301SBH 9NIMOT10J 3HL �O ManIONI'SllVM 031Va 3ald 1V SN011tla13N3d MOJ.SN01103S 9NI011nB @N SlIV{d a001J 33S '3 S310N OMI SNOISN3WI0 llV ONnOaV lb3S IIVHS lV0lNVLN03 'f 0310N3SIMa3H10 SS3S9V _ aOla31NIMOi SNVId 11Nn IVOIdAL Ol M3i3a 'd 'S9NIMtlaO IVOINtlH33W lHOW TWW 3t1V 6lIVMMaM31N1 11V'S31IBW333S NNVId 1AMA 3SMa3H10 '1N3WdIn03 ONV S3IMOMOOV ONV SNOIIVA3I3 aOla31Nl lVUnJ_031lH0NV NOU3nH1SNO0T1VMlV-N&UWOJ S3d),LIWM 335 '0 0310N SS3lNn'NOR13LN113SO131V 33VJ a11S Ol a31Nnow-ri/M a0i S11-190H 9NILNnOW Ol a3d3a'313'Sa0aa1W'NMOM3SVO '091ON 3SIMa3H10 SS3lNn 9NIN3dO HSINIJ 0138V 30tli On1S.Z-.Z 3W SNOISN31N1013SO131V31dAl 'A IVOMA1 MOJ L09V133HS Ol a3d3a -0 'SNLV.LNnoi 9NINNlao'SIvViaRLNnoW TIVMT{V IV S311I38 ONV SMOONIM'Sa0000NLIMI SNCtSN3LW0 '0 3SIMM3H100310N MINn 'S30NVHV3l3 OSWI03U SV Mae ON09 NO ONa0018 WiN021NOH '431ON 3SMM•H10 9S31Nn ueld Jool=l pie 8 buiplin8 SL'9VJ33HSNOL3dA13MVSN3H011H11NnlV3ldAl 'n a0001VadALaOJZa9V133HSO1M3d3a N SnOnNllNO0301AOMd TWHS MOIOVWNOO 'I 9NIVM=l=1033tld 013aV SNOISN3WIO aOIM31Nl 9 v WOOIOVOM9-13daVO '3SIMa3H10031ON SS3lNn L V9V 'S9NIMVHO NO NMOHS -SIT1M0n1SaOla31X3llVltl N3Val On1S '0310N 3SIMa3H10 SS3lNn 9NIWVUJ \' 133HS NO ZB 3dAl3atl SWOOMH1V911Nn IVOIdA! '1 51/'S33NVatl3lO ALIlI81SS333V IN AJIa3A -W OOOM HLV3N3S OV3e 1Nv1V3S SnonNI1NO3 AlddV -H JO 33VJ 30151nO 013aV SNOISN3W10 aOlUgi)3 V S3 ON 1b2B3N3°J Ndld BdOOId ON399-1 HSINH 2:100l=1 llzv I lVan13na1S L ( wdn13na1S I wMee MgWN I SCX r aid NWnl03 M3d!•vn100 -,le CM031C1 ' A-.xt .b-�EL .B-.Zl .t•A{ ® .o•.Lr� .0•.t .0-.ZL 3.9 d•At L hI - sayoH bq0 1LITrNYtllJ3fOMJ — auonotSloougly 110.L138fU.LI3LO2W V•e - - - - Tl� •.EA903AOadJYIr91V1 IZSO-rLOZ :aaelvnr`1J3(OMJ I R q �, ^ 4 OE9M 1 I 038 03 7J w .71�1� t•a^r � 4 1DM T.•. aid WAS -.•. 31n03H35 0{ (jam i .9•,b - [9M aid altllS S9M 'III _ - 6DM R Al AIM bin II _ � w6ol4wa r es suoisNoa Lund 910xA1N 9 _ � T� nwmd MMB porroal 9lOZ/OW9 9 R•I I C9M O OOa R JgwS 1 Z woolpaa NOLLdIil3530 31V0 NWW - - -- �` I h ' - -'l N O Z woolpos , 1 zln wooJPSG •oouanpmdoi io asn� po hue Sol uolsspiA uauum olm f H1d30 Al spoallgay.mtgp•,(ryoraafwd sMl uo asn poi•r "•Z tu001p3A 'I 19 s3AI3Hs N1•1IV19 II L9M 1 ! 'aoLuaG luualSs JmJ)o/uawngSul S,raangvVag,1'Z S9M I ^ Ic -0• 00a RJl3HS ---\4i13/18-) 'aul'Nb'W37IA0910Z 149u,CdoJ'I _ I" '' B r j �� 49M II '-I K NMAOl NA%OO - '-1 _ _ n t woolpaa - �k- SSW — — — ssM — — — — — r•.x o0a 4 dl3HS v rA S9M —�-. •9'Z Mira � .L yM rUO�6UII�V _ M6•.5 zn L�MI to •In tYht �t 1ALn CONS A13HS-1 J QOa R il3ws A4u3 - �- # n 3N anuany 4jLL IOZOZ T� I,' sl -- --'_ —Z ,6.- — w I l9M L lb - ooav Haws to rn gun K �- -- T�, I z 4L a o O1 /�g�y�� f T� I I H \�/ wool e I 'J38 . . O u016ullay aM = �` - I ! I o I L9M I I ,4ua I I Lwoolylea - — �;r-� — — ! 9_r zn - ZIOd 0 p I ue4a!!N z L u94eLW lz . L9nn I 11 _ LL Ztl e. I l.a/o•.f I '!r I I I ti1u3 `•'-/—po I + Z I I J ZLA r-T- L u2v of ow e I u _ Z wow4iea ! (\��J — LL �aed I I I ZbM i I 9M 1 �; I I Z4M V L wOOl4�Ba I I I �� a JI3it5`t S, .L/t L-b 0 1 _ 1 ! MOl s U I 11 Oln III f /- Z4M I I t �x 1 I i ( I Zn lt•9V !tt'9V it + — uayakA I — — — — i to zn_ ' — —'--'— — J e•s rtl ti -x>M I l ars+d�do rsl h 99M I .► A. 'L I .__ .-��. i Lt 4 I I ';� 129 1 R Z Y/n t MO Q0M4J13NS tt9Y� o O tl9V l9M 'i - Is�J `i I B I rt 9 I AIM �-i ij rIVY tills oa J13Hs— I I O 1'•s� � —-— --- — —-- I (hlr P� - 641 W� r- £-.9 Mad N / 9n 1 3 R/Mn10M1M1S WnIOO I o I� I i ml I I E9M Yl'9V I Zn i -0L•,E I Z / 'ifs IMV. ( CVO • 3 wooa 6ulnl� I wooa But � wooa 6ulAl- on 01•9v z9u OLa 11Nn 69 lM O 2 ZLallNnl � z3 19M wooa 6wnl� 1 woaup" fe m t woolpaa I m CaMI .1•A 19M - /V Eil CC J IV • I I E9M MISZ9M � 1 � - - .0.2� 9•S C9A1 ygM .9-S A'.t• 191, _ '"I a 3 --- O L + aeelo ONt9VM 1tl13W 031tl31aeVi3ad ^7 In; 9v 49M _ vunarawY,q't l a.pll,aaltauHuw�saAtslct •5''E -9 'Ettlan13na1Said » rFl omrm VOMOV413W I .-._ lV EO f 7 9NIIIVa lV13W �-031VaMeV.3ad uvmuayfp•.mnm Z......Z'SZb—1191E65Z'SiC qar ltlan13na1S aid NWnIOO 9NIWVai/M ILL-M090 - I 031t101a9tld3ad a07(3a1-N030 - ct 1 yg,y1�` EgM at•$ •0'•S' Ivanl3na1sa3d — aa - - - - - - - - - - - - L— - - - - - 9NIWvaNO X3HIOMD3a I�1 ONI WH N131v 03lV31M9Vd3ad MO X3M1-N330 I .S-.ZL 6-.LL AL-AL .9-.fr- -E•b .01-.91 _S•t d• IVaUDU1S Mad 9NIVM wun13na15 Tvan10na1S aid NWnv:l lvanl3nalS aid NWnl03 wunionis /M 03AOaddtla0 X3M1-N33O aid NWnlO0 . a3d NIMMO3 O 1 .0-.9z r E-B4691 Z8 I f r f I I .0-.L=.4lL �� '3AO9tl N030 . I � m8 WdIn0031NnOW 'l Ol SnN SIIVM ONISIN30031Va "J 03 *0310N 3SIMUBHIO SS3lNn DA09V ONIWtlajg pue s wpn8 0l salj dy ue�d Joo�� p�E 8 up� 3SIMa3HLO U31ON SS3Nn ONI1130 aOj NVId ONI1130 103133a Ol a3j3a Y 01 IHOGH . , L OZ/9/6 OOOMAId a001j 3OtlaO1S L4M 3dAL 3aV SIIYM aOla3lsN�NIVd1S S dOj SDNIMV80 O Ina N Isla 33SS30 311N3ANO0 3aO SIIVM Onls Doom`JNIaV3a0 N a01a31Nll�Y uoljon.l#suoo AOII81SS300tl.83d"133W IIVHS 3 ONV a010tlaLN00 a0d NMOHS 831NOSS300V -No for N1SN00 JOB panssl SWb35 a0'Y 3dA1 E-Mallne IVSllNn8OOljlSalj 'a ONV1N3WdInO3lV01NVH03W ONVIVOI 10313 -N WJOS ONV 1116'89OV3H ONV S31l8W3SSV - '4-9 ONV'E-a'Z7L-a SIM:SOatlONV1S 'S1N3W3alnO3a'O'6'I83d ONIdeJO1S3a1j HIM j00a-Ol-lltlM'llvm-OI-a001j'NOI1VONnOj 03m3M/M IANIA 133H5 ALIIIBISS300tl.V 3dAL 133W 0103NDIS30 '-01 amaN00'S1onO'ONIdId 010311WI1 ION lne -Ol-NOOlj ltloldkL'dOj Sl1V130 j0 NOIIVOOI _ ,• �� 3W S11Nn W"301S3a DNIMOIIOj 9H1 I) ONIOn-DNI'STVM a31Vd 3111j 1V SNOLMUEN3d a0d SNOI103S ONIOIIna ONV SNVId a001j 33S -3 _ �OO I S Y�.,/ S31ON ONV SNOISN3WI0 llV ONnOHV W3S IIVHS a010V'dMZ) 'r •031ON 3SIMa3HIO SS3INn 80I113-NI HOj SNVId 11Nn IVOIdAL Ol 1:3d3a -d 'SONIMVHO IVOINVH03W 1HOM IWIJ 3aV SIWM HOlH3LM 11V'JM"W3SSV 3SIMa3H10 '1N3WdIn0 ltl 3UNVS31aOSS330V ONVSNOIltlA3l Stl 3 a0Ia31NI an10311H08V NomonUISN00 INM w3wl NOi S30u IWM 33S 'O 031ON SS31Nn'uOIM31.NI 13SO101V 30Vd On15 Ol 031NnOW-1NM aOd SIMUSH ONaNnOW Ola3j3a'013' OaaIW'NaOM3SV0 'O310N 351Ma3 NNVId IANIA HLO s33Ngn ONIN3dO HSINIj 013UV 6UIMBJQ JOJJIW 3otld onls l-.Z 38V SNOISN3WIO 13SO101VOld U 'A IVJIdAL 110j LOW 133HS 01 a3j3a 'O 'SNI'd1NnOd ONINN18O'SAVI 03LNnOW lltlM llV ltl 9311I3a ONV SMOQBAL'Sa00a ONLLV0O1 SNO O 0 '3SIMa3H10 031ON SS3-INn 'S30NVaV3l0 O3a10038 SV WV38 ONOB a0 ONIN00la Itl1NOZIHOH 'O 8V S 0ISN 3H10 ss3wn veld Jool j pie 8 bulplln8 SV9V 133HS NO L 3dA13aV SN3HO11N 11Nn IVoldAl a0001tl01d I NOj Z0'9V 133HS Ol a3j3a 'N sn nNLLN003OIA0ad lltlH5 a010tla1N00 'I ONIWVaj j030tlj 013aV SNOISN3WI0 aOla3lNl WOOIOtlOaH-13d8VO '3SIMa3H10 0310N SS3INn L L'9V 'SONIMVHO NO NMOHS 'SIIVM OnIS a0Ia31X3 mtl 1V N0Va1 On1S '0310N 351Ma3H10 SS3lNn ONIWtlad V 133HS NO Za 3dAL 3aV SWOOaH-LVS IINn IVOIdA1 '1 SV'S30NYHV310 AL11aISS300V llV MIa3A IN DOOM H-LV3N3a OV39I—v3s snonNI1N00AlddV 'H j03OVJ 30lSlno 013aV SNOISN3WIO NOW31X3 'V S31ON IVW3-N3J NVId b001 aND031 HSINII 2:1001=1 tL ZV Itlanionais L wwrttonals aid NWn100 Yid Nr4moo ouivlve omveli a1V1JVJ aUt - .0-dl .,0-.L ..9-.ZL .t-.EL .tzt .E-.OL V „fi-.9 ��0-.ZL i AI �.1803?1J3IL1 49M �� .l-,OL 1`-yryTl I .Q•.i vN.H Eno-1 430VKVW133[08d _ a -Ts F0.014 I 8013381a 133LONd i �,F E9M I :A903AON"v ' f9M - zw-moL I '83mIVtx,Ill3LO8d 4§ ^ ►'SM ..., 4 1 49M I 03 I 9V 03 E9M 9V - 431n03HOS •�� t•M aid aIV1S 31L1a3Has OWA 1 m aid MIS------- �`o S9M 1 11 u roln AIM 0089 dI3HS � I ---I{� .9'.4 e-e 1 woo14le8 �aoaadl3l+s yY 4 I at V W-0& 91VALd1 • Pu d !vMua WUWI- 9lOZpt1• 5 I I NOudIaaS30 31tla HtrvW m Z woolpa8 ^ I • ZO u w O l m Z woolPaB I 1 woaPaB I I zln § ^� I� I �IIN uonanpo,dai in asn,agio Ale,o1 oomillad-11!- I HJAIM-01 I Z woolPaB S•M WA s3n13Nsrvr1llne o-,4 s,taal.q,W olelgO'Rloo toafo:d slgl no-Io j•[ }� (III 9 31914 _ -a Slvuo!sjojd to tuamo-oWj s•laangvV agl'Z f9M oOa7 MRS - I .OL--S 'aul'f�NW3JLl09 fOZ III9u,CdoO•I b9M _ .. .__ _ ......sn...... I Sn i / WOO / — cz :sl9mmeIp s1y1 - NMO01 � 8_,. �� 9 �-�'- L woolpa8 � O C�J s9M �------ — ——— L llY dl .$�Z I ...... I 99M to L9M zn .b1E 6-.S —aoa jl Rliu3 •aM LSM ssM 4 O fJIu3 aoa 4 dl3NS dM`uoj6uilly - --- - iMd I �_ Ln K I I .6-,z ly 3N V 43LL 6OZOZ I ` — _' un .Z-.6 -�- ,. .. .. Zn �� N 4 OOH Y d131� iv __ _µ-_ Ls UOW sanu ua4ollN�J Op Z4M O t .... .��€ -j3a ~, I Zwool419 L aaw ddO y� 'j3a O 0 O o1 0 T� I I = I "? O o �Ms �._. . UO}BUIIJ V QM v9m _ I Z L9m I O — — - 4 INS w lyl I+ w� ZIO� i xa I zn o-s ( i ua4allH ua4ollH 1 I L_ J L ( d Ma I I zfl�L I I ( znuwolyl z I _ Z9M I � Nl� LLZV 2 -- T1 I z W00141ve �,WOOJ4188 L4M l•M Lt/M1 __.. I Z - -I � I �onNdw� r ua O -- I s - u ms Ws I ZCM .Pit Pz A-.s T T - ----- T------'—• O to ltW ME 43l3HS I � I ll'9V 119M tL'9V ONH ddO DIM — bli•v i I' I is M Itl3 acuv S13H5 w1s rt 9v 1 .41E E-.9 HIS .B'A .rR l•.r l"m-onw.S aid NWmoo 0 Z ONH dd0 Ln Ws and i'tBWS-1 I OI LV - woos BuiAi- r LE- wooa 6UTAII OL SV M • wooa 6uIAIl 068 11Nn Z9^^ Z1811Nf1 z w zo 6811Nn - woos 6uIA1-1 t•M woolpa8 L woolpa8 Lf zsM LLB 11NI1 ' L9M 9•.Z Ltl @ r < T- 1.9 Im • I O LY _ - c9m o_c di•loL•aVl\'�4I_•av1 w+aM•w M4I'traLtolll o I k�M 49O oic � Z9M .. el .0- _Zn 4EA9 Ml I N Na IV13 O31"]la9tlj 3 a M66•JO1S WI 1V1314 tlan10na1SH3d"9`6 ONs�v IYl3r /tV whn10na1SaidNWnIO3 0031YJ-8Vj3a ONIWVaj/M 03AOaddtl 31V0MGV:MJd vuu}(pv4iw. irL.KCSCra/ M 1 C'C¢ut I� - a0 X3a1-NO3o .0-.S I Al•5 inlru 49M UOtX3al/0Oa OaddY 8P•• N13W O31b'01a9tlj3ad .9-.E .0L'.Ot .6-.LL .9.LL .0L'.9L wunlonals IV8n10na1S aI d ONIVYVUA lVanlOnalS ltlLlnlOnalS aid NWn100 1Van10n us aid NwnlO] aid NWmoo /M 03AOad"40 X3a1-N030 aid NWm00 . .0-.9Z O o a Z I r 1 i 4 4 (Je11W1sJOO1=1puZ) e ueld J001=1#s6 0 4IPIIAB�' VLLW ISNV ONV 091213d S1N3W32 intro A-LnI81SS3ow NY!PNP 8 3dAl 133W llVHS S11Nn Lloolw 1S2lId lltl zL ztl II L WZ/9/6 ltlanionais aid NWmoo e Ueld aoold uol}one}suoo 6• Ol:J inwsNM00 ZI d puZ pue Is 1 0 bulppS jo}panssl b•.E �.,/ y n .0t-,EZ 1.0� ISV .9-.ZZ r 1nOdSNM00 .SI'-0l .8-.Zl A'.lt -y .4JC Jfet m L � .4-.9 B.LL .9-M LT_ d 3 E9M i .6-1b .6-.f O � ',O 9tl a IatoB uautaN NIVLIVJ Sof II —' - - - —' dAS 03M03110 (yfJ�- �� - �M suonolBl�W I1oJJ31a0103lOJid .- •_-•«•.•�••--1-• -_ - ' I � L_ � - \B03AOtlddY' ' y 9V m E9Aa i I 49M � zw4Loz xdeWnnu3roaa i O� EGM I z WOOJpag ` I OooMnld aoold 30tlaols L LuooJpee wOOJ e b zn Z P 9 17 F wooJpag ^S S33HS OOa9Hl3HS 03013M/M IANIA 33H5 suo;�noa 4uuod 990ZfOIR 9 �— CON 4 313H5 { i . ,,... � R twiad m7rym8 portssit 910ZR1R 8 ... ' —_. - NOI1d1a053A 31VA NaYW NNtlld IAN1A ��w. _�,(. 59A5 - 3 Sf E9M OOl19 d13HS I _qn f : � r i .0•*1 •,C �� 1 _- 0 •a�i.vag 'gal:\'V lV�.1.1091 UsZl'�4mAxur.�(dpo0 Ll OOOVO8e-3daV0 znI K . ......... �-_�_ a• 1 LWOOJpaB •ompmdaixoasnyio6uoi� oisuduwm 1SI � saayquV m eLy 'A Noafold si t no asn xod•r , IcuolsSyFMpamtwu3ul VaylZ I s1� GN3931 HSINI� V00 A oOoa4l73HS n � e u str DIM b3 3A0t1rE1NI0NY'i .�tu- _ _ 1•JI - — _ -- — — . — — 03 saleda` s_x� _ fA Ooa a d13HS NW3 _-- - AJ u 1 - 3 3 Ooa a dI3Hs <s r �_ I - rA s . E9M Ln I_ Q 99M 4yJ, I wt .Ol•,i I I -q•5 V M 'UO}6uIIJV I p.,l`_ L9M / I^' ltfl _: -~�, .-. A, - till f-9.Oi Eft Z wooly;e9 3N anuany u}LL wzoz �' r_oI.• _ _ l tin pp — — — — — — _ _ LwooJ4;e9 1H I � J IN C' oI O '0',', `SIUG ISGAUI WOONWO l h I I z•M 1; O I y z9M -�. - -d3a I I`� i \�` 1 3SIMa3H10 2NN I U�}llullab QM 03IONSS3lNn'NOla31N113SO10IV30VIOn1501 tiMn I m ! 0 9 I Zllt Z4M; 3OVd On1S.Z-.Z 3HV SNOISN3W1013SO101V0ldAl 'A 1 x I Z9M U•t10 I q _ I l t91A I I - •'� _ Z4M '3SIMa3H10 O310N SS3lNn En t Ooa 4 i13HS a 7 9C9V 133HS NO L 3dA13atl SNSH01IN LNn Td01dA1 'n •-�- '�' I ! l I I dl•.9I '3SIMa3H10 0310N SS3INn L L'9tl Q_ - 11 (l — __ •_ 133HS NO ZEI 3dA13atl SWOOHHIVB llNn 1V01dAl '1 -- - - WOOJ e ` MO 6 14 I I I I Z9M UNPIN C I v N011tl �191A N 3SIMa3H10 ORION SS31Nn m J O ---tea I o I Z W3 8 I 7 I l IIL�_o`'-it00J I I Z I p LL �la'd LVM3dU 3atl SlltlM aOla3lNl Td01dA1 'S -- lFl N �� Z9M 'SOatl0Ntl1S I ( I .{ I I I I MO I _ I YAS t rFi AlllI91SS30oV.93d"133WINHS30NV tt.�. f 1 ,i J 1I tt 91t '0'O'tl 3dA1SONioiin81tl S11Nn a00ld lsdu 'a I •— I `-7tT II I Joo I lV e S • '4E ONV'E-8 I'L-8 SlINn SOatlONV1S U•4�n1 AlIl191S330OV.V 3d"133W Ol 03NOIS30 of 3aV SllNn ltlI1N30IS3a ONIMO11Ad 3H1 'O - a I llm }{ �� I tI It I.� ^ - j puooa$ 'S310N ON SNOISN3WI0 _ _ _ _ - 1 1 ONH ddD ^i Z / lJ I" L'.�11Nn NOla3lNl'dOd SNVId ilNn IV01 -L 01a3d3a 'd I ! iJtt 1qS +JtM ddo`/ i 1N3Wd1003 ONV 531aOS5300V +, MO _-_ i l'✓Q _ _ aamoW-i-im aOd S.LHOI3H ON11NnoW � WOOjI 6111A11 IVOldAl MCA L0.9V 133HS Ol a3d3a '0 'E 9 S30NVatl3l0 WOpa I en' # AtiH z I 6 3dA1 a0001V0ldAlaod Zp'8Y 133HSo1TBj3a 'N _ I - i L�11NnI SDMMVaO NO NMOHS _ _.—. _i.J tt-W J001 j I Z9M I 0 SV'S30NtlaV310ALlllglSS300V11b AJIM3A •W Z ii 4 WNnl0n'd Said NWnl00 O '1N3Wdln03 O31NnOW WWU3 aJSa3d NWnloo WIS 1 pu07a$ E3d1LLr f- ONI1130 aOd NVId ONn130 031031d3a Ol a3d3a "l (70 9311Nn 1 � Z�1JNn 103 1 Cd 'SNOIlV00l ONtl S321S OId103dS 29M 4t•pV. Z9/A 00a 4 31yHS 03 aOd SONIMtlaO OImam)S30 33S-30N3lN3ANO0 a010Va1NO0aOd NMOHS S31aOSS300tl lkat ed0 2 pUO3as ONV1N3WdinO3ltl0INVH03W0NVIV01a10313 'N Yqi s'J 1INn t. LBM 'S1N3W3alnO3a'0'S"I aid ONlddO1S3aId H11M - - - • 'o13'iinONOo'Slono'ONldld 010311W11 lON ln9 ON10n10N1'S1 VMO31tla 3a1d1V SNOI1Va13N3d WOOa�UTAII IIV ONnoHV 1V3S IIVHS'dOl0V'81NO0 'f 1 WOOJpaB - 1VOINV1103W HIM 31VNI0a000 8 3dA-L tRM �.Lt B•.Z (INV SNOIltlh3l3'dOla3lNl-ivdn1o31IH0aV ,4'J:^ .•-S CL— Ola3d3a'o3'S21oaa1W'NaoM3SV0'sNItlLJnod £�llNn o3 y 3 armo tsnnl y ONINNIaO'SAtll 03LV00W Tivm 11V lV 03um3a _ -. - L9A1•- 3$ 1nodSNMOO 4 so V4V39 ONOS a0 ONDIOOl9IV1NOMOH SnOf1NLLNOO 30IAOad IIVHS a010V211N00 'I O lV -I f9N •$IIVM On1S N01831X3 11V 1V NOtlal On1S 1 t9r:.1 - ? 1 roJ b9M - - W8=nVIS aid NWnlO) DOOM H1V3N39 OV39 lNVIV3S SnonNI.NOO AlddV "H '3AOBV NO3O _ - _ -�' `-- I - - 01SnOnNI1N0039TVHSSlIVMONISIW30031Va 'O a$eJOl$ E0 \ '•.g O i m �N \` J '0310N 3SIMa3H10 SS3lNn 3AOStl ONIWVad ,�----I � tV _ I _ • a001d a0 NO3O dOOa d0 W01L09 011HO13H find - i 8n lF) "E 'E I 011tld 33aONOO 3aV SIIVM OfLLS 000M ONINV'39-NON aOWMNl TIV 'd _ � - A-JI A- � 'NOI10na1SN00 K a6eJol$; I 49nn - I 11ddOS(INV IIIS'a3OV3H ONV S30119W3SStl 4gM o;— ` 1nOdSNM00 'S_y11 Jooa9I-IIVM'llVM01-a001d'NOI1tl0NnOd _�_ aw:loys Y•N'��++x3 +wa�'1A aw.cls lRNal[t -01-a00ld TVOldAl aOd S11tl130 dO N011VOOI vn,ueyrn�.nm flAYLZZD/ rolydsrL2l.�y aOd SNOII03S ONimin9 ONV SNVId a001d 33S '3 '0310N 3SIMa3H10 SS3lNn I �N' 1HOI3H Ilnd 3aV SIIVM aOla3LJl IN'S3n OLLVd 3131lON00 9W3SSV OLLVd 913t1ONOO lVan10na1S aid NWnl00 NOIlonH1SN00 TfdM IVDldkL aOd S3dAi IIVM 33S '0 I I JlyOdSNMrOO _ '0310N 3SIMa3H10 SSSINn 9NIN3dO HSINId 013UV I S311138 ONV SMOONIM'SHOOOONLLVOOI SNOMMAI0 '0 •0-.61 S-9 A•.t '0 5MM11 3JON 33H1O 8831Nn .E-.b .Z-.ZL .6'.E ,Q'.Lt J► At .6-.E ONIWtlad d03Otld 013atl SNOISN3WI0 aOla3lNl "9 I J 'isino 13HV3SIMN3HNOl SS3lNn ONIWVad .Z-,0Z .Z'.0E d03Otld 301S1n0013atl SNOISN3WI0 aOla31X3 -V L9 fi'O Ll� CIO A s310N I"BN30 NVId �OOI zL u'tro 1. t I t z I s _ 1 t . Z u1pl1n8 0;said dy Cie"wIs—UIwz) e6 veld JoolJ}s6 _ ulPlhe�'J- 1'L4V ISNV oNV 391 219d S1N3W3alno3a AlII19ISS3ooV 8 3dAl L33W IIVHS S11Nn Noo1J mu ilV zL ztl , e bulmead aoialW LWZ/9/6 ltlarilanxus aid NWmoo veld a001=1 uoljona}suoo NOdSNMOO Ol-0 O NJ V puz pue Is 6 0 bulplln8 .loj ponssl Y OO I S V •YE y.� .P.11 .B-,ZL Al•At 1nOdSNMOO }g a+ C ►B Z .B-31 E9M .9-OL .B•.l I .Vs .Ot Al 49M /gyp 149M, - r„,::cAuvVtvN :N1tl1dVO 9Uf I dO I V•O. I am1aH Oma I :tlaOVNVWt133mu sue"*Ng4m I -W01:81111O A03roud 49M E9M ro - "AA03AOIfddV 69M 9tl ZSO-bLOZ XI81\fl\JJ](ONd — F Z woolpa8 ..M DIM 1 woolp813 OOOMAId'dOO1J 3OVao1S I ; Z woolpee £wooipeeSvd 03013M/M UNIA 133HS �- OOa9 JI3HS ; ; Y A I = •'prig OOa 4 j13H5 '3 suwawa DUUadl 9toZA/9 9 I j1 ........ ' I V"4d !OMB oomII 9L0"19 S 59M NOLLdISOS30 31V0 NaVW NNVId UNIA '�i C� I ` t! •9-.0 OOa 8313H ,p't I`.R.b - 03 03 I`� i I � � _ F- T � vonan{uWm uo wn�ayry 6uv wl Uq.quua0 uavum WOOIOb'Oa9-13datl0 - UV IwooJpag 3V1O3HOSa3dtltv15i Zn y.ygW U"O'dryv jnl(lw"U.am�oJ•E , �r.... =yr/�i O Z9M amNaS ieuolnryot,t Jo IUatuntpul s,taanq�ry ayL� ^' 9n 'w[:KVLV37L1O 910Z MH7wtdoyl I o zn `-- -------- zn an DIM u'9V A :sl Hul—P slyl 4N3931 HSINI� �001� E& -% _ '\ - Zn o0a 9 Jl3HS 3AO9V ONIONT) CF t €03 o 5..F 1 di0 aoa 9=n3HS tilu3 U I § Jt oL.Z i � N Ln Je a! St2V S EOM j I Al.).Y9 Vm`uojbuIjjv - w Lip - 3N anuaAV gjLL 6OZOZ I zwOolyWE ® 1 w00JyleB IV �I .0 ,,,• {sjU9WjS9AUj j j ! j ---. ,o-o - j I�9,, j a �I Jr.9 I I �I I.WO0Jy14 Z9M Q a 3S1 Z4MM83H10 1 I w J�a O • Zln U o}I..1 U i I.1v M 031ON SS31Nn' 0Ia31N113SO10 IV 3OVJ On1S Ol I ZbM F_ R I o 6401IN Z9Mv, V J 3OtlJ OniS.Z-.Z 3atl SNOISN3W101390101V01dAl 'A �� ! I - — OO7 '36IMa3H1O031ONSS3INn - V9M Z9Mt - Opap d13N5 I \'�' I '--•-"'�'-'-�••— - 7 SC9V J33HS NO L 3dAL 3atl SN3HO11N llNn IVOIdA1 'n - I I I Uayomm z9M I �Aa I- I z wooJ4488 -d3a '3SIMa3H1O 031ON SS31Nn L C9tl ' .o L, I -� 133HS NO ZS 3dA13EV SWOOHHltle 11Nn 1tl01dA1 '1 1 L� NO11V y 39IMNBH1O ORION SS3INn 1 i I j O o LL �1a�d LbM3dAl3atl SlltlM aOla3S�ltlONIdVAS 'S �n1 IY LIyV (a Z9M WOO1y1¢ A1n191SS300V.83dALI33W IIVHS30NV I•�••t t ONHddO — I I .b/L lt-.9 0'V 3dAL SONIO11n91V SANn aOOld lSalJ 'a J r^t fltS I MO I —. I 9 9 •. '1-AONV'E-S'Z-A'V13SlINn:SOWONVIS LLB I I I I D uayallN A1n191m 3V.V 3d"133W Ol O3NOIS30 tV JOOIJ Ft l9M Z I 3atl SANon ItlLLN3O1S3a ONIMOIIOJ 3H1 •0 1'tlS (puooas f/ r en L t'9r L z4M' I - 'S31ON ONV SNOISN3WI0 801a31NIaOd SNVId LNn IVO1dAl Ola3J3a 'd m llNnl 1M9 'N1s '1N3Wd03 ONV S3IHOSS900V 031NnoW-1lVM d A SIH913H 0NI1Nnm wood SUTAII FL-OV —'—'— — Zn .C.e I^•r Td01dALa0J LOW 133HS Ol a3J3a 'O E9M -— Z Il _ 'S30NVatl3l0 A U10O216UTAI-I {t'V ``. aO0O lV01dAl aOa ZU'9V 133HS Ola3J3a 'N 83d'u 1 ('9�) •SSNIMV80 NO NMOHS 'Lo llNn 1 "IS ZSM - JOOI� S ONH ddO J SV'S30NV&V310 AL11191SS300V 11V AJIa3A 'W -— •rylg ltlafLLOnalS aid N nlOO '1N3Wd1f1O3 O31NnOW n lVafll0na15 aid NWnlO0 LS LL Puo�ONn130 NOJ NVId ONI113O 031031J3a Ol a3J3a l N J I 8�11Nfll 'SNOIltl0Ol ONV S3ZIS OU1036S OOa 4 dl3HS 1 i ZgM JOOI� 4t SV L HOd SSNIMVa0 otln8/NSIS3033S-30N31N3ANOO 03 03 I puooag . aO10tla1NOO HOJ NMOHS S31HOSS30OV ICV -- — ' ONV 1N3Wd1no3 NOINVH03W ONV IVOlalO3l3 •N Z p• L9M I EL��.INn 'Sl.N3W3wnO98.0.9 1 aid ONlddO1S3NIJ H11M 4 'o_3'lInONO0'slonO'SNldld 010311W11 ION 1nB J WOOa 6UTAll SNIOn10N1'SIIVM O31V8 3a1J IV SNO1IV8.3N3d - I1VONf10aVlV3S1ltlHSa010Va1NO0 'f wOOJ pas 1tlO1NVHO3W HLM 31tlNIOHOOO ygM 9 3dA1 ONV SNOLLVA3l3 aOla31N1ltlan1O311H0HV •Z/1 9-.Z Q1M .�•9 .YZ I £D 11Nn Ol a3J3a'O13,SNONHIW'NaOM3Stl0'SNIVINnOJ CC _ - ONINNIaO'SAVI O31NnOVY IIVMIlV lV 0381nO38 tr9M •,a6eJ0{$ - — 03 0= SV WV'38 ONOS'dO 0NIN0Ol9 IVINOZWOH I Z2 SnOnNIJN00301A0ad IIVHSNOlOVaUNOO 'I 1nOdSNMOO EgM E9M Ltl Eo 'SIIVM OnLS aOla3JX3 TV lV N0tl81 On15 / € •S, DOOM HIV3N39 oV391NV1tl3S SnonNIINOO AlddV 'H IVafLLonalS a3d NVInVO y( BI f '3AOSV N030 Oft'JOIS II Ol SnonNLLNOO 39 VHS SIItlM 9NISIW30 031tla m'0 sV �� LAM I tV IMa '031ON 3S3Hl0 SS31Nn 9AO9V ONIWVaJ - a00IJ a0 XO3O JOOH JO W0llO9 011H013H IInJ CF .E E i y[ A9 f n 3atl S11VM OflLS DOOM ONW138-NON'dOl831Nl Iltl 'J O1lvd 313111O1011OO. 'N0110na1SN00 I� I N 8BA1O1$ 1 I 11JJOS ONV 111S'N30V3H ONV S3118IN3SSV p•,O I tO O JOoaOl-1-Tv -IVM-Ol-'dOO1d'NOI1VONnOd �0 UwrItK9OYM'� if a.y0�61 af11Als I k%vul -01-aO0IJ 1tlO1dA uozi siItl13O JO NOUVOOl .vvnx}fn..m ais'6,teie 'HLe4s2T.2o- aOJ SNO11O3S SNIOIIne ONV SNVId NOO1J 339 '3 T 1a'O31ON 3SIMa3Hl0 SS31Nn 49M OLLVd 313a0NOOI 49M IH0I3H IlnJ 3atl StlM UO31Nl 11V-S3n 9W3SSV Itlanl0nalS aid NWnlOO 011tld 3131fON NO110na1SNOO IIVM 1V01dA1 NOJ S3dA111VM 33S "0 1nOdSNMOO 'O31ON 3SIMa3H1O SS3lNn ONIN3d0 HSINIJ O13aV 6d 2•L{ 531113a ON ' I0 •0 d '031ON 3SIMa3H10 SS31Nn .9',9 o.6t .C•.b ' SNIWVaH JO 3OVJ 013atl SNOISN3W10 aOW31141 '9 I. 'O31ON 3SIMa3H1O SS31Nn ONIWVad .Z-.0E •o-'EZ ! O Z-•� dO 3OtlJ 3O1S1no O13aV SNOISN3WIO aOla31X3 'V Et4 LL•O L9 o S310N-MJ3N39 NV d 230013 zLZtl u•Ev { _ n I s ' c £ r f I - r,ellLaiS,00ld puz q Weld aoolj Is l :D u!P!!ne • • {t'zv - L'LLLtl ISNtl L9 z•o co ONV 391 Sad S1N3W3211n03-d U11191SS333V L I 9 3dA1133W IIVHS S11Nn mooi:i lssw iw q-,E `` .9-,Ee L. B .zL 01 ez _ L60Z/9/6 'I a .o-,ZL o ,u PIE w8nionuis __►aLz OL-AL 69M 113d Nwmoo (.�1 Q Ueld J001� U�I�ona}SUO� ( I /- I 1nOdSNM00 pit L FRO1 Y 9tl I 6 .f B ,b UU zory JSOIaO I - -t 3'JIp1..��.p11_-3- Y•O/ LNIOd NdOM b9M 9V V puZ pue }s� Z) buippq aol panssi - — - —i- - I - _ .B — - — - — -, I I an - — - - — - —C p ----------- �__ .4•.9 O t >,u�mcaun.ncN wJar.>aor A8O37i0i11i0 m,yoN 6rwO xdnrL.•ne1,33101ia aooMAld aoold 30va01s .h _- .�+'�"u�'�� Z woutipag L wooJpaB sunnotS loou7rW n10133110131YOUd �, , " �•• � I ; wool pee u Z wooJpag E P 8 ZSo-btoZ :1+3algfL3aONd SWtl3S >X.`�„— 1 OOa9dl3HS — —' t ;y .. �_••• . 03013M/MIANIA133HS IFl H0N738 `\ - OOa4dl3H5 - .0•.b .0'.b NNVId IANIA , -- -! - I '+ °l•• 3'IfIC3iCbS aid MIY14L A O I S9M L UN)Wpae L = x7i. •.' I ! 1 q / -- N i Zn I WOOIOVOa9-13datlo - —1 .. ,•• ...` - ao/e�noatweed? 910mim 9 13NDNOHd t'J t'91l ro •`' - 1 I}bi•�• • •'�A� �a 4Oa9 dl3HS t t Qn 7wuod ugTna CI•nKl l 910UO1t9 9 �+ r - _ No11dLaJS3a 3!vp wlwe a N 7 0� 1 H S i N I� a 0017 >N6 a - -- ; 99M �WH9 9NIONd7 / aoa B dI3Hs Zn ,0..9 L•l uou°npouW lo>Gn ngtn Lo.oo,!nolwuusd uayuw I u! Wa B d13H5 - Ln Ifl y a Y05 - 1 /WW3 nt 1 to /GJU3 l9M OOa 9 d13HS st°xlyW mogO'Jryw wa(oad ftgltq ilG Md'S I u, I ! wS luuoiss jwd,}o luruwwL swanquy ate,-Z I ` N Zn 1 °ul:;\d1Y3YACl 9lOc L4� °J I iq i J 1 I K I .4• I .r-.9 _OL•,L I - 1 591N rQ 'E�',9 B•'E I�I L9M :sl zuimcry stgl, - - a - 91tl01a13N31d I zwpaJyl@ Lln, �_�. f1 O �.11 k O C al LSM L s OT 7 q L9M u _ L wo.44.9 I I L WOOJypC13 I I d3a L f zn VAA 'UO16UIIJd b9M I �zrM Q P1 _ II` ; � 3 LI�n1� — — — ` — —L9M — 3N enuaAy 4ILL WZ0Z ° I Z Wa - �: 00119 d13HS ISM • H -__ _ Y�-� _� lb `S�U2UI�SaAU� — of ,e L9M I OL 9 I fl i I� I I I Ma 11; ywowyle8 I .� d3a p O �'` �..,/ /p�� M •"_I 11 oV• N011V i - j II I + I I - U01buih V (]m 1nodSNMOO O� o I MO wooJyfeg- '1 V J 3SIMa3H10 I I �,L{-� � I I 0�7 0310N SS31Nn'a0Ia31N113SO10 I30Vd On1S 01 IN* QI z U81401DI v LrM I a 30tld 0n1S.Z-,Z 3aV SNOISN3WI0 135010 I OIdu 'n '3SIMa3H10 03ION SS3lNn 0310N SS31Nn L l'9tl L9N hVangr1a15 aid NWnl00 SL'9tl 133HS NO L3dA13atl SNBH011N 11NnNn1V Ir9v 'n 'W2I JOS121 ---•—'--- '351Ma3H10 LL �I a d 133HS NO ze 3dA13atl SWOO'dHIV811Nn 1Vo1dAl 3SMa3H10 ORION SS31Nn I .10P 0 0SI Jpp P0009S LIM 3dA13NV SIVM a01a31N11V01dA1 'S dv sMJVONVIS O LL3JJNn E--� 1! A1II191SS30OV.B 3dAL.133W 11VHS 3 oNV - ( .. 'O'o'V 3dA1 SONIOlIn91V S11Nn a001d 1Sald 'a I woolf SUTA11 Woolf BWIJy-1 t z 'tr-a ONV'E-8'Z�'VB S1INn:SOaVONV1S ONH ddO s ALIII91SS30OV.V3dA1_J33W Ol O3NE)IS30 1 99A�_I 9n >tl3 U3d Nvgna1S 3MV S11Nn 1VI1N301S3a ONIM0110d 3Hl 8 3dA1 L9�. .0•.b =113d aid Nwmoor/ v'S310N ONV SNOISN3WI09�llNn C vas } aOla3lNl aOd SNVId nO3 ON S31 10 a3d3a 'd LV _ 00119 dl3HS t L '1N3Wd1n03 ON 53RJOS5300V - z 031NIlOW-lltlM aOd S11iO13H 0NI1N110W I I N L9M 1V01dA1 HOd t0'9V 133HS Ol a3d3a 'O ' 'S30NVHV310 Jool3puooag wool a _� @ OL3 LNn o a000IV01dA1aOd Z0'9tl 133HSOla3d3a 'N _ ^ - P & { z4M 0 SOSS300V NO NMOHS / ' tV ® ` woolf own 196t Stl'S30NVaV3lO AlIl191SS300tl 11]31N ovq 'W LV V '1N3WdIn03031Nf10W I 1 ,{•.Z E9M v9m 9NIII30 aOd NVId ONI1I30 031031d38 Ol a3d38 'I LnGANMOO t •` "' 'SNOI1V0O1 ONV S3ZIS 01d103dS � .b•.9 �.9 .Z - 9 3dA1 "'•s' aOd SONIMVaO 011na/NOIS3O 33S'30N31N9ANO0 E9M I ro b�LNn I N'� aOl0Va1N00 a0d NMOHS S3I8OSS300V off LV EO i"JM e= Ism ONV 1N3WdIn03 wowvH03W ONV Itl01a10313 'N SeJUI$ _ _ _ _ 'S1NBn3aino3a'O'9'I aid ONIddO1S3a1d HIM "0J3'lInON00'SlOnO'ONIdld 010311WII ION ins ONIOnl0N1'SIIVM 031Va 3ald 1V SNOI1VaJ3N3d O � (wn� _ Ea IV eB S I.Tv oNnONV 1V3S IIVHS aOl0Va1N00 'f ° .b-.E 'IVOINVHO3W HIM 31VNIO8000 9n_ S .9•R A-.91s1 .B-,Z ONV SNOIIVA3I3 NOla3lNl IVan10311HOaV I b9h1 I ;3 -Z9M 0183d38•019'SaOaaIW'NNOM3SVO'SNIVINnOd I l00 011tld 3130NOO 1nOdSNM00 0N1NNR0'SAVIO31NnoWITMmylVO3alnO3a I SV WV38 oN09 a ONINOOIa ltl1NOZR10H0 - - - SnOr1NIlNOO 301AOad IIVHS aOlOVa1N00 'II yJ,�-�k -lam - - - — 'SlltlM On1S a01a31X3 I TV 1V NOtlal on1S DOOM H1V3N39 OV'3a 1NVIVSS SnonN1IN00 A1ddV 'H T1an1Ona1S aid NWnl00 M1A '3AOaV NO30 011tld 313a0N00 1r10dSNM00 149M I Ol SnonNI1N00 38 IIVHS SIIVM ONISIW30 031Va '0 I I I '0310N 3SIMa3H10 SS31Nn 3AOaV ONIWVad .E•.b VOOId aO N030d00a d0 WO110a O11H013H llnd -B-.LL .6•.E .Z•.Zl •Jil 3aV SI1tlM On1S DOOM ONIaV30-NON NOla3lNl TV 'd .b-.f •.t A•.z .0 B6°Z-IOZB6 VM',taian3 °n!�p ma�au!ro{ylsay,glLlNOIl0na1SN00 IH=109 ONV MIS a30V3H ONV S31ISW3SSV •q-,C .OL-,9Z .0-,EZ -Z-.OZ rrvo.uay,G„w.-zbzs'cs�SZb-J 191C65LSZt�a� dOOa-Ol-IIVM'11VM-01-aOOld'NOI1VQNnod L� E+j T 9'O 011tld 313a0N00 Ly -01-a001d IV01dA1 aOd SlIV130 d0 NOIlV00l aOd SNO1109S ONIOIIna 0M/SNVId a001d 33S '3 t tZY '0310N 3SIMa3H10 SS3INn 1HOI3H llnd 3UV STIVM UOla3-LNl IIV'S3119W3SSV NOIlOnalSNOO IIVM IV01dA1 UOd S3dAl llVM 33S 'O '0310N 9SIMa3H10 SS31Nn ONIN3dO HSINU 013NV S31IlBa ONV SMOONIM'Sa000 0NI1V30I SNOISN3WIO 'O '0310N 3SIMa3H10 SS31Nn ONIWVad d030VJ 0138V SNOISN3WI0 aOla3JNl 'a 0 0310N 351Ma3H10 SS31Nn ONIWb21d d0 30Vd 30191nO 013NV SNOISN31NIO a0Ia31X3 'V t S310N IVH3N30 NYId b001A ,I ► E z 1 2 t t b E '3AOSVND3O '1N3WdIno3031Nnon O1 SnOnNI-LNOO 38 TWS SIWM ONISIW3O O31Va 'D U2 JOO V� In 3SIMa3HLO O31ON SS31Nn MNI1190 aOH NVId EM113D 03103IAH Ol a3d3a 'l '031ON 3SMW3R0"31Nf13AOSV�JNIWVad Id �� Pic PI a �' L4M 3du 3atl sTltlM ao1a31N1 TVO1dA1 's SNOIIVOOI ONV SMIS DIH1O3dS aOOId aO X030 dO0a HO WO11O9 O11HM13H llnH OOOMAId aOOld 3MVaOlS 'SOatlONVI& 8Od SMNIMVaO OIInSINMIS30 33S 3ON31N3ANOO 3aV SIIVM❑n1S DOOM MNIaV3B-NON aOla3JNl lltl 'd u11191SS3OOV.93d"133W llVHS 3 ONV 801OVa1NOD aOd NMOHS S31'dOSS300V 'NOILDMUSNOO 'O'D'V3dA-LSE) 'a ONV1N3WdInO3 IVOINVH03W ONV 1V01aI3313 'N 1Idd0S ONV ll1S'a30'd3H ONV SBIISV43SSV ,"aNVE) 'Z-9'L-9 S11Nn:sawn tl1S S1N3W3a1no3a 091 a3d MNIddO1S3'd H HIM doON-01-TIVM'IItlM-01-U001H'NOI1VONnOd AlIl191S53DDtl.V 3dAL 133W 01 O3NDIS3O 'o.3'11nONO0'SIon0'MNIdId O10911WIl ION ins -01-8OOld lV01dA1 aOd Slltl130 dONO11V'0Ol SWV35 3MV S11Nn-MINMIS3a MNIMO-11oH 3H1 'O SNIOMON1�SIIVM 031Va 3U H IV SNOIIV813N3d NOd SNOMO3S Miming OMJ SNtlld aOOIH 33S '3 03OI3M/MIANIA133HS 'S31ON ONV SNOISN3WI0 IIVONnobviv3SlNHSaO1Otla1NOO 'f "031ON 3SIMa3H1O S53lNn J .9 MOIN31N18Od SNb'1d 11Nn ivowl O1 ulm 'd SMNIM"OItlOINtlH03W IHOMTna 3ov Sll►'M aGa31M TV'S31'IWY3SSV L 60Z/9/6 UOI}.7 nJ}SUO� ' 351Ma3H1O -1N3Wd1f1O3 ONtl S31UO553DOtl ONV SNOI1tlA3l3 aOla31Nl ltlan1ONVH0atl NOLLOf{a1SNOD T7VMTVO1dA1 aOH S3dA1 TtlM 33S '0 031ON SS31Nn'aOla31Nl 13SOlo ltl 3otlH 0n1S Ol oaLNnowT1VM aOH S1HEAH MNI1Nn0W O1 a3H3a'OJ3'SaOaaIW NaOM35VD '031ON 3SIMa3H1O SMNn DNIN3dO iMNId O13atl NNVId IANIA 3oVd On1S.Z-.Z 3aV SNO1SN3W1O 13SOM-IVDIdAL 'A WDIdAlaOd MV133HS0183338 '0 'SNItl1Nnw MNIANOf0'SAtlI 031NnoiN lItlM IIV ltl 5311138 ONV SMOONIM'SaOOO ONiltlOOl 9NOISN-J"1❑ '0 JO} panSSl '3SIMa3H-LO O31ON MINA "S3ONVHV31O O3a1nb3a SV Wtl39 ONOS aO ONIHD0l9 IVMZI'dOH O ION 3SM040 SS3'LNn Ueld 1� SL'9tl 133HS NOL3S Ma�1o031ON 11Nn oiiAi "n a000lVDIdAlaOd SONMMM NO OHS N SlvmanO1S'dO1a31X3 i-ry IV movdi Onis 1 MN1WVaHH 03iON 3SIM3HNO1 SS3l1Na MNIWVaH- S loo�� pad 6uip�in8 wo isv WOOIOVOa9-.3daVO L3BHSNOZG3dA13aVSWO0aH1tl61INnT101dU '1 SV'S3DNVUV'3lDAL111G1SS3D0VIIVAHIa3A A UOOMH1V3N39Otl361NVW3SSnonNI1NOD lddV H dO3DVd301S1nOO13atlSNOISN3W1DaO1a31X3 V V S310N 1HN3J N OMA GN393I HSINI� 2100u 9' L� L � 2i3 91•D I .B-dL I .B-,ZL I .Ol-OL I A•,Et A•£1 .01-.01 I .9-,ZL I .9 �' I f Zt ZV 49M 4 lVd Nv n oo a�_ctuevuuteN I :NfV1dVD Hof lv8nionaIS I .9-.E Al`A I 1 O I I aid NWnlO0 1 =A9 O3X]SHO I aid NWnl00-� 49M O �/'/` t E9M .Ol-.b .6•.E , a+eMH OraO :1pOtlNYIY,LT31OMd _ _ - - - wonelS1-N-6Y 1iO.lJi1N1O.C17fONd I L - ": - :A9O3AOM.Idt� V•O - }" - - - I - - iO _ R ZSO-bLOZ �3:A9GRA 1bidV O E9M .0•rL t� -� 31nO3N�S 1L3d aNi6 1 Z wool p,.q I t woolpas L w0OJP68 z WOOJPOG C9M I "M auoninea Nwledl 9107J0LIP P ow _ al >= 3TnO3HO77.1VIS Iw14d Itg L>ooaal 910Z/019 S H I f-OOa 9 dl3HS ^>, 1 t 1 NOLLdiaDS3O 31tl0 510 I 3 t t� I _ .0•.4 uouonpmdai jo asn mylo hue i J no`ssryuad uau,,.. wowpas 9n . s,laan4yV u!O4O'Aryo laafad snpuo osnloj'{ R ® 't'•'4 •1 1 O P- ? __- aauvaSIcuotss3mdvvmrutUJ s 1_1w.1{�ayL'z - 'auI'NVIY'3AO910Z D'1 E9M y :s1`u!Meip snu .5•.r 1 t %� .. ` --I - I •� I\ 1 IWypO I --- 8 a i t a r ,i, <� aYP3HS OOa4�NS Zn (IOUE H13H5 __ \ .,im lC9tl i{'9V. (�� _-- 'a- .:'�."". ONI t II dd0 99M _ �J 03 03 LI ALS �j 'N5 I 1 03 03 It'9tl m �� \- •�- 1 - TCS �i• NMIN I 50Oa Y973HS 59M OIM 1, VAA tuOlbullJ�/ OIM 3 '19s l n ® - zn ,4u3/ 3N anuany 4ILL ZOZ .0.z R L 6L _ t9M� oI•z I —In —r�i �•6•L — Z� — _ 59M >"—Z P9M z9M 60 - - - I t I �.-. L9M 19AL _ - - -- - . LSIuaua}Sanui Ltn OOa9dl3HS Ln NOfw a00I I ,Qo� i I NMnV Q OOa SHl3HS Zln 1 u016ullay aM tiiD3 - l womyfes L woOlgles I .9t•z ! L 1 _ Z9M - ml °1-s aI z OIM I E9M - - 0ON Y H13HS 1 µ 2�0� a6elo�g 14 zn ` I ooa9dT3Hs 3 9-.E /CJtu3 tr . n - H WOQJ4WB u'— Ln 33a p O O O i II I 1 d3N O esM z woOM1418 NMnv .6•.e l9M ZwooJytes uayoltH uayO 9 i _.; � i �•sElzt•zv rig l V .B'.E i '�Y 1: UOLID ONHd.D `9I I I 1SIi _ _ t �F MO i j M0 , T- ` l�L� MO 1 :1 M`O - I s•9 '--C - ..4•.9 woub aul/yl DI CfFl ; 1�ilt- - •-•--- --- IP9V 6HIA11 ovk" -\I I Z-9� ►Z"BV Z9M T^ e 9LO J.INf1 vanlDnaLs aid NWmoo rns ——— { — rlls yyM�ILS a3a NWn wD �- r t{tv_ t iwooZl fiulnll woo u Bu I n t zsnn SLD 11Nf1 4LO JJNn rnet� L9M �• n'- ltl - O E9M t9M - /4M EO b9M ttl K 1.._J .e•.e winionais I.>-.� Q 9tl III Ir EO ttl - a6elol5` a6el Olg tV E9M EO t9M. - A•.E .41E L-S .Z-rZ O C9Nt I9M <tIN2.10.'aa Y.N'IMw9 +µto ual,l auttai\tYNalfl .7 .4•.E /P1 8f1) mrugyntua. ciLa•gcZ,r:aJ Init-Kcrxl+W 1a Vd3ad ;y ebL�Ojg .9•.E .Ol-S N N, r a k aaid 2H A=1V i8eJ0$ 0 X381_N030 MNII2BlV13W 031V0 - - — V - ltlanl0nal5aid NWnlOO I �J O !1 lVanlDnalS aid 49M I �M MNllltla 113W J a__3d NWnaO0 MNIWb21H/M 03AOaddV I I O31b'Dla9tld3ad I a0 X3a1-N030 I to .b-AL .B-.LL .6-£ .Z•.Lt .E•.4 .E•.4 .Z-.Zt .6-.E A-rll .t•.Ll .0•.S • .0-EZ .Z-.OZ ltlafllonalSa3d -Z-A1Z \ .0-�EZ I 0 \ MNIIIVd T/13W 4 h0 DNIWVad/MO3AOaddV OMNIINa ltl13W 3Lv31a9tld3ad..--_11 P•D lL'6V tl�j E J O O31VOWEIVd3ad 8 0 X3a1-XD3O t Zl2tl I S f I f 3noevMo3a '1N3WdlnD3 O31NnoW of SnonNI1NO339-nVHS SllVM 9NMIW3O O31tla 'Z)3SIMa3H1O O31ON SS3lNn ONIl133 aOd NtlId ONIl133 OML031A3a Ol a3d3a -'l O3-LON 3SIMa3H1O SS3lNn 3AOSV SNIWVIH Z6 5ulplin8 of sg!lddV Uald J00I=1 lln8 pjC 0 ip L4M 3dA13'dV SIIVM aOla3lNI 1V0IdA1 'S 'SNOLLV3O1 ONV 93ZIS 0Ij133dS NOO1j 110 U030 jO0a j0 WOJ1Oe 011H013H llnj . . OOOMAId aOOlj 3OVaO15 'SOaVONV1S 8Oj SONIMVaO cline/NDIS3O 33S•33N3IN3ANO3 38V STivm On18 DOOM 9NINV3e-NON aOla31NI 11V 'A _ Al1llGlSS3O0V•,e 9d1.1„133W IIVHS 3 ONV aOlOtla1NOO aOj NMOHS S31HOSS300V 'NO113na15NOO '0'O'V 3dA1 SONIOIIne IV SAW'do 1Salj -a ONV JNWMIMM W31NVH33W ONV WDIILLO313 'M lldjOS ONV IIIS•a3Utl3H ONV S31leW3SSV -$-a ONV'E-e'Z-e'L-e SIM:SOHVONV15 'S1N3W3alnO3a-O'9 l aid ONlddO-LSBHlj HIM joOa-o1-lT/M'Tlb'M-ol-aOolj'NOI1VONnOd SWd3S AlIIIeISS333V.�V 3dAL�133W Ol O3NOIS3c "O13•11nONO3'S1Ona'DNldld Ol(r L IWII ION 1nB -O-L-HOOIj 1VOldA1 HOj SllV13O j0 NOLLVOO1 - 03013M/M lAN1A 133HS 38V S11Nn lVI1NS31ON ONV SNOISN3W O ONIOnIN;SV ONMOHV lV3S IIVHS NOMH IV 11oVa1NOO '( aOj SNOIlO3S ONIOlO ON 351M 3H10 SS3lNn 3 7 • LWZ/94 aOla3lNlaOjSNVldllNnlNVIS OSS900V d SONINIIV8VRMIHO3W NOLLoniLSNO3tlSlltlMaO,tMO S3dAI-nVM33S 3SIMa3H1O '1N3WdIRO3(NV S31aOSS3Ootl (NV SNOLLtln313 aOla3Wl ltlan13311HOM/ NOLL3na1SNO3lNM lVOIdAl aOi S3dAl lltlM 33S 'O O31ON SS3lNn•aOla3INl 13SO1O 1V 3OVJ OMS Ol O3INROW-IIVM aOj S.LHO13H ONUNnoW Ola3j3a'3J3•SmOaalW'NNOM3SVo ZION 3SIMa3H1O SS3lNn ONIN3dO HSINW 013aV uoljoni}Suoo NNVId IANIA ® 3OVj Orus.Z-.Z 3aV SNOISN3WIO 13SO1O 1VOWU 'A IVOIdAl 8O=1 W9V 133HS Ol a3j3a SNIV1Nnoj ONINNIHc'SAvi aamnOW lIVM IN IV S3Ll3U UNV SMOONIM-SMO0O ONIIVDOI SNOISNMWIO '0 �`u�M�aQ a��a�W U�Id �O}panSSl -3ST13H1O O9ION SS3lNn 'S33NVaV3l3 O3aIRD3a SVWtl39ONOeaOONIN3OIBN3VIdiNOH 'O31OSNOIMa3H1OSS3lNn IJ V V � ® SL'9V 133HS NO L 3dAl 3atl SN3HO11N llNn IVOIdA1 'n aOOO Ib'31dA-L aOj ZO'9tl 133HS Ol a3j3a 'N SRORNI1NO3 30IA0ad TNHS aOlOValNOO '1 ONIWVaj jO 33tlj O13atl SNOISN3WI0 a0Ia31Nl '9 oo ISV MM13H1O O31ON SS3lNn L V 'SONIMVaO NO NMOHS 'S1lVM On1SaoR131X311tllVMOVNl cn1S 'O31ON 3SIMa3MO ssmw ONIWtlad aQQI� p,�' �U�plln8 WOOIOVOae-13d8VO 133HSNOZe3dAla8vSWOOaH1VSllNnlvoldAl '1 SV'S3ONVdV9l0AllllelSS3O0V11VAAMA -W OOOMH-LV3N3eOV38lNVIV3SSnonNLLNO3Alddtl 'H jO3OVj3OISlnOOLMVSNOISNMIOaOIIMX3 •tl V S310N-1` BN35 NVId 2100�d GN393-1 HSINI=l �IOOIJ I s.0 AhU oL.oL .o-.eL o-.eL oL,aL azt V9M 49M Zt-LV OpOtee veHteN I :NIVJ,dVO IIO: ltlanlOnalS C .OL-•4 .B•.E ltlanl3nmis AAO3_i33}ll aid NWnIOO O 8•M t �►•An�l O b9Mi aid NWnlO3 - 9V .6-.E .OL-•4 '�T' fn.PH b-oO 'M3OVNV1Y LJ3lO9d E'M' m ws~41 -•aO133a10 133f0Md .i9 __ _ - _- ___ _ 4 tl•3 iSG'atoz "M3nKn�la]roXdCg I N I C Z wowpas L wowpas L wowpasZ wooJpaB I bsM 37HOSaaealtlls 09 O3 99MBtomwe 9 ' Lewd WOMB P-M4. 910M19 S 3lnO3HO8 aid MiV1S OOa 8 dl3HS ^' OOa 4 jl3HS NOildIaOS3O 31tl0 )PJM I R I • wowpaB 03 �3 .0••4 _ .P.t •3 03— .OL-.6 AL-•9 - l uonm ida��oa nq,.A-col..mluuad um— �. y �- wowpas metgo�6rya hafmd sryI ua asn iog.f a• ' m ( I .Z-.4 i .Z-9 I I ?F •w-SIcuuinaJ.Jp lu—ltul s,wanq�V - 'aullx'VW3JLlc9[OZtg8u6d.3.I 'sl W.—P SltN, .9-.b I•, i m .in �e 1'.! ` u' INM B O q 1 - JOa 4 d 1S S OOa F�1l3H I`� e Zn a `aV OOa 8 dl3HS DIM Lrsv trsv ��D3M t 99An MIS 03 03 _ _i �___ 03 Oar ' If i J .LR Ln "s ClaFn y NOnv— _.-._ L. -. -at fOu3 N9ntl 'to LL•9V 4ddo p DIM UO6U1 I DIM :99M CF d ~� N3U3 m yam, zni yM I `d `� AL z y9 t s9M ) s9M 99M ^t to .m-'z L9M 90 3N anuany ujLL 60ZOZ zn I I— § WA I LSM I un I 4 I zn I lb' to 'J',•, •`sI ua uI•s anu•l - - I 1 N --- il Zt Nonv (ol I ozn j 13Hs -; q �u3 cbx wooJ3B8 ooJ43e9 oz I te a-6_ -J- o3SU015ullaV QAA O E9M m ,al z9 zn I DM at•z oL s f a s jI3Hs�0� 8 8j @ ttn to oy N3u3 E lwooJy1eg CID - - I w0le8 0LL Gd I - m — A - EM 0.9 OI Q - --- I Q o 'j38 00 Zwmme - 'f Z W00ARe8 / I E zrztl -- •0-.6 ` I I U043*1 uayo31�{ i I i t9M N911v Nonv J .e'•e t•t 9V � I I Z l O uayogN z .�-_..-- li ——• i MO MO i I —.—.�.— I - MO ma woos 6UTAI-1 , � A � £LD 11Nn a �•--• •—•—•— — — — — —• :tar - Z ONH y �•- -•---•— Z9M WIS I 4C9tl i 29A5 bt 9V OM WIS / 6U1 — y rvIsI `lvanl3nals aid Nwmoo 9LD lINf3 • w1s L� u•n bt oNH ddo - —mnl3nals a3e Nwmo3 - —— - y WK woob GUTA1-j wooa 6uIn1� Z9M- 'z9M II 4LD llNn SLDLNn CF ►BM LV —� LV IM I EO /9AJ l` C .am L9M �( ` CF .9-.E .9-5 .tt C•Z • — 9tl 9y _ a6elo3g a6eJo3S E9M LV EO •Y•E _ �--� lVanl3nalS •E•.E l9M I EO � O � _:9N. /•M frg2•IWJfYM'IwMi ANiI+MA- "kit f "Mt/1 aid ON9YVaj B( 9 ^t•- - J)t-S - .9 E E _ /M O3nOaddV y .OL-.S .9.2 'l e6eJO3SI \ ONIIItla ltll3W wvsiw+fh• :�zi'69xYar�f•Iflc'aszt[►7H a0 X3al-NO3O I 86BJO3119M 1 b D9M•— SI"y d' \ O31t101aBtlj3ad 73 49M 1Vafll.OnalS aid NWnlO3 ltlanl3nalS ONIIIVa rIV13W b9M - 9NINVEna1Sa3d 9NIWtl21j/M O3nOaddtl a3d NV4moo 031V311f.3VANd —a0 X3H1-MO3O - ,o—S - .t-U .B•.tt .6•.E .Z-.0 .E-.4 .E-.4 .Z-�ZL .6-.E .9-.LL .�.LL • Jhcz 'Z-"Z —n-nalS aid ..Z-.OZ I PEZ f^ ONlllVa 1V13W ONIWVaj/M 03AOaddV b ONIl.ltll3W `V) tl0 tt g•p O31VO1aetlj38d aO X381-M030 C3 O31VDlaetlj3ad t Zi-LV f � f z 1 s 9 '3AOBtl N030 SNOIlY00l lltlManOH LaOdLL0533S -O-.L=.Wt "1N3Wdino3031Nf10W O1 SnOnNI.LN0038YtYHSSTWM SNIS0V3003iYa 'O - 49M 1V01 HA 10 n3ll NI MS ue J�00 J 77$ u�R n�•f 3SWW3HL0 03LON ssmm 9Nnao'dw Ntlld milla0 031031d3a Ol a3d3a -I '0310N 3SM13H10 ss3lNn 3A08V ONMV'dJ . E9M 1V01dA1 d0 n311 NI S99M9M pOOMAId a001d 39tla015 Id u i , Q f"f� 8 L4M 3dAL 3w 511VM aOla3lNl 1tl01dA1 "S "SNOI1tlOOl ONtl S3ZIS OId103dS a001d a0 NO3O dOOa d0 W01108 O11H913H llnd ' . -Al1W355tl 'SOHVONtl1S aOd S9NIMVaO 011nelN91S30 33S'3ON3IN3ANOO 3aV Sl1tlM On15 DOOM ON18V38-NON aOl naLS OO 'd anOH L 301AOad'4 9NI011nB NO'031VOIONI SIItlM LY ALllI81SS300V.8 3dA_133W lltlHS 3 ONV a010Va1N00 MOd NMOHS S3RIOSS300tl NV S3J78WMSV 'O'OV 3dAL SONIOIIne lY S11N0 a°°ld lsald 'a ONtl1N3WdinO3lVOINVH03WONVIV0la10313 'N 11ad0S ONY Il15'a30Y3H ONV$3L18W36SV '"ONV'E-e•Z-8'L-8 S11Nn 80aY°Ntl15 's_m3W3a m)3a1 O'8'I aid 9NlddO_LS3ald H1IM dOOa-Ol-INM'IIYM•Ol•a001d'NOIlVaNnOd SV4V3S A01181SS303Y.V 3dA_l33W 0103N9IS30 '"OJ3*.unONO3'S10n0'9Nldld Ol 030WIl IONlne •Ola001d'W01dA11106 SIWl30l0 NOtLV=l _ VL6WISNV 03013MIMIANIAJ33HS 3HVSIM-TVI1N301S3a9NIMO-nOd3H1 "0 Mumom'SllwC13LVII3VIAIVSNOMVUl3N3d aOJSNOIl03S9NI0lIn80NVSNVlda00Id33S '3 _ ,• ONV 381213d S.LN3W3minD3a All"1181SS333V 's31oN ONdAi 0ISN3WIo lltlONn0aYISuNIMHS 1VOINVH03h f 0310N 3SIMVSH'l S531Nn 8 3dA1133W�IVHS S1INn 21001d 1Sald TI'✓ - aOla3lNl aOd SNVId llNn 1V01dA1 Ol a3d3a 'd 'S9NIMYaU IVOINtlHO3W 1H013H IIn! :)J SM W:) U HO:S3 A.L'I M 33S 3SIMa3H10 '1N3Wdln03 ONV S3rdOSS300tl Ssv °Ntl SNOIltl/t3l3 aOla3lAll ltlafLL0311HOaV UaLON 3SVM3 LOS I'M ONI03OHSIN lYM 33S '0 1 ^^ NNVldUNIA 0310NSS3lNn'aOla31NI13SOlOXV30vianlSOl 031NnOW-TTVMHOdS1HUGH9NI1Nnon Ola3d3a'013'Sa0aaIW'AMOM3SY0 'O310N3SVrW3N10SS31Nr19MN3d0HSINlaOL3atl L60Z/9/l i J P I 30V=IarLS.Z-,Z3aVSNOISN3Wl°13SOIDIVOldAl 'A IVOIdALMOdLO'9V133HSOla3d3a "0 'SNIY1NnOdSNINNIaO'SAVl031NnOWllvmlN1Y S31MOWSMOONNA*SW°00ONLLYWISNOLSN3W10 UOI onJ SUO a0 anSS 3SIMa3H10 O310N SS3lNn 'S3ONVHV310 03a1n03a SV WY38 ON08 a09NIN0018 WINOZWOH 631oN m&%u3N1O SSTwn J �j [l �oo I�� SL'9V 133HS NO L 3dAl 3HV SN3HOMM ANn lYOldu 'n a00O NOIdAl aodzo'9Y 133NS Ol a3i3a 'N Sf100NI1N003OIAOad IIYHS aOl0Ya1N00 'I 9NIWtlad d03OVd 0138tl SNOISN3lN ONINVIdO Nl '8 U p'Id a00I� }`S�, Q "'ulplln8 '3SIMa3H100310N SS3lNn LL9V '80MMVV0 NO NMOHS -Slivm On13aOla31X3 lltl lYNOtla1 On15 •0inooiI IVSN0S53YIO SNlWtlad WOOIOVOa9-13daVO ® 133HS NO Z83dA13HV SWOOaH1Y81INn ivow1 a SY'S30NVaV3l0 ALll18Is5300V JW Adla3A W DOOM H1V3N38 OV381NviV35 SnOnNl.NO0 AlddV 'H d0 30Vd 301S1n0 013aY SNOISN3WI0 aOla31X3 Y Y -1NWmoo (1•0 d ��) O 331ON 1VZ13N3J d L�OO d � 1O I aN3J�� HSINI� �IOOI� -ltlan10na1S s-0 c-0 �JJ L r--wniomms a3a mmoa _MOdSNM00 • 2• a At ELZtl I •9-.ZL .0-.OL 49M 2•.11 .9•St -0'Z e .zL I - � � 5-.l .0-,LL .9-,Ol ynOdSNM00 •5•b 1 I f9JM1 -•C 9Y .4•.E aiPeLCg unu:oN �\IY1dYO 80f � �� do 1 _ __ - - - - - — "Ae 0a)f031U /� 1'>� ] r�_ - - - - - - I - - - `� Y'O�4— - - - , - -.9•�0- - /mod/1 ,nyoH law0 'a30YNVS\.I.J3[oaa �/� I - � E9M� 1110dSSNAM100 1 � - - .i f9M 49M sa.nelS toou�,w I llOLO3l C[3A0f0ad ------ t I 8-02-0 SOIa9 u ------- -- --- 1 =.\e Q3AOMdd1' 1NIOd NiIOM - i y 03 gy I 03 I JlIOd6NM00 Z90-w :a3mw)x'1J3fOad C9M v9 1M ! I i .9•X O +�" inoesNAw°T £woolpag - - Z woapag - - - — - 9 1 Y 'NM yrl ' tuon,wa:wmdl 9tOZlOIR 9 I CB z up=pn E UMJPag '��l1,,vv,,....... N7N31) '1�`:��•••• � HON39 f` - - - —� �woolpeg ssM mwa.r OPne Pont"l •102l01A 9 I _ 1 Gila' i I Z wooJpag i i -----.M I r ' i .0'�4 .0-.4 NOLUMUS30 31V0 1faVW 59M .0•.4 .0-.4 i' ...... 104.........': If Ln t L t • Y I __ i t •......'rlri a 1I ......bra' IIn11a11P01a>l W>nn LMIM Am]o)1101ft11u+d u..pur. • Ln �' �� 'i�" ; a I 3•ala3Na5 aid arols - _J Zn sp»nytr mnt19f1'puo uafoadtl-d Ua lol E W'a ( '�„'------�..+� OOa9dl3HS i�Y........4.; _ elv- �pjtq..vis .._...uwSleuo,ssaoldwP-.t.w. > mLL..4 Z I � 3'7n03N3s aid tlW -woolpag l I f'........- - _. 3H,t .�r. .r WIE 5n �"" � sl 5mmcry sryl, _ S9M *. _ .• Bdl3H5 ill's/ Zn I .. ___ - • 8.. c I r o0w Td13L6 y °Oa9dDHS �u 3 I I Zn z.. 1 l d 9NOHd .B•'4 — FM 3 3AOSV SNIONY7 _ y ( ' _ 3AOBV 9N10NY'1 - 1 l ._ ._ — — — 1 9L._. .01•.S .01-Z I mil C� N zn zn �� b �' Ln wooJ43e8 s I � lln , 9�M � i 99M 99M f'B•.Z i yM 'u0j6ullad N _ 9•.z ^ �_. 3N anuany 43LL 60ZOZ u - - i - g- - :� - m.L - - - --- - --- to i IV Nt9-s LrEs-.E i O- - -'' I Z wooayl¢8 I d3a rrW.I� ti � .. to I ly un� z9M � � - - - s-O � I `s�uaw�sanul I AIM LwOOJy)e8 ! l9M _ �/ 3 I O _ O O ' S, ? Lt'9Y t9M ( - s d13H� d3a _ O O - �` n>s I uayo�IH UOIC)UIIJV QM 9 I W J e zn I L I ( — g q I E I zwooJy)eg t I L yi 8 ! K I Iz - 4 00M '4AM I p ft uaya3N MO L W ZYMLL Vv tY4 rw i zn i .E-.E1 9 •e • MPI I MW —$4L, A'.S .OL-.9 I ( MO •L B .r __-__.- I ua o I I ll _ ____� `• ---- - 1 riS _.-. A•1 I `2n,1 .0-4 4 Z .0-.1 97 I MO . -lVanlOnalS a3d NWmoo ( r`� ri'w — o0a 9 dDHS tt M*+i 45 rF11 II 1 aJos /1 t / • z s z m-,L ELZY Q rl'9Y ONH dd0 / - Z9M, L i Z CtZV e 59M. wooa 6ulArl rds I, z } nr q DNA 9Y °wdao - / ---- wooer 6 _ _ — _ _ m z rffi ooa>r:aHS °NHS Z9M ��.' y 8 3dh L 44 LNn - 601[Nn I ►ctro L•£lf. I - .01•Z - z rt9lly LV -M-r /Wool]6u1n1 1 wooa BUIn11 lYdn.Lonals aid Nnmoo nOdSNnWo J I -I rlll_ ' k f L�M� tn,' �`l 8 3dAl ( ZU 11Nn woaPaB . Wowp" •zyM 1 .t•Zi� .E-Al 1 7j L9M __ CO O C9M (� n a6eL° c •. sn r AI s .0-.ZL a w O �� A o-i o3 3.l•.z SeJ01S t `• en, L E9M NM00 OUV4 313K3N0O t9M j V 44W rVYV •0.•9 J, S o I m �— muay,fPmnm, zozscsz•sz>l tsrrssz•szt>. I I IpI .9.3 7 A•m .0 2• NY.00 III !9M I ltlanlOnalS Qb NMOO I 3 r -3In03HOS aid WY1S \�a3d NWnl00 lYan10na1S aid NWnl00 J I NMOO ELZtl � .0 .4 .0•.S 011tld 313a0NOO I 31na3HOs a3d alVls TVaf1110na1S aid N1WIIOO OLLYd 313aON0O—Lt= \ 31n03H05 aid aIV1S �' `\\\ 0-.1 .0-.S 0•.9 1nOdSNM00 �- `OUYd 3L3a0NOO t y 0•.t .0 i .E".Z L .9'.EZ 0 • 1Z 1JlOawwv.vv.— 3lnMHOS a3d arols , zL'EY .0-,9z ltlaruonus e..CZ .8-ZC aid NWnl00 lvanlorlaLs aid NYM100 C-0 L S-0 t-0 L-0 t S � f r c '3AO9tl N030 SNOILVOOI 1lVM anOH L 803 L'L OS 336 OOOMAld a00I3 3OVaO1S •0-.1.=A/L 'lN3Wdln03 031NnOW Ol SnonNUN00 99 MVHS SIIVM E)NISIW30 031VN 'O - 69M1V31dA13On3IINI99M }, U�^Ifl (J $e7� U2 BOO S UIf1 Inc? 3SIMa3H10 O310N ss3INn ONnI33 aOd NVld ON1113303103133a 01 a333a "I '0310N 3SIMa3H10 SS3lNn 3AOBV ONIWVad . ' E9M 1V01dA130 n311 NI S9M V 4 P�. 8 I V ld I�I Q PI. 8 LbM 3dA1 3UV SIl1/M HOla3.LNl IVOIdA-L -S 'SNOLLVOOI ONV S3ZIS 3131O3dS a0013 a0>1030 3OOa JO WO11OB 011H313H Ilnd - 'A19W3SSV "SONVONV1S a03 SONIMVHa aIInBMO153033S 3ON3IN3ANOO 3aV SIIVM On15 DOOM ONIaV3B-NON ilonN S OD 'd anOH L301AOad'r ON1011n9 NO'03LV310NI Sl1VM 1V S1tV3S I 1 ALIIBISSBOOV•B 3dAL133W ll.S30NV a010VUN03 a03 NMOHS S31NOSSBOOV "N0113na15NO3 • 310N 3dA1llVM 03O13M/M IANIA 133HS V4 11 'O'O'V 3dAl SONIOIInB 1V 511Nn a00131Sa13 "a ONV 1N3WdIn03 IVO1NVH33W ONV IV01810913 'N 113dOS ONtl IIIS'a30V3H ONV 53119W355tl '"ONV'E-9'Z-B'VG SIM:SOaVONV1S 'S1N3W3a1n03a'3'B l aid ONlddO1S3a13 HAM 300a-Ol-IIVM'7VM-Ol-a0O13'NOI1VONn03 ALII9ISS303V.V 3dAL 133W Ol 03NOI530 "013'JJnONO0'S13nO'ONldld 01031IN1111ON 1nB -01-a00Id 1V0ldA1 a03 SllV130 30 NOUVOOl VLG W ISNV 3UV SANn-iv"3Ols3a ONIM01103 3H1 '0 ONIOMON1'SIIVM 03LVU 3a131V SN011tla13N3d a03 SNO1103S EINIOIMB ONV SNYld a0013 93S '3 = aNtl�91213d S1N3W3211n03a AlIlIBISS3a3tl NNVId IANIA 'S31ON ONV SNOISN3w10 IIV ONnoNv iv3s llVH3ao10Va1NO0 'n '03ION 3SIMa3H10 SS3lNn Y 63dASIN3WllN9W9Mi z)3Nju31Sal3lltl a01a31NIa03SNVldllNnlV31dA101a333a 'd 'SONIMVaOIVOINVH03W A,O13H11n33aVSIIVMHOINKNlllV'S3llBW3SSV 3SIMa3H10 '1N3Wdlno3 0NV S31HOSSSOOV ONV SNOLLVA3l3 UOla31NI WdI11031IHONV N0113n81SN03 IIVM IVOldAL aOd S3dAl llVM 33S -0 [� f 0310N SS3lNn'a01831N113smo lV 3oV3 On1S Ol 031Nnov#-mtlMa03 S1H013H ONUNnow 01 a3d3a'313'Sa0aa1W'NaOM9SV0 '0310N 39IMa3H10 SS3lNn ONIN3dO HSINI3 0138V BU�M�JQ JO�J�W L�OZI7IY UOI�OIIJ}SUO�JO;p2nSSI - 30VJanis.Z-,Z3WSNOISN3WI013SOI0IVOIdA1 'A IVOIdAlaOAMV13EIHS01a333a 'O 'SNIV1Nn03ONINNIHO'SA"O31NnOWlIVMIIVlV S311138 ONV SMOONIM'Sa000ONI1V00ISNOISN3W10 •0 Y V I ss l W0010VONG-13dNV0 ® '3SIMa9H10 C1310N SS3lNn •S33NVEIV313 03M03a SV WV3S ONOB a0 ONIN30IB T/1NOZIUGH '031ON 3SIMa3H10 SS3lNn [] 6OO L7V SL"9tl 133HS NOL3dA13aV SN3H311N 11Nn lV3IdA1 "n NOOU WO1dAL a03 Z0"9V 133HS O1 a333a 'N snonNI1NOO 301AONd llVHS a013Va1NO3 "I ONIWVa33033tl3013HVSNOISN3W10a01a31N1 'B u�ld �OOI� }S�, Q 6UIPI'nO - 3SIMa3H10031ON SS3lNn LL"9V "SONIMVHO NO NMOHS "SIIVM an1S a01a31X3 liv lV Novdi Onis -0310N 3SIMa3Hl0 SS3lNn ONIWVad aN 3 J 3�AHSIN�. 00�� 133HS NO ZS 3dA-L BNV SW00'dH1V9 ANn IV3ldAL -1 SV'S33NVSV-913 A11IIBISS300V TIV AJR13A •W OOOM H1V3N9G OV39lNVlV3S snonNI1NOO AlddV 'H 30 33tl3 301S1no 013aV SNOISN3WIO HOla31X3dSMON 1V213N3J NVId N001d Z9L a �'b-a ltlan13na1S aid NWm03 EblnodsNMoo lvanionals aid Nnnlo3 .o-.9oL.e-,zl .v-,et .0•zL.1IIM09 ueyleN NIV1dV390f P-.E 9V .9-rE IiE I El Ztl i do 'g'B .r 1nOdSNM00"9-Al R .0-.LL •gL O -A903)LJ3H� I 0. •9••b m•/oNb3OVNVW L03f0Ud «. ... ......... .. I i �/ ISGIND pu MS"40IW U0103U10103,OUd 49M FF 69M NOdSNM00 -__ -_-- �__ -- _--- I£8M O I B-02U NUOM AB 03AOU"Y «••••.•«•••• I1JI NaOM L80•btOZ :X901CnN 03fON,l 03 1 9V 03 ••• � 1nOdSNM00 I r .................. _..��.�.......... ' r � .s-.e ClMM1 JnOdSNMN E9M 9V ' r j Z woolpa8 g woolpa8 t I sv 1, B-0 iN== i arm ;'LLr__• n' 1 _____= ppr Ewoolpag ZwooJpaB ee sua9noa UULOdI BIOLIO/A 8 HON3B Af�•••••• r +n' - 38 r p�'1 pwad twlppn9 p9mli MUM* S it woOJ o L r �, '~ NOfldPJ3S30 31VO xwn 99M ;WOOJP08 .,tr.b- �tr,b I I Z P B 9oM ' I I .0-.b .0'.b .M� N (!11 . it ........ r'M 31n03HOSM mMnl ,. uonanpoid��o asn iayro,Cuc aol uo,ss!uuada uo L L3 LL BV ddG ••• .. _•••-•••••• ! I ' 89llll irnl• I OOiJ4 dl3HS i r r •,i _ ua i staai-M1e�90.11on 1.1 Zn Ln .. p 3ln 81N1' — 1 Zn ZIl m aa�NaS leuo sSaloJdlo ivawruisul s,laar!yaiV ayl.._ ...... --_ - _-__- 1� ��^l Sn' w ... =wlir i 7 � u O � �.::u. rLi I WOOD a 'all'XIMMO 910Z lgeuSd.3'I f«-'- Y,IS - I QOa4313 - ply. _ --- --- -.r ! 6 P B - CON 4313HS OOa 83l3HS F. H d�OOa 4 313H5 Zn 1 .9:4 N d 3N0 L n r q, - - - - - - - L n ti U AL U O 3 a i l Zn I,l9M 3 - - 0 3AOGV ON10NVl 3AOBV ONIONb'7 I t Zn .,., o....`n «............... Ln I I O fr Pin f - it j .1 — — — — dM'UOIBUIIJd ;wooJy;eB j I « rz s9M • sax ,..I r Pz > o m i _ 3N E)nueAV 43LL Wzoz - _..:: -....... .... r i --- - - - I in --- - -D Ld zsM O k Ln --- - Z wooJ43e8 I H € L wooly;e8 31M s L I S•.E n �'y "33a L L.aV ' '33a O O ---O 7 - --- _ L8M,- j 'J',', sIuaUlIsanul VCW I 3IM \�([ I dd0 18M _ zn �- - I YayO>u�I •ws ul I (Zn I UOlF)UIIJ V QM I I I j t9M I ooJU;e La9v 1 to - ........i ............... .... D 40M I I Z wooJy;e = I I z wooJy;eB 'I � -, �I u043;DI i 1474 i O 0 'ttn � Cln_`, a M0 � � I MO I I _ _ _—.—. .•."• I I LL �1Jad .Z 1nOdSNM00 -.-.-.-. I A 4 WOOJ4)eB. Z4M - - oL s 9 s Ly - - •� .9-.9 .E•.E �- - ' M0 I - 46W • ll b I .LL-.9 £_.. jn L... .-.-.-.-. .9-.4 /1, )11 �Ua43;IN -ice; + zn S en a> a MO I ctsv vtn rtav WHnL3nalsa3dNWmo3 a 11 L J88 OOa4 dl3HS� rL,N ._ .OL-.L •9-.Z •.8-,Z Wov, WOO 6UTAI , ws '9lr� Z C&4ddG N .l '1 MY E i woos 6ulnll wls a sv oIM ws —` L$ �1 i - - - -. zn Z9M -les •9 3dAil i. .... .. aoa 4 313Hs VO LNG 3 i 9 UA111 6a 11Nn 9n ;zn zn of z LLYv ri 8V .ddD I L - _ _ - _ _ - Jnod NAAO Nor v lvNrLLonaJ.s aid NWmoo A-•r wooa 6UTAIl B 3dAl ' - waoa 6ulnll II Eavl lI csM sy"" ! s-.r 18 3dA1 T tv /� zsr, wooJpaB Za ANn I EO llNn ••••.• N t I O O I LV l in ! / z9Ml I.wooJpaB .... . ...-::� � zsM t € a;' zav € esM O �/ _ 6UJ0; .L-.Z o .0-.ZL u-,S L _ E9M rB to E §NM00 *AM ,"i .PrE .01,9 rN'1 4bW 9V b OIlVd 313a3NO3 BfiBZ-1 oZBs tlAt'ua+an3 z,Na ma,\aul�IV ISM BILI / ,Z-.E .0-.V .9•.9 -mSp— Z.Ws e J va zsz 191EGR'SZF dar lnionais ,NMOO I 1 NMOO O'O aid NWnl03 ,.r9M � 6 I lVn13na1S a aid NWnl03 r 1nOdSNMOO .0-,S 3 a3d LlIV1S 31n03H3S aid aIV1S 011Vd 313NONOD •p,4 EL zV 3lna3HOS aid blVlS 011Vd 31380NOO lVanl3nal5 aid IImoo I � 1nOdSNM00 of .9-E 011Vd 313a3N00 a-g &A ..Z• .tr.9 ozi 0 .9•.EZ .B-,Ol .E-.ZL 3lnO3H35 alVls SNMOO „�.LZ •9ZE .9-,9Z J zZ S-O ad NWnniona03 is A.9z LL iv8n10na1Sa3d NWmO0 B10 Lb E-a Z-a Lb r E = I ! t f '3AO9tl N030 _ A-L-.tn 1N3Wd1n03 031Nnon Ol SnonNI1NO0 38 TVHS S7VM ONISME10 031VI -0 _ ( 1 1 35IMa3H100310N.—Nn ON110...A NV-Id ONI,130031031-.Ol a3j3a l '031ON 3SIMa3H10 SS3lNn 3AOeV SNIWVad ueld JoolJ puZ a wplmg r • . ALLM3dA3a VSTtlMaOla3s Vu N.U-.1 3S 1 BOASSNIMVaO Oln9/NOS3O330N31N3ANO0 3NVSlltlMOn1S000MONIUV39-NONa0a3 IIIV 'd ltlH5OdONV "N0113n1SN00 I91S5333V.93dAL 133W 2 R 3 3 'N llddOSONV1lISa3OV3HONVS31l9W3SSV 000MA1d a001d 3SV01$ '0'3'V l ' 19 LOZ/9I 'Pe ONV'E-9'Z-81-9 S11Nn:SOaVONV-LS 'S1N3MMI1303a 39'I aid SNlddOlS3U=1 H11M dOOa-Ol-11VM'IIVM-Ol-a001d'NOIlVONnOd U01�an�}SUO� ALI1191SS333V.V3dAL133W0103NOIS30 "313'LnONO3'913na'SNldld0103LIWIllONlne -01-a00ldIV3ldAlaOdSIML30d0NOI1VDOl ' 38V SLNn 1VON301S3a SNIMOIIOd 3H1 '0 ONIOn-lows11VM 031Va 3ald lV SNOliVdi3N9d aOd SNOI103S SNIOIIns ONV SNVId 8001d 339 '3 SWV3S 'S310N ONV SNOISN3WI0 -nV ONncuv JV'3S IIVHS a010Va1No0 'f '0310N 351Ma3H10 SS3lNn • 03013M/M IANIA133HS aOR131NI 110d SNVld llNn ltloldAl Ola3d3a 'd SSNIMVa0 lV31NVH33W 1HS19H llnd 3aV S7VM NOW31Nl llV*S3119W3SSV .10 anss �I p �..I 3SIMa3H10 "N3WdID03 ONV S31HOSS333tl ONV SNOI1VA31 3 aOla3lNl lb2in13311H0aV N0113na1SN03llVM lV3ldAl aOd 53dA11NM33S 'O I.00 ISV -- 031ON SS3lNn'8ORf31N113SO131V33Vd OnLS 01 031NnOW-lNMa03SiH013HONaNnow OLa3d3a 013'SWUHlV'XLIOM3SV0 "031ON 3SIMa3H10 SS3,Nn 9NIN3dO HSINId 0138V 30Vd Of11S.Z-.Z 3atl SNOISN3WIO 13SOl0 IVOUL L -A IVOWAl aOd L99V 133HS Ol a3d3a 'O 'SNiv-NnOd DNINNIHO'SAVl 031NnOW lIVM IIv lV S311138 OMI SMOONIM'SHOOO SNUV301 SNOISNBWIO "0 NNV7d IANIA '36MOH10 031ON SS3lNn 'S33NVHV3l3 038ino3a Stl Wb39 ON09 a0 ONINDOIS lV1NOZIUGH 0310N 3SIMa3Hl0 SS3lNn ueid SL'9tl 133HS NO 3ISMa13H10031ON SS3lNNf1 Lt9V n aoo0ltl31dAL aOd ZONIMV8G NO NMOHS N SI,OVM anllsaOlM3lX311V IV Novdl an°s SN1WVadd OMON 3SMOH101SS3lNn SN11WVad aool� puZ a bulppo 133HSNOZ93dA13ab'SWOMH1V911Nn1V31dAL '1 Stl'S33Nvdv313ALnieisS330tllltlAdla3A AlOOOMH1tl3N39OV3slwiv3SSnonNUNO0AlddV •H JO30Vd301S1nOO13UVSNOISN3W10aOla31-"S 'V V V wo010VOa9-13daV3 S310N 1"3N39 NHId bOOl GN3031 HSINIzJ 2AOMJ 0 40 L•O Z•O 31nO3H05a3W1S l 3lnO3H35 a3.1 HItl1S t9M $•St swotl�ntlovtSg PuvAu,n�!IWN I NIVI1A0V3OL O9U0d{ 8031OiJ "R (.841 .-O-AL t-sMI� - O.9-Al_Al -•"�$•t--.8•4 $•Iit 8•il- Ayy-AL-�� "_`•- ➢V t9M f�I � fi a V`0 -M-H 6MO A9HAOUdVt=J zwviclz L1310nd 03cR °3 _ S9M •9".E I O E9M f-- 11 K I z wowpas n -. u1001 I £ pa8 , I RI Zwoolpag Ewoolpae I _ 9 %uawwal—d 4t0mW4 • uuuod 0•Dull 9tOZMtN S a N':M Y3!IAO :s� • o ' 4't9 1N !I£9) !, -.0-'4 I A-.b ' flL - -�I!�Ir�t I V ffIti •♦ I' ILOS 9A N011dtaOS30 31VO XbVW Zwowpog .0:tIm D•b woolpa8 noa s�134s 99M uouupo,a„o,n„q1uAuc,o1 ool:n-,auuum s,l-nyvboleg0'ATuOl" sn,o 'c, 9 = - Ltv„nyyv ij, z,ysu6d0.I OOa 433N6 8ulmcpsnu n N4uS Mucla)oho WKKPA M9s woolpa8 n 10 III 9 11 } ssnn ,40H s dl3Hs� Anu3 I u•v 4 4 \ `" � ooagdr3Ns H�-•'.teeae•z �� - -- - y t•M � ¢ / I f7n 4 I o:r in I ``41-iN I �iu3 In Im un e to z1n G . 1 R y t tt S9M , 44M ! $:Z 'f,y S9M 99M 3N anuany 4�LL 6OZOZ 4 3 _ I , 1.9•.z _ - - — - �— ' y_ �a - zn -1 _ O to l- !u I `s uaua sanu r Q_ — ICqu3 - -woolyaeg �-'- --- an woa{ t t_. ,!XX� 99M •�• �•f I _ D� L9M _/ I 'tom - -_ _ �_S7„.__ Q d3a I Ll'BV {9M O 0 0 - •j3a I aj P J .9•�E .4• I Q .71�L� I I�'� I V QM / I i Un •D: - l9rd-� �- - - 'I O I q �I �— � UO 5UI J I - C1 d3a 0 p — q � r 1 1 vov_ Q ww 2i iooa v jr3Hswoolyieg Z wool41e8 SM „ a s . � woa41e9 e c - Ie ! ( !0� 1 �• �Z4M 1J1 i Fi u843* uayoRXn � I a ua 43U IIV I aa 9 dl3Hs I w00-1tneg Z4M a f oM aoa s dl3tts -- -d_3 a_ _ Qi_`). nzk Z7MLL �.Gd - - - rA � _ 9•M I '• ttn a i ELzv Eff• a-. wffwffl� • I I 199M ��.; ; .ZE/L 4-:S .B•.9 I MO .� oa8dl3HSl —.— _ —.� I — — .tl•9 NSIIV- .C•£1 4 'B \� I r _ rbw I m I lr•v Lt- � - - - _ { - �. � 1 + ' I tv Zn ,f K••V � .Z•t A-.t A•i CVzv /r tt'8V 0'a dd0 L k lid rLn i I MO I ft'9V O� I - I T!K ltlaf110nal5 aid NWnl03 I1 SIM woON BUTA!� - 711>� BO11Nn .L Lb `1 .4•z e•z 4-e �- I I .o- ' zn _ 3 / L Z O ©j— r aSd13Hs LBAt woos 6uuu'll YMS fL9V 159 I Lv � .4•.r woos 6u!n!-i .o-:b I I z4M (ION s PINS I _ - 1 9011Nn woapa9 5U11Nn Ltl wood!6wn!� rA 1 I Lv esM ea Ltl � LOlINn _ ' r9M O EO LV > .••A 49M `,� 1 I PJOIS SV' EO A•i � I ,E-,L � 1Van-Lomis fit _ _ 1 6.101S 1tlan13nus aid ONIW1Vad/M addv a0 X3a1-N330 • a3d SNIWVad/M ion $• N 03AOaddV a0 X3a1-H330 O I E9M `on N p .- C1M�1 9V ® 49M III .t'.£ 49M I I 69M LV EO .Z-.E '� lVaf11'.>IIUS aid SNOMMA IM Q3A0addtl a0 X3al'X030 _ IIfaK-It1.'Ye Y,N'„n,"l ay,p WL1�n1,n1Y w,N 91L1 I AL- ._ - -- �- - -mm _ _ - r rvnimriy:w.v, aLt'it2'S:t:r<,J ttlCiSiE7$N wdruomusaid I..� .Z-X .B-.b ONIWVad/M O3AOaddV 6ulllea lV ►•1N an10na1S aid NWn103-J - a0 X3al-N030 _• ! 6ulllea ivaniomus aOd NWnl00 SNlll b?J 1tl13W 031t101a9tld3ad ltlanl3nal5 aid NWnl00 f ltlan13n2LLS a3d NWnl03 CPZV I lVafll0nalS aid lJWn'g0 - I 1 Ot • 1 .B-:LZ .9•.E .6•.El .C•i{ A-.ZL .9•.E .0-AZ .Z'.E I. O I.4•.t .S•.LE .9•.9Z .0-.9Z f .9-.ZZ 2t'Etl O 8,0 t•O CO E[I t S'0 lb S f r F � '3AOgV NO3a •Pl-.4/L -SNOUVOO'1N3WdinO3 O31NnoW o1 SnonNI1N0039 IlVHS SIIVM ONISIW3O 031Va '9 .. 1 1 1 3SIMa3N10 a31ON S3lNn ONIII30 aOd NVId ONIII30 a31031d3a Ol a3d3a 'l 'O310N 3SIMa3H10 9S3lNn 3AOBV ONIWtlad . j7�, ulplme ol sell y ueld Jool= puZ d ulplm8 V L4M 3dA13atl SlNM aOla3SCIHVUNtl S S HOJ SDNIMtlaO minUIN S3033S 33ONBIN3AN00 3HV SIIVM Onis OOOM ONlatl39-NON aOIa 1NI 11v 'J • , L l OZ/9/6 AmisisslOOV.g 3dAL 133W llVHS 3 ONV a010Va1N00 IdOJ NMOHS S3NOSS300V 'NOIlOna1SN00 OOOMAld aDoIJ 3E)"O1S 'O'D'V 3dA1 99NIOIIne IV SllNn aOOIJ ISMId -a ONV 1N3WdlnO31VOINVH03W(INV IV3Ia1031B 'N 11JJOS ONV IIIS'a3OV3H ONV S3IlBW3SSV UOI}Ong}SUO� -b-a ONV'E-a'Z-a'L-BS11Nn:SOaVONtl1S 'S1N3W3aln03a'0'91 aid 9NlddO1S3a1J H11M DOOM-Ol-IIVMIIVM-Ol-a00IJ'NOI1V0NnoJ , Ain IBISS30DV.V 3dAL S3W Ol03NDIS30 `013'LnaNO0'S10n0'ONldld O10311WI1 ION ins -01-800IJ IVOldAL aoJ Sl1V130 J0 NOlIVOOI 3atl SLNn TA-N30IS311 ONIMOIIOJ 3H1 -D 9NIOM3NI'TnVM 031tla 3aIJ IV SNOI1tlal3N3d aOJ SNO1103S ONIOIIne ONV SNVId aOOIJ 335 '3 ao�panssl SWV3S -GIN aNV SNOISN3W10 TIV ONFlOatl ltl3S IItlHSaOID".lN00 T '03iON 3SIMa3HIO SS31Nn 03O13M/M IANIA 133HS aOla31Nl a0i SNtlld llNn TYJIdAl Ol a3J3a 'd 'SONIMVHO lVOINVH03W IN9I3H llnJ 3aV SIIVM a0Ia1NI 11V•S3IIBW3SSV Y�0 I SdSIMa3H10 -1N3Wdln03 ONtl smaosmotl ONV SNOLLtlA3l3 a0183INI wdn.L0311H3HV N011ona1SN00 lltlM lVOldAl a0i 53dAl llVM 335 '0 V ORIONO310N SS3INWHOW31N113swo IV 3otld anIs Ol aamnowi-imaOJ SL{9I3H DNI1NnOW Ol a3i3a•013'SHOaaIW'NaOM3SV0 -ORION 3SIMa3H1O SS3INn ONIN3dO HSINIJ 013aV 3OVJ OfLLS.Z-Z 3aV SN6ISN3WIa 139013 IVDldAL •A IVOULL 110J La9tl 133HS Ol a3J3a 'O 'SNIV1NnOJONINNrdG'SAVI031NnOWINMIIVlV S31113a aNV SMOaNIM'Sa0009NliV001 SNOISN3WI0 •0 �+ NNVId IANIA -3SIMa3H10 01ON SSBINn -S30NVHV3l0 a3a1nD3a stl WV'3B ONOB HO 9NINOOIB IVINOZRIOH '0310N 3SIMa3HIO SS3lNn buIMpaQ JO.I.IIW ueld ® SL'9tl 133HS NOt 35Ma3H100310N S3lNn LId 'n a000lt101dAl aOJ S9NIMtlaa NO NMOHS N sTIVM oral uclalX3 lIV IV MOVal ants 'I oN ov=i oisino 3SIMa3NOISN310'ONIWtlai a �ool� puz Q 6ulpim8 �"I 133HSNOZB3dA13atlSWOONHIVGllNnlVDIdA1 -1 SV'S30NVHV3-rJA1nisiss3oovinvAJIa3A 'W a00MHLb9N3gatl3glNvwassnonNI1N00Alddtl 'H i030tlJ30151n0013aVSNOISN3WI0aOla31X3 tl WOOIOVOaB-19daV0 ® S31ON WZEN30 NVId 2i001d GN393I HSINIA ?JOOTd 9� fL'L1l L•O t"0 9'0 3111O3H0s aid aIV1S \L/ H0S aid a1VI. oulema ueV1eN 1 'NI%'LLVJ GO[ 49M =A90371J3HJ .fr,Z .9-.EL 9V Z-,ll C •POL .S•.Ll .P,EL .PZ{ .P�6 .B-.OL € .,PALL .9:L ' I '¢'E -,ww 6 0 '1139VNVW 103fONd O• •I•...... r.. L .9-E MS OBV1W Ae 03AOIWV LJ n to E9M C9M O ZSP4tOL :w3amNloaroad P !9M CBM I'it 1 03 �;/ 03 I - CSM 9tl S9M 9V I s9M � e•o K I K § Z wooJpag g woolpag wowP a9 Z woolpag 4 1 Ea 'i wom"ki Wu d1. 9tCLats 9 4 I k 4uuod uolme cormlI 9tomils S NOI1dm0S30 31V0 xwn £9M .P.4 „0-.4 I \ Z woOJpag I I i ssM I�� Lf1 t "' 0069Jl3HS ` 1ron,1,Po,da,.o��,agla.cu,,oiuolssll duanHm LwooJpag �t� wl";Hoag S,t,anq„V u!mgo'6IVn Wfmd W. on—m of•F 991N j ` ( _ •„1NaS leuolssalad J10, l tu,uuulsul s,w,uq,lV agl•i I 1 Ln i (in) ' 'wul J1o, 7Lia 910i ty8u,CdoO•I LW _ LL-yV si Swmetp syl T CNN dd0 do _ I CON 4 i 3HS 1 d11 NMOO 1 •I, NMOO' 1 1: — om J03 I OOaS J�3H t3 99M .r/E 01•Z = .P9 OOa 9i13HS � L9x 3 t9M zn IG zn " — � Ln ti u Z zn IV{ �` I K zn i V 'UOlbull.ly \� i I to I' N 99M 99M F _ R 3N anUany ulLL 60ZOZ }m 9z1 hI s9A+ls9A+ s'M� k \ r ., t S}uaU l}S2AU I ry' wool le I AIM '" e I_� s•s.r c zAM O 11$ K J3a - _f) 4es� I ti;u3 I J3a O QO —Lvr�, AIM ! 4 g I �§ y y tCM1 L" O O I9M LL 9V yl O O J3a Ln L — — i UObuIi I zn \- - - _ Mo �10� arw ``POM II I _ I Z woolq;ce I o-.e _ I l AA t9M Z wowyteg f wooJyleg OOd V J13Hs II _ 9.9 I Ooa 9 il3Hs I z ua4DaDl — a y l u0401171 uaya;IN i z�M I zPM 4oM WOO443ee - Z r LL V ed O O J3a lln — 9J13N I 7rA I Trnt l I A) I Ma —'— —— J WOOJ y - 1eE �..... rjf 1 T � I .9-B .ZE/L b-,S O • � •. EIZV Z .9-.9 F:-.E .LL-.9 � M "n ttl uaya3lN — +, T —— — a t{mr geao lt9-as eda tn; 4 ro Ius —•— 1 MO = l .ar �� t•t'9w EV f EL'ZV 11 tin tt�v L Pd5 ` PC9V t S9� JI Ivanlanas aid Nwmoo E •Iqe 3 -- lvls Z avHax wooa 6ulnll i a wee � I � AIM.e1 .e•z .ea 8a 1N�f1 _ t z"Iz l-- OOa 8 Ltl r59M PL T/ dd) wooa 6u1n1� � o-.4 wooa 6ulnll a0a v i ms zsM "+l � — , S 110Nn wooipag 9(711Nn zsM 1 wooa 6uIAl� _... _ «» ry{ K wompag L9—n(_ lV EO E9M tV aF�t !E9M LO 11Nn' l �.t•-z P.Z J.Z V - I E9M ' L 1,,t EO LV b9M aBeJ01� S - •--1� .0-,Z ivwiomus Iaa610] 1 1.9'1 •••""••""•• 9n —O3AOaddV a0 X3a1 N030 CIBA 9NIWV /M �7 O K 49M b9M m Z•.E E9M O Ltl b9M 9fi0Z-IUZB6 tlM1\'11a+a.�9 ,.wll mall aul,elV lsaM 9111 mEW_mmaG;mm.Lf tee .—Y(P..... Z,zq%SZ'SZ6 f 191 65Z5zt.jm ' � , ► w jnloinaai d -IM N6ula 9NIWV addtl LFZ_E 1 I l9VNaIlnIV10a n1aV113S Wa iad3 1NVW0n1tll0gV0i 3ada0 X3allO5BO 6ugea Vn10na1S aid NWn-ioO ltlnlOnalS aidNW00 Yttliorwismadwimoo Et'ZV IVanlomis aid 9NIWVaJ/M 03AOaddV a0 X3111-NO3O IVanlonbas tad ONII'(tlai Ifh C3AtladdV a0 X3a1•N030 O —MIR10na1S aid NWmoo t .Z•X .W= .9-S .P.oL .P.ZL .E-.ZL •6-.EL •9•£ •9'•u 0 .9-.9Z .9-,ZZ .0-.9Z I .Z-.LE 9-3 Li fV _ 5-O t C-a L•O t•O { r f 1 I f 4 E Z 3/109YN030 '1N3WdIO03031Nnovq Ol SnonNI1NO038 IIVHS SIIVM ONISIW30031V6 'Z) 3SIM213H100310N--Nn ONII1301101 NVId ONII130 031031j3a Ol 113-11 'l *0310N 3SIM113-0 SS31Nn 3AO9V`JNIWb'ad Ueld Jool� pIC p uip�ln8��J L4M 3dAL 3Htl SlTVM aORf3 l aNVV� S W=1 SONIM"O a ine/SNOINOIS3O 33S 30N31N9AN00 3atl Sllvm On1S 000M ONIaV3e-NON WIld3INl IIV 'd •- ' . OOOMAId a001d 30VHO1S AL1191SS30OV.e 3dAL J33W TTV"S 3 ONV a010Va1NOO aOd NMOHS S3IHOSS300V 'N011omISNOO 'O'0'tl 3dAl SON1OlIns IV SAW aoolj-LSHlj -H ONV IN3VYdln03TVOINVHo3WONVIVOIH10313 'X lljjOS ONtl IIIS•a3OV3H ONV 93II GNnoj '4-e OM/'E-9'Z�'L�SLNn SOaVONtl1S -S1N3W3a1n03a'O GlIdEd ONIddO.LS3aId H11M jOOa-O.L-lltlM'IIVM-Ol-a001d'NOIlVONnOd SWV3S ALfIleISS3O0tl.V 3dAL 133W Ol 03NOI53a '013'lIOON00'SlOnO'ONldld 010311WI110N lne -Ol'HOOIj ltlOIdA1 HOd SlItl130 j0 NOIlVOOI - 9HV SAW IVILN301S3H ONIMOT1Od 3H1 -O ONIOnI0NI'S1TVM O31VH 3a1d 1V SNOIlVH13N3d HOd SNOli39S SNI011n9 ONV SNVId H001d 33S '3 160Z/9/6 03O13M/M IANIA 133H5 •S310N ONVSNOISN3WIa lltl ONnOHtl 1V35lltlHS HOlOtlH1N00 -f 'O310N 3SIMH3S31 5S3INn HOIH3INI HOJ SNVld llNn lt101dAL Ol H3d3H 'd 'SONMb210 IVOINVHO3W 1HO13H llnj 3Htl SIIVM HONMNI lltl'S31leW3SSV -lvu UOI}OnJ}SUOo - - 031ONSS31Nn'HOIa31N113S010IV30VdOfLLS01 1 ONVS dkL O31NO0W-IIVM OAS1HO13HONLLNnoW OlH3j3H 013'SOHaWn 1 NHOM3SV0 0310N35MH3H10SS3lNnE)NIN d03H NIJ013HV Cl XNVId IANN 3oVj0n1S-Z-,Z3HVSNOISN3WIO 1390I3l131dAL 'A JV3jdA1 HOj LQ9V J33HS Ol H3d3a o •SNIV1NnoJONIXN1Ha•SAb'1031NnOW-nvmiiviv S31113a ONV SMOONIM•SHOOa ErNIIVDOI SNOISN3W10 -O Jolpanssl 3SIMH3H10 a3LON SS3lNn 'S30NVHV310 03a1nO3H SV WV'3e ONO HO ONIN0019 IVINOZ180H '0310N 351MH3H10 SS3lNn 1 �.,/ 9V9V 133HS NO L 3dA13HV SN3HalIX 11Nn IVOIdAL 'n HOOO WOU L HOd Z09V J33HS 01 H3d3H �N SnonNI1N0O 301AOad I1VHS HOlOVH1NOO '1 ONIWVHj j0 30tld 0138tl SNOISN3WIa NOIH31Nl e U p'Id 6OO ISV 3SIMH3H10 O310N SS31Nn L L'9V 'SONIMVHa NO NMOHS 'SIIVM On1SHOIH31X31lV lV Xotlal onis O31ON 3SIMa3H109631Nn ONIWV8J aool� pJ£ l 6uIpIInB 133HSNOZe3dAL3aVSW00HHIV811NnitloldAL -1 Stl'S30NVHtl3lOALlIIeISS300tlT1VAJIH3A 'W OOOMH.LV'3N390V391NVIV3SSnonNI1NOOAlddV H j030Vj301S1n0013atlSNOISN3WIOHOla31X3 WOOIOVOHe-l3daV0 S31ON 1"3N30 Ndld 21001J Y Y el'zY y0 n e-a ON39�1-1 HSINIJ 2:1001=1 Y E•.l .l-ill 49M 1.0 I .B•.ZI .4-.El .8-.ZL i A-COL I A ALL asmteB-W-N N1Yld1:)9O! -r' ® TVHnlonHLS aid NWnlOo I ltlHfLLOnHlS Had NWnl00 iT••� �� •B-.E L -AS091q .-. .4-H 611oa 1I9OYh'YI^IJJ3IOHJ V-0 v� - -�- - "' _- -•— - J ._ gV =utS Foi'S LOq•L l101J3tllaOHX L73lOHd - •�� yy .S �— 3lnO3HOS Had aItllS O3 O3 3-ln03H3SH3d HItl1S I aea3nowwv — .o-s Z"Iot -m3E1ftf1NIJ3fONd w F-b9M O - �C Y I E9M OWddO tlt - I - - — - - — S9M L 1 59A11 - I E'd E9M 1 I 1 Il a5on�64H IsnNd 9taaot!a 9 _ 3 I v 4uued Wwv O4ncgl SIOMM f I NOI1dRlom aLva xlb"m s9M �� Z woapag F 1, woolpag • I Z woolpag 'I n •uou-pmda„o asn-110 hue lq uol—nd uauum , -'�-_ � } I ` OOa7j H6 s a Ln - - am,uag leuoissa;aiJ3omawmisul slam�yvV'ay1 Z I Lwoapa8 � �� 1 ! ; .o•.q I .zn 0L-s I --------- H/ O y 'aul'NVW37IAO 910Z149uAdo0-I h�.'.!�' 1 1 NMoo ______ _ W 1 _ _ N30 LO s!u _ s I El 14 1' :.< I• p _ - _--_- OOHS a13HS .Z/L 9-.OL 1 •- - L OOH 9 j13H5 19 N3 to LA �� y fir— GOV v dig S tt 99M ., 99M •9••Z iv t13 �I ,q-I /E/ dM 'UO}OUIIJd - ,I t9M } q' aeon " i s 99M I 4 I Ln zn i .s .z —1 ttn• ao 3N anuany 4}LL 6OZOZ O— - \_ -- - -I� Lin - _ — - -- - - - - - - as Ln m I I Ozn lt/ ° O° -Q- - --- in LIB L J Q- - --- to un OO z4M Qi I Ic 'S}uawISGAUI -I 9M �M Q 0 d3'd 'I HST UJ QOj3aua4a]!NUO7 UI.I IOIMlil�u3 oa v i i rMa___ e9M+ I QM99MIdsH O � _ I iiz ,t/•M I �1' I �. = �IOi Lwoo111�eg m 1 ua4alq! I --- uaya;41 c, I q - t GovIAT" • aOH e d13H5 :{�, IGn p -� Z 1 WOOJyLeg I •4 crzr t 1 I ' I1 arn�,'' LJ I o `� g I ( I _F_` O• .8-,z s-4 `'=.Z-9 Oaya�l){•9-z MO I I I MO I `) ' OOJyLCe I I m 49M 2 ft'ZV e a� I -.� I .t. I I I Lu1o141eg I -hicrA a s zn {lJ z4M I LL �I d Z • • • i 99 tt'DV I MO M -— 1/-- - _ i_. 0 .b ,8-'L of 9'tl •4'S I QVII ZLa llNn Y tin d)dJOS / I a ONHdd ra>Z n - / •B•.E .� 'tV•A1.9 1 O d d Lt MOON OVHo -W, 9V Vs w1s�J E9M AIM\ MOON 6ulnn L� MN 6WAI ; OOa q dI3Hs - j 0 UQJJNn —�T411W 6allNn CR 2 I I MOON 6ulnll 3j o .a i 1 zsM I YJ • A zo t•M j I LWINnl —� O woolpag ' 1r 11 .9-.Z` - -1 3 at•8 zswl L P Aj DI- Ea a - -- wool8 a £9M E9M b9M 1 8-.t F Belo .0-Z LV O esM O` .� O 49M p - a6elo3 ltlHnlonkus (A 9n 9'1 • I Haa0d ONOM0M � rn ao3A0add E97- 9V E9M J O .4•.L N /� I I J LV E0 .z-.f Im - —r1•- Bfi02-IOZO6I.M'nman9 anup Ma�auHely lsa,5191L1 /wwl— -- 4 � - - - - uvmvapfym,uni zers6sz szt J Is1E'ssaszt gar `J y.s E9M E9M Had ONIWVHj 1 /M O3AOHddtl lVHnlOflals Had ONLWVad/M 03AOaddtl a0 X3a1•N�30 1 qyM .01-.8 9 HOX3Hl-Xo30 lV=l/MOR 1SH3d `- bsM / ONIWViId/M O3AOaddb' HO X3Hl-NO3O 6wi-grod U 0na1S aid NWnIOO ltlHnlOnalS aid NWnl00 ONllltla lVl@W 03LW WUOnH1S Had NWnloo ONllltla ltl13W a311 avj3ad fl'LV I .B-.9L .9•.E .6-�EL .E-.ZL I O-.ZL .9•.01 L .9•,E .9 .ZL ..9•.E .Z•.6 + O d'.9l .Z-.6 .Z-.OZ A-.9Z .8-,Zz ZKI L f q t I Z ` 6 * fI 1 dlwwr 'IN3Wd1003 O31NnOW Ol 8nonNliNO3 3e 11VHS S11VM ONISIIN3O O31V'd 'O .0-3=,.b/L 3SIMa3H1O O31ON SS3lNn `...113311-N1d ONI113O O31O31d3a O1 a3d38 •l 'O31ON 3SIMa3H1O SS3lNn 3AOSV ONIWVad . ti6 ulpl!n8 04 say y Ueld�001d pjC a u!plln8 L>M 3dA13atl S11VM aOla3'SCI VONV S'lVDIdAiS aOd SONIMtlaO mn9/N9S3O3 S-3ON3NId3ANOO 3atl STIVM an1S DOOM ONWV38NON-dOl89iNl 11V •d aOOMAld 8OO1d 3OVNOIS AL1I91SMOOV. 3dAL 133W]1VHS 3 ONV HOj0ValNOO 8Od NMOHS S91HOSS3O0V •NO11Ona1SNOO '0'O'V 9 3dA1 SONIO11n9 IV SIINn wo-u ismu 'a ONVIN3104dlnO3 IVOINVHO3W ONV IVDIalO912 'N I J.AOS(INV 111S'a3Otl3H aNV 631IGN38SV 1 • 'Y9 ONV'"'Z-9'L-e S11Nn:SGHVONVIS 'SLN3W3a1nO3a O'9'I 1J3d 9NlddOIS3a1d HIM JOOa-Ol-11VM'11VM-01-aOO1d'NOUVONnOd A111191SS303V.V 3dAL 133W 01 O9NOIS3O '-013'11nONow=nO'9Nldld O1 O3LWII ION lne -01-NOOld IVO1dAl Nod SIIV13O d0 NOUV001 SWtl3S 3HV SNNn IVLLN3O1S3a ONIMO1lOd 3H1 'O 9NIOn13NVSllVM O3LVb 3ald ltl SNOIltla13N3d NOd SNOUDDS 9NIO11n9 ONV SNbld HOOld 33S '3 7 . L t-OZ/9/6 O3Ol3M/M IANIATZ 'S31ON ONV SNOISN3WI0 llV ONnOatllV3s llVHS NO1Otla1NOO -r 'O31ON 3SIMa3H1O SS3lNn aOIM31NI HOd SNVId ANn IVOIdAL Ol a3d3a -d 'SONIMVN0lV3lNVHO3W 1HOI3H llnd 3atl S11VM NOIaI lNl lltl•S3l1SW3SSV 3SIINa3H1O '1N3WdInO3 ONV S3WOSS3OOV ONV SNOUVA313 a0Ia31141 1VHn.L3311H0HV Nouona1SNOO-11VM IVOldA18Od S3dAl IIVM 33S -0 u o ijonilswo OliON S631NWaord31N113SOlo ltl 3otld Onis O1 O31N(lOW-1lVMHOd SIH913H 014I1NnOW 0la3d3a-3i3'SaONNlW•N1oM3SV0 'a31ON 9SIMa3H1O SS31Nn 9NIN3d0 HSINH 0138V [� Job panssl NNtlId IANIA ® 3OVJ On1S.Z-.Z 3HV SNOISN3wla.L39O1O-IVOldAI 'A lt101dALaOd LO9tl 133HS Ol a3d3a 'O 'SNItl1NnOd ONINN121O'SAbl 031NnO8 IVINO vivIMOH 531113a 0Ntl SMOONIM'SaOOOON3SIMUISNOISN3Wla "O '3SIMa3H1O O31ON S531Nn 'S3ONVdV31O a3a1nO3a SV WV38 ONO9 aO ONINOOl9 ltl1NOZIaOH •a31ON 351Ma3H10 S531Nn LJU�Mpa Q .�O�a W U I d I oo I[��/ 9V9V 133HS NO L 3dAl 3atl SN3HO11N LNn IVOWAl -n NOW 79'WA1 NOd ZO.9V 193HS Ol a3d3a 'N SnOnNIINOO 3OlAO8d 11VHS NOlOtlalNOO 'I 9NINVNJ dO 3OVd O13aV SNOISN3WlO aOla3lNl •9 Y J '3SIMa3H1O O31ON SS31Nn LL'9tl .SONIMVNa NO NMOHS .siwm Onis aowain 11V lV NOtlal Oms 'O31ON 3SM 1a]H1O SS3W ONIWVad Boole c] Q 6uiplln8 133HS NO Z93dAL 38V SWOONH1tl911Nn IV31dA1 •1 SV'noNVNV91O A1111SISS3OOtl llV AAIa3A 'W OOM WV3N39 OV391Ntl1V3s snonNI1NOO Alddtl -H dO 3OVd 30IS1nO O13aV SNOISN9WIaaOla31X3 'V WOOIaVO e-A&WO SMON WNGIN30 Wild ZI00'ld � 4N3J31 HSINIJ 2JOM=l e,zL .0-dL J,t L •4`t e•.e o,u o-.oL „r.eL e,zL"I 99M owae-111N WIVI"100( —nOS id Nm,00 lana aid NW nlOO E : •O3!]3H0 I - -►—•M — .Va+O-0 :9NW1O3fotd b cuonotS N>v4!IV �*Ola31110 133(O9J I O,, 7A9 O3A08d4v 31nO3HO5 aid altll5 03 03 31r03H05 aid aIV1S I •0-.S •"'�"••-••`�� N1fl NnN.LO21Ol1d i / v, 9V I; I I Z>M +9M Z6O->l � .' E9M •t•S �� 9.0 r O 99M C9V.. � �I E svomnea vuuad_ 9LOZ,OLM Z WOOlpas S9M NOUdkW3O 31Va AHVW woolpae •�\ 149M za Z woo ipee ..Z-.E Z_ ,nnpwdw,o asn,aym 6ue,oj uo(ss!uuad uanum .0-.> I II 1n -- OOa 8 A13HS .tl-i t I - s,loanga,V,neig0'Alvo,oafwd sryl uo—aoa f /. Nas lino s a o,dlo luauin isul s,,aa qa,y aq1 9 I �r I L woo�pae I _ �n --- •aui'hroW3NAa 91 or l5.9pkd a q?� N30 , NA\oa }..... I l�r,rr.aa 1 Lnl ® 49 S9M — M— — OOa 8 dl3HS -•p— § ' I 9•.Dt ...._� - ry Ln / I �+1u3 - aoa a il3HS zn _.-- - --- I I :a .gZ S� O 69M 4 '�00 8 dl3HS CON 1 u. UO}BUIIJd �: d3a I „b/es,E t 9v�1� I �n ? s,z 1 •9M R Ic9M zn t: bM I AN anuaA\d LRLL 60ZOZ ... >w-ie-�Yri-:W.:- .,Npt-f"ni::r-:.--.• UIOOJe zn III—_/__L.tey-�=R0_:HZ :tl:cllu 3 t`II O po tin d \lb SjU9WjS9AUl mo In lL9ZML>M w oolyleg I ew AIM UO15UIIJd QM IC Ooa8d13H m OL d30 •M 91n Z aol! u0433N OOa4313HS2iOd �aoa4i] w�Iyje8 I Na•Mf ft2v - J yo11N WOO41e _ �1 I \ i i .. C ` Zfl 4 I '— I • I MO Ma ua L wooi!ays I —_ LL lied Z b9M ( O l�_J I — — — 9IM • • Z wNs ddO I .—.— 0-A .__J — i It 9r ONH ddO C. . tt9r H OO I - - - - - t s i rz I a E z rs >t.� ac tL' u '`•v ' woo In• z L�E t t'9V zn wls cN4dco ZLO11NI1 I - I f9M wls I vas woob Bu!n1� u WOOZI 6ulAl1 `` r OOa 8 d13HS O ` 011Nn � Ln Lcfv 60 11Nn s! O4 r woos Bu!n1l //--••- t \\ l9M • 0 Z9M L LU LNn I - b woolpae € I € !Z9M t Ali 6 -.. ...— € L woolpae byM fsM Belol esM .S-.S € •f >9A\ _ 03 03 E9M fa LV .0, f9PA Belolg=-_.••--•••••• .9.1 = l•t1 � a9d 9NIWVtld/M • _ E9M 9V �^,� O ® € T- —O3AOaddV NO X381-NO3O i�9f, I.a•.J 9tl \ dl I b9M .P.L V9M •-- EO I ltl t .z,e Iisot-7l1IDtVJf1•vataNy �4+f1 wL\N9i>W tWNw _ .:::..... r-- ! aid ONINVIdA -Z'•�C /M O3AOaddV vou.o-r.tpmi.ni zers'ssz'szn—J 191 Essz'SL�7� " Ougma 49M r AL-,9 ltlaflLOna1S aid a0 X3a1-NO3O ` b9M ISM lVaniomLs aid 9NIWVad/M O3AOaddV a0 X3a1'"3O ONIWVad/M O3AOaddV —NlifiLOna 5 a3d NWnIOO a0 X3a1 wunionNis aid Nwmoo —9NIUVb lvia4 a (M9tld3ad M1n=nkus aid NWn1OO •Ly ONIInRiN ❑31VORIetld3ad �V .9-.E „B-.Zl .9•.E R-.Ol .P.ZL .E-ZL .8-.EL .g.E -9•.9t .Z-.6 .Z'.9l A-.ZZ I .0-.9z .Z-.OZ .Z•.6 O S•0 Lt'LY � L•o • L'O L I — � f s r I o-.L=.4n ehs 31n �� ■ ue!d Ji Is 6 3 u!PI!�8�J . e .4 .z a 1 CLLLV ISNV • i 391'd9d S1NMBNinnu Ainiaismov 9 3dA1133W 11VHS SIM aooi=i is-du-nv bl ZV L WZ/94 r3 ueld uo!;anjIsul J00IJ Is - � bulppe �o�panssl .4•.9 Al ,1 L-Al I 4-.ZL 1•At lieu tt•ll b•.9 r WWUOMJU aid NWnIOo do I 1S a3d NVili J& I - e-3'b-3 SOI89 WoII �.,/ � 1 _ .A 1NIOd XHOM Is V I .Z•.E 4-1 .Z•.E E9M .Z•.E .4•.L .Z-�E 1nOdSNMO0 1nOdSNMOOI £9M 9V EDM 1f1OdSNMOa LnOdSNMO0 T 1 ► r•M � E9M L9M � —_ a ro1c ,CIV1dVJ 8Of II a3 U 8 ucLleN L9M 1 sua'.975 7�hW 'SNO.LJ3x1O193fOUd 0NIA13HS NI-llln8.ZL - - - - I - —J- - _ i s -- Z/l 5• C9M •A8 O3HJ311J 14bW f4M 1 � � dMV - 4 B•3 _ H1d30 - �' L ONIAl3HS NI-llln9 :AS 03AO*4.WV cl , .L/L9-A ! � I �._ ZFM �. Z.90•HOZ U381W7t1173tO7ld Z4M'• - £WOOJ pag ry LAM aOOMnld 8OO-U 3OVaols _ >D. Z Wool Z wOOj4jl Z WOO.Ii+ i 1�•—MJ Z wawpa8 C w{• • i HON3e swv3s g woo�pag ll9V 'L..- : � i 1 llL9V a3013M/M IANIA133HS L Vag � ,J'7•-' �•• M; //"'�, n a0avdl3H5 �av jl3HS�0•.4 � - 1 .0-.4 ~ �- -4 .----'� OOavl3 ��' OOav d13HS .0-.b F•S .0•.b dHS I _♦ NNVId IANIA !!IF..... . , bbW aws+ra rllurdl •tttG0119 9 �+ _ --�• _ ri,� ,,._ I + �� 9n I �• :� 1313NOHd luwh} q!n8 t1•IIM71 9lOZNt9 9 - ..s , �1 0, \VVJ / VI �• bbw � 1 ____ - zn NouelaDs3a HltlO >favw _ _- - � ��--- -.�� --- zn zn �I! zn I 1 �c woolavoae-13davD — -- 99M -. _. ---- •yM 3AOBV 0NIONVI uouonpmdazlo osn laglo Ruelq oorssnmad uallue aN�J3� HSINI� ey00�� • s,loaaq'W ulmgO Alm-toad sly no asn�od-r `• znAll luog Icuolssa�o.ld3a luawlwsu7 s,1aa7!y:uV aRL'Z R N c 991Y1 N3u3 rFl 'au�'NVW3JIJ.O910Z1g9u,Sd-3 `j Ln � S9M to � R :SI 301--p 5!Iu •,f -� 1! 1{ 1 N a O�O - - _C zn rtn -O � 3 a9M Will L wooapa8 0.E o a .6•dt y 3 bM IUO}6UIIJ�/ la ua o I 5 .tL— ua4o1!H �, i St3I v Sa313W 3N anuany U}LL l OZOZ 9ni1 I 4 iW Z9M uaa r ; Z I y lvolalo3l3 ►t"LV E .I 0Oa v d13HS 1H aoa 8 dl3HS ! M0 L9M c�OL MO (� •�•,•, fSjU8WjSAAUI I _ _ t•M wooflp•e ---'rl-- •. �` �../ 351Ma3H1O tF�� - J UOIBUIIJ aM O31ON SS3lNn'aOla31N113SO1O 1V 3OVd On1S O1 VO�� ; ` Q 'd31 •.aF R ll'9Y En _ - _ _ 3OVd OLLS.Z-Z 38V SNOISN31NIO 13SOl0 IVOIdA1 'A O H '3SIMa3HIO a31ON SS31Nn S r9V 133HS NO L3dA13'dV SM ill 1VOldi 'n I I E•9•M••I L ri'Zb 1Van1Dna1S aid Ni rt'BV 3SIMa3H1O a31ON SS3INn L Vqv ,E-z �� = J I ONI,d4O .6•.B •'r ltlanlDnalS I 133HS NO Z93dA13aVSWOOaHlVe 1INn IVOldi '1 PAS Z - .9 — _ —_ - rl'•V ,� , 351Ma3H1O 331ON SS3INn ca - aid NWnIOD gn LL �1a�d L4M3di3NVSTVMUOla3LNIIVDIdl 'S I O Zn ONHdd0 z Wafa�!21 'SaavaNV1S ual z ! ITS A111laISS3DDV.93di 133W-nVHS 3 ONV Npdgµpry00 WOO216UTA11 10 0' s� Ill 6UTA11 j L9M ^7 ' D b3df S0NIO In81V S 111Nn aoolj-i 'a • • b e aNV'E-G'Z-S .-S Slwn:saavanrdls Ma I 8 3dA1 ALIIIBISS3DDV.V 3dAL 133W O103NO1S30 a E9M ti 3 00-d R d13HS- I 6311Nn 3UV SAW IVUNMS3a ONIMOIIOd 3H1 'O -•->k rFl \ 'S31ON ONV SNOISNBW1O _ aOla3lNl aOd SNVId llNn 1VDIdA1 Ol'di d11 I`I Z•.S A•1 .E•.L .9•.Z I .Z-.S '1N31PUl ONV S31MOSS330V •-'-'- -- -I 1 111Od> m O3INOOW-TIVM of J S1HO13H 0N111,11 1 1 - ,- IVDIdA1 aOd 10"9V 133HS of a3d3a 'O Z9M 'S3ONb'2iV3lD I EV Zl- a000T/0ldALaOdZO"9V 133HS Ol a3j38 'N Z ,uL Zln R—v 'SONIMVaa NO NMOHS rt•gd 't Z9M-' •Zln eJ w J SV'S3ONVHV31OALIl181SS3O0CI I1VAj1a3A 'W '1N3WdInO3 O31NflOW t VNIS ONI113O aOd i 0N1113O O31OEId3H 011l 'l _ --- ^^•�'-^ - 'SNOIlVOOI ONV S3ZIS DId1O3dS i ( luowpa9 aoj SONIMVaO min19/NO1S3a 33S'3DN31N3ANOD EV O I�/;. i E91A T WOON 6UTA17 O O (,,,,I;.1 O aOlOV211NOD Zi I HS S318OSSBOOV - -•- I•n^1 ONV 1N3WdIOD3 TVOINMHD3W ONV IVD1a1D313 'N ? _9•.Z .4•.L •t•1 .L-Z E9M • 'S.N3W3alOD3a'D'S'I aid ONIddOlS3ald H11M "Dl3'11nONOD'S1DOO'DNIdId Ol a311WI11ON ins y I i '•.- Z311Nn 6e�oi - 4 O-anIONI'SITVM a3LVa 3a1d 1V SNOIltla13N3d TIV ONfIOaV was I1VHS HO10Va1NO3 - 4 IVDIM/H03W H11M 31VNIOa003 4 1 F W Zn , •, _ q, MlnlDn211S aid NWnIOO ONV'SNOI-LVIG13 80163lNI IVan1o311HDaV PJO�S• i Ol a3j3a'D13'S801d IW'>IaOM3SV0'SNIV-Li gy 9 b9M ONINNIaa'SAVI031NOOW lNM 7V lVO ulf1O3a a SV WV39 ONO9 aO ONMDOIB ltl1NOZIiIOH - L9M c 1F17j 91l� - 8nOnNI1N003OIAOadTNHSaOlDValNOD 'I r3 ., , 'Sl1VM OfL.S aOla31X3 IIV lV NDVal On1S .NMOO -, rtrl -- _ O i - - b9M .NMO4. DOOM H-LV3N39 OV381MI1V35 SnOn1 11NOD AIddV 'H - '3A08VN03a Q9' •''....., - '�kJ O.3 01 SnOONI1NOD 381TVHS SIIVM ONISIW3O a31va '0 .;Y- - '•� - '0310N 3SIMa3H LO SSEIINn 3AO8V ONIWVad .1 8OO1i 8 0 NO3O dOOa d0 W011OO 011HO13H Ilnj 1f7OdSNMOO 111OdSNMOO 3aV S11VM an15 DOOM 0NINV39-NON UO1831NI 1IV •j OIlVd 3J3a7fW0 I 7j. �•' �j '�� m 'NOILOna1SNOO -OdSNMoa 011Vd llddOS ONV IIIS'a3OV3H ONV S311OW3SSV MU1LOna1S aid NWI11O7 ! 31nO3HO5 aid aIV1S 3113aDNOD e9oz-t9zas tlM'La+•u•3 asua Maw alll,,:w lsam slit dOOa-01-11VM'IIVMOl-UOOlj'NOI1VONnOd 1VanlonalS 1Van1Dna1S N aid NWnIOD -01-aOOld IVDIdA1 aOj SlIV130 d0 NOI1VDOl 3V1O3N9S aid aIV1S aid NWnIOD I '•NMtyO 1wvm�ayy,,,l,�lm zezTr,r,lr-1 191E65SSZ6.7w aOj SNOIl ONlallne OW SNV'1d aOO1j 33S "3 '031ON 9SMOKLO SS31Nn 1HO13H llnj 3NV S11VM NOla3lNl IIV'53118W3SSV I NouonalSNOD TIVM TVOIdA1 aOd S3dAL 11VM 33S "O 'O31ON 3SIMa3H1O SS3INn 91,111HSINW 013UV .b/£E-.9 211,4-.9 .0-.9 d/10-,b .Tjl•-.t A• .b•.9 .OL-dl •0-� .0•.S _9•.S .b/£Z-.e - 531113a aNV SMOONIM'S7j000 O1,1I1V0O1 SNOISN3WI0 'O 7 'a31ON 3SIMa3H.LO SS31Nn .Z•.4 .9-AZ .9•.£ .r•.Cl .l-,OZ .0•.£ .9•.Z ONIWVadj030Vd O138VSNOISN3WIaaO1a31N1 'e .l-.9Z OL-.4Z A-.6Z 'O31ON 3SIMa3Hl0 SS3lNn ONIWVad dO 3OVd 30lS1nO 013NV SNOISN3WI0'dOIH31X3 'V 31nO9HDS aid MIS LL A•.ZB M 1VU3 OOId 011tld 313a0NOD 1^3 > !E.3 P3 0 L•3 sL tv Lt' e f h E t 1 t E .0-d=.on 1ele s .O:L..b/L 0 £6 Suippnq o—may Ueld JoolJ Is 6 3 u!pl!n8�J - VLLW ISNV ONV 091 N3d S1N3W3211nuaN A111191Ss3oov - 9 3dAl l33W TWHS SlINn 21001d 1Sald-nv 4L ZV L WZ/9/6 -3 bulnneaa JOJJIN Ueld uol}onalsuoo p I l .Y,9 1AL- .Y.ZL -L-AL LL'9M .tl•.Lt .t'A \: aoolj IS 6 - E bulplln8 jol panssl "'�' da�t�na I �+ t 1B5 ddo .lls aid tavnlo� I �do lvanlonals aid NKmoo Wo ISv INIod>I110MaoM .z,e .b-d .z z,E I •.e .r.c •,z,e O EBM NOdSNM00 E8M 9tl I fBM I I1nOdSNM00 , .B r I NOdSNMO0 1nOdSNM00 M au'e1a9 uvU7tN NJ Of I L�—M i _ ` Iice'.., AR 0.9:WBHJ £OM 66W `0.3 .... taaBw78 M\VOwV UO1J3a10103fOtld ONIAl3HS NM Lil IU I I Ok1A'L3HS NI-IIInS AR 03,\OtlddV .in 9•.l ' i i`Is•l .7J19'.t no-Koz I 701v'nN L73/0Nd I Z4M ZbM wool a aOOMAld HOOld 3OVaods I - tsM Z 4� 8 �}�� • •----u £ p 9 Z wooz4;e8 - Z woolpag L_ wool e l Z woolpa9 71 I FYJN3R f E wbolpag i+. .,...�; uyb SWtl3S u I I i Itf. OM ddO 09013M/M IANIA 133HS Ilk ONH uu,i 7MS •...-A'„ —�>_ _• - in - /��' y _ • . FYt _ r O Oa98n dl3H5 CON? .0-4 OOa 8dl3HS t,X 0088dl3HS d l3NVd 3JNww Zn nz -----91070fi -NNVId IANIA N011dlJS30 31V0 aavvl n WOO'lOtlOa9_lsalvO 99M - ! NbbW. l - .-1 3AORV MONY 99M uonnnpo,dai m asuaylo bun iol uo.ssmuad uanum 1y tlme,g0',enl;nln,a penar,ud'E aN�J3-1 HSINI� �100�� 4 zn o �ti;i,3 n:aS IMUDI ajad)o rvDUIMISul"-I!q-V ayl'Z I /�;U3 _ 4 � r ` I 'aol'hNW3NA0910Z 1y9u6do0'I I lln `n 99lN ` 9BNL St o < .sl emme,p slyl O tasiaa I '••"'.�"` - e _ _ loi� b I �' O O .. ttn Zn €� Z9N\ _„•'••'•• O O d3 .r. ...... a L woolpag I 7 k .'AAA s,e / .0-.17 c 6 woolpee c dM`UO}6UIlJb ua40M)l I Cs Bn = 8'13NYd8SN 3W G.9n i° ... Q Z�M a10333N anuaAd 4lLL F/ 40ZOZ 1I t-9N OOa8 d 13HS I _ — Ooa v dl3-H s n t9M_ �� MO sUGWISOAUl w wl c n zv UO1f)Ul1.1 V a/V\ 3SW\a3H10 —_ _._._ I _ _ OilON 5531Nn'aOla3JN113SO1O ltl 3Otld On15 Ol ,ny I d V J 3ovd Onls.Z-,Z 3dV SNOISN3WIO 13SOID IVOIdA1 'A a 8 dl3 I d3a O O d! bbW 0�7 '351Ma3H100310N SS3lNn tLZV Z E9M �. ,� 1. T - E -1 tl•Bv ot'BV L lVan10na1Sa3d NWnloo .E-.Z St'9tl 133H5 NO L 3dA13aV SN3HOLN llNn lt101dAl 'n A.•N .6'.g o 3SIMa3H10 0310N SS31Nn LL'9v lydn10mus—� Y,tS ��6-.B L WIS dd0 133HS NO ZG 3dA13aV SWOONH1VG IINn lt101dAl '1 - aid NWnIOO tt 4V __ 3SIMa3H10 0310N SS3lNn - ER LbM3cl)_La SllVM a0Ia31N1 lVol kL 'S iosl L Zn LL �1a�d SMIVONVIS I w,s �r uayo;IN AlI1181553OOV.83dA1.133W llVHS 3 ONV WOON BUTA17 Sn_ WOOa 6UTAI� InClds '0'0'V3dkLSONI0lIneiv SANn a00ld1SHld 'aL - B B 'YS ONV'E-8'Z-6'V9 S1lNn:SOavONtllS 9 3dA1 i MO 9 3d'u re S ALIlIS1553OOtl.v 3dKL 133W 0103NOIS30 3atl SllNn lvllN301S3a ONIMo110d 3H1 'O I �311 1Nn lI ooa8dl3Hs E3 jIN� 'S310N ONV SNOISN3WI0 o aOla3INl NOd SNtlld llNn lvOldA.LOl a3i3a 'd E9M .Z•.S .B-.Z •E�L .B'Z Z�S '1N3WdInO3 ONV S3MOSS300tl « 031NnOW-ITdM aOd S1HO13H ONI1Nnovi 1 Z9M 1_ .Tvol 1 aOd LO'9tl 133HS Ol a3d3a 'O a/ 00a 8dl3HS I� tl'BV 'S3ONVaV3lo C 4 �CV a000 TV01dAl NOd ZO'9V 133HS 01 a3d3a 'N' ► Z1 Z9M Zl Z § N 2 SONIMtlaO NO NMOHS QI•, tlliV / IY I ^' SV'S3ONtlab3-10 A111181SS300V 11V AAW3A 'W N ,, Z j J '1N3WdInO3 031N110W Ln ,1�m -IMS — M --- -o 0NlllB0'dOd NVld ONIII30 031OTUBN Ol a3d3a '1 Wooipag ' 'SNONOIS 33 83ZI3lN3AN 3 O I O I Ev aOd SONIMVaO 011ne/NO A N 33S SgWOS3ANOO Etl 49 - O wooa 6ulAl� E9x aOlOtlalNOO aOd NM OHS S31aOS53OOtl E9M JJJ 113 ONV INBminos iv N'd1iO3W ONtl lt101alO3l3 'N .t-.Z C .7.L Lj •9'Z g 31 d� l _ .9-�Z .,0-d C 1 EBM €•LoZ 'S1N3W31MO3a'O'El a3d ONlddOlS3ald HAM I 'b13'lInONOO'sion0'ONIdId Ol 0311Wll ION lne L=J �WOl Z311Nn ONI0nl0Nl'SIIVM 031tla 3aIU lV SNOUVa1AN3d I _ llv ONno"V IV3S llVHS WiOV81NOO - 'ItlOINVH33W HAM 31VNION000 NI Q ONV SNOLLVA313 NOla3lNl wdmo311H3NV -mmioni uS a3d Nnmoo 'y e6ed03$ A Ol H9d3a'013'S'dOaaIW'NHOM3SVO'SNIViNnod • 49M Io I gy I EJNINNIaO'SAv"1 O31NnOW llvM llv 1V 03alnO3a I - Sv WV38 ONOS a0 ONINO019 lV1NOZIHOH -:.'..: �tq l n'1 x '_ 1 SnOnNIlNOO 301AOad IIVHS aOlOVa1NOO 'I _ 1 'Slivm On1S aOla31X3 11V IV NOVal On1S � I DOOM H1v3N3R OV3e iNV1tl3S SnonNUNO0 AlddV 'H Y �� btW bbW 0.3 Ol SnonNiiNOD 39 IIVHS SIIVM ONISIW30 031" -O B '0310N 3SIMa3H1O SS3lNn 3AOBV ONIWVad -OdSNM00 0- 44W O 1 aoold a0 ro30 dooN d0 W011og o1 JNOIBH lini In SNMOO as 4�Oil 313aONOO 3av SlltlM On1S DOOM ONIav38-NON aOWE11NI 11V, 'd I C 'Noiiona1SNO3 011Vd lnodSNM00 WWS aid N1 A'100 I AOS ONV IIIS'a3Otl3H ONV S3110W9SSV 313aON 31n03H06 a3d a1 S— wdn10na1S MA2•IOiKYM'l'�r.M CFO�+L\plmf�+INOLLi dOOa-Ol-llvm'IIVM-Ol-aOOld'NOIltlONnOd ^'-a3d Nvimoo lvanlNmoo -01-a001d IVOld U aOd SlIV130 d0 NOUVOOl .' 1 NMQO: a3d NWnIOO 31n03HOS d a1v15 uuvsx..ttytn+. :r r s2�-'I 191CGsc'cc+au NOd SNOU036 EJNI011ne ONV SNVId aOOld 33S '3 '0310N 3SIMa3H10 SS31Nn _ _ 1HO13H w=1 3av SllVM aOla31N1 lltl•S31IRW3SSV I '•y NOLLOna1SNOO IIVM IVOldAl aOd S3dAl llb'M 335 'O '0310N 3SIMa3H10 SS3lNn ONIN3d0 HSINId 013atl .b/E Z-.9 _9-.S .0-�S .0'.S •0 L-�LL I l .b-•9 .S ^.UL 9-. d1L 0-.b •D-.S .Z/L Y.9 �.b/E 531113a ONV SMOONIM'SUOOO ONUVOOl SNOISN3W10 'O 9-Z O_E _L-AZ _9-.E .9-.LL •V.EL .9-.E .S-,OZ •�•b '0310N 3SIMa3Hl0 SS3lNn ONIWb21d d030Vd 01 ZV SNOISN3WI0 UOW3lNl 'S •L-,6Z -OL-.VZ .L'6Z -ORLON 3SIMa3H10 SS3lNn ONIWVad d0 30tld 30ISIn0 013UV SNOISN3WI0 aOla31X3 'tl LL 31n03HO5 aid arols . I 011Vd 313aONOO •o- 0 S310N 1b2i3N39 N`dld 2i00_1d T3 E•3 t z3 L•3 LL'EV tl'ZV E S t fI I S 4 t . - ueld JoolA PuZ 3 Su!PI!�e�J L 40Z/94 uollowlsuoo ' jol panssl 600 I Sfd veld t- aOOIJ PuZ - 3 bulppe riZY t .4•A •L•.OL d•1 .L-.DI f-.ZL 1•.Ot 'r•'L tt'9V �j •L-.DL .4•.9 ! �m¢I¢BuM¢N ��FIY1dY0 BOf I tt.� .Z•.E t 1� � I I 3H05 aid altllS � �� Z••E ll'BV I =AB OB%03110 L E9M 9V 0'!H d_-N t .Z•.E 49M I q9 I •Z $ I ®.—I O 4 TOS z wpH nnop I 43DVNYLC 1J3fO8J - ¢u¢naISI�WDY I Yl�1 .11O L1JBtONd V•3 ' E9M t9V} esM - :� N_ �. - - E9M l �A3AOMddV I � L50•t/OZ 1 Si01C:1N.LO3fONJ A I b9M-1 L91VL —IME - 1 H1d30,'Z1 ONIAl3HS NI-11IO9 I 4 9NIA13HS Nl-1lInB 01I1 l �J -A19•.t i r I �Z.1?•.t ,LrM OOOMAId aO01d 3OV2IO1S I I Z4M L4M t I IJ I u I I Z wooJPaB Lwv I Z wooJy3eg g woapag _ E wooJpej l i Z wooApeg z wooJPaB ?,I su¢2m¢abWmdll 9tOZf049 9 I 1 - SWV3S vuu� Iqnd aw+cwl 9{fR101/G S O3013M/MIANIA139HS 49M NOLLdIaOS90 31Vo Am I I I• I !�/ 'I .1 '....J I — .•.fie s i G wooJy3eg 9M I : , . u•:f r-t _ 0 .r I 1 w00ly3eg NNVId IANIA i 3 I .0•.4 -.t _ •0-A, r - — OOVTdl3HS uanlwldJl]0 asn]all10 A¢C JO/nOI55n1Lid¢�LLLM - — 1 n,.j po qq.'W metg0•Ary°pofad s1y1no as •c ,—� ro ff 11�1 'aol,��g leuolssa�oldpweullllnDl s,la.11gtry agl'Z _—_ I 1 .°� III 1 9n HIMOO s 'n¢I 091 OZ jgA0Adol'I WOOl0VOa9-13daV0 _ r L I to I ...® __. -CfL •"lTJ1�_ .,._ ..._.-... .J 99M En zn � en 4N303� HSINIJ �1001� zn — ooasdl3HS tiU In rolv�u � to A4u3 L4M a a u`l � fl. R 3 3 — I•_ -i OOa 8 dl3HS! - 1 OOa S d13H5 - .9-fi y 'uOI6u!IJb - -- - - — - — - u !!n, _ - -- — ,� - 3N anuMany 4jLL 60ZOZ ya - i--- - —� T � �.i� —,� 5-•- i y Z9M IV woapag _ = Z9M SyNL Z _ tt i LSIuau!}Sanul sn "( L--- -�� 4+ 3LwooJpag 49M ��j I 1 V a/V\ 3SIMa3H10 -d3a Q L9M ( __ _. - Q Q d3a u 0 b u l i MUM SS3lNn'HOWBINl 13SOl0 IV 30tlj On1S Ol bL'Ztl t- I o 4 uea .- 30Vd❑n1s.Z-.Z 38V SNOISN3WI013S010 IVOld U 'A I LyryL OOa 9 d13HS `1 JJ '3SIMa3H10 031ON SS3lNn I I *.q p 07 SL'9V J33HS NO L 3 SIMMIH SN3HO11N SS3lNn w9l 'n l►9µ I-, •y ;� -.3 — �9M-- MA -Q-in� - J ua i o- "3SIMa3H10 0310N SS3lNn U'9V 133HS NO Z93dA13aV SWOOHH1Ve 11Nn 1V0ldA1 '1 ¢f _..-__..._ _ -. n 03 _ _ 3SIM83HIO 031ON SS3lNn _ - I I r ' y�IN I _ I _ _ _ LL �I a�d I4M 3dA13aV STIVM 801831NI IVOIdAl 'S Z ua 0 1 - - -_- WOOJI{{eg I saavanrols y LB -0 1� p_ OOMYi13H5 — 4 :e s•.s Alll191SS300V.S 3dA-L 133W lT1HS 3 ONV '0'O'V 3dAl SDNIOIInB lV SllNn a00ld 1sau 'a Y •t••T3 -- •! MO Q d3a I lt9V I ® MO 0 3 • 're ONV'E-B'Z-S'L-9 S11Nn:SOaVONV1S f9N1 4 ONN ALIIISISS300V.V 3dAL.133W 01 O3NDIS30 -•-� _ l 3atl S1JNn IVI1N301S3a DNIMO110d 3H1 •O ({I7 f -S310N ONV SNOISN3WIO V -0•F - - -•— — V a0Ia31NlaOd SNVId ANn IVOId),imu eu 'd uayo�IH II Zn '1N3Wd603 ONV SBINOSS300tl I °J ltlaD10na1S aid Mmoo —► O31NnOW--nvm a0d S1HDI3H ONIINnOW ldan1O0a1S Lad M•VI iO0 J r l .,, / L9M IVOldA1aOd LO'9V133HSO1a3d3a 'O y - a !� f zry ; _ fti WOpa BWnIl -.0•-"'4 'S30NVa-10 WOO Su a000 lV0IdA1 NOd ZO'9V 133HS Ol a3d3a -N II E91J. AIS MO SONIMVaO NO NMOHS 1 s SV'S30NVaV310 ALIIelSS300V JIV Ad1a3A 'W 93 LNf1 WIS bl 31INn I esM' ICL .e•.L n O '1N3WdInO3 031NnOW 9NI1130 NOd NVId ONIII30 031031d3a Ol a3d3a -1 'SNOIIVOO1 ONV S3ZIS OId103ds I 'dOd SONIMV'dO OIIne/NDIS30 33S'30N31N3AN00 HO-LOVa1N00 aOd NMOHS S31MOSS300V L _ _ OOJPBrA r OM/LN3MdIn03 lVOINVH03W ONV 1VOla10313 'N I �►t5Vl 'S1N3W3a1f1O3a'O'9'1 aid ONlddOIS3ald HIM ^, �y''J 8 "013'11nON00'sionO'JNldld Ol O311WII ION ins I . L9M- GN4 ddO�' 19M 0NIOnl3NI'SI1VM 031Va Bald lV SNOlIV813N3d - l1V ONnOaV IV3S IIVHS aO-LOVa1NOO 'f 'IVOINVHO3W HlIM 31VNIO2100O I ! 'I Itl to LV ONV SNOLLVA313 aOla31Nl ltlan10311H0atl IV f9J11 EO LV _ I woov Gum 7 L9M� 49M Ol a3d3a'013'SaOaaIW'NaOM3SV0'SNIV1NnOd ',l-,Z� - -- DNINNIaO'SAVIO31NnOWlIVMllV1V03a1n03'd •E•.9 .9-,Z ', t�..1 S311Nf1 - •9.2-j •C-.9 SV WVW(]Noe a0 ONINOOI9 IVINOZ180H •S ZJ SnOnNLNOO 30IAOad 11VHS aOIOVaUN00 'I DNIIIVa 88eJ01S _B6eJ0�$• 'SlltlM On1S aOla31X3 11V ltl NOVal OfLLS I IVAN 031VOla9Vd3ad on ltlal110na1Sa3d - ❑OOM H1V3N39 OV3e INV39 SnonNI1NO0AlddV 'H tFl en - -- - IV' '3AOSV N030 t9M _ I i ONIWVad/M03 Ol SnOnNUN00 39 IIVHS SllVM DNISIW30 031VaD tlafl.LOna ' lls aid NWn100 OBIA O a0 X3a1-M330 -NO3O '0310N 3SIMa3H10 SS3lNn 3A09V ONIad -- - ,WV 8 moo 1d a0 NO30 dOOa d0 WOJ-LOe O11HO13H llnd 3atl S1T/M On1S DOOM DNW39-NON aOla31NI 11V 'd I rA -NOIlOnalSN00 ltlanlOnalS aid DNlWVad 49M 'Y - qgM DNIIIVa llddOS ONV I113'a3OV3H ONV S311BWBSSV ti - /M O3AO'dddV a0 X3a1-NO3O-- lVJ3W O31VOIat3Vd3ad - — - — ltlanlODillS aid N.M. - - — dOOa-01-TIVM'IIVM-01-aOOId'NOIIVONO Od - _ - _ - _ - __ - __ urn:•1¢296Y,H'IwW +N+O r+en°¢la'W 14H g[t1 -OI-'dOOld T101dAl aOd SlfVJ30 d0 NO11V0O1 - .dOd SN01103S ONIOlIne ONV SNVId a0OIJd 33S -3 IV CO I I .9-.E Inrva•a7ap.•aea parr -ut-4 IflCef.LC1'II+e '0310N3SIMa3H10SS3lNn 1HDI3H llnd 38tl SIIVM aOla3lNl IlV'53119W3SSV .l-8Z .0L•.f I 4•.6Z NOI10nUSNOO 1T1M IVOIdAl NOd S3dA1IIVM 33S 'O "031ON 3SIMa3HLO SS3lNn DNIN3dO HSINId 013aV --- -0•.Z9 531113a ONV SMOONIM'SaO00 ONI VOOl SNOISN3Wl0 -0 /M a id DN IWVd ONllltla 1V1'031ON 3SIMa3HIO SS3lNn 03AOUddVlJ0X3al-Ji03O 3ld I I DNIWVad d030Vd 013aV SNOISN3WIO aOla31Nl '9 I 031t101aeVd3ad 'O31ON 3SIMa3H10 SS3lNn DNIWVad d0 BOVA 301S1nO 013aV SNOISN3WIO aOla31X3 'V SMON W63N39 NVId bOOl3 °• ltlanlOnalS aid NWnl00 !� ltlaniomLsa3d NWnl00 f t•3 L•3 � Zt-CV t•3 � - rt LV C I f 4 C � 1 ,.o-.L=.tIL �^ - C4 ulpl!ne Z Sg!lddV uBId Joold PuZ 3 uippq L WZ/9/6 uoljoni}suoo ' Jol panss! 1.00 ISb' buinneaa aaaiW Ueld V J0013 PuZ - 3 buippS l .4-.9 .G-.OL .Yl .1'At .t24 I .G•A{ .t•1 ,JI,�y£ ,L-At • Ll'9V /lt.99V\ on,atcB-W-N zN1VJAVJ 001 r N01 ddD C 6 A8O,3:SJ3HJ ll-9V .Z-S 1MS .Z_f 31n03H0S N3d NIVS 49M .Z`,f Iatiml I gy E9M srnloH Gno0 -N,DVAVW 1J]fOMd 'MA6 ddO C9M 9tl EBM I cuanoi51�4a'P1 �t1O1J31110 JJ3,0tIJ —•---- 'AQ03AOHddY .... .-. 1 9V I � - LSOWIOZ 'M901V1\1J3(0Md C91A 1 �1 E9M I 49M I rym I �r1, I 979M . � 99M I J4d2O.il `/ 1 '•••••-,•'•••,.•.•'^.•'•..'• H1d30.ZL— V ONIAl3H5 NI llln9 i ONIA13H5 NI-1lInB _ •ell?'t ! .Ut 9•.t lVf: - _ •- ...Z4M.� ....-L. I OOOMAId NOOIj 30VNO-LS I I Z9M I L9M 1 I W OOJ B t9M'' Z woolpee '- 1 Z wowpae`— Z w00i4ae8 e wooJpog £wooipes Z 43 8 iU-1WN Ilu dl 910A0119 9 SWV3S II ) j! +.d fwlgloB ponsill 9tomil9 s 03013M/M IANIA133HS '".'''.'"-',''.•'.•}}. I I I( I�-� 'II Noudlaos3o 31tlQ ttwW D i t Ona4r3 i L .o-.r —I 1sn5 4 wooJ43e8 ® I _ wooJ43eg o-.4 J-X O.r v _ t o-.4 NNVId IANIA ! --QON 9 3 i311S - uananpoodw io asn�aylo 6uc iol uoiss!—d uanum i n' j s,toauyaiV mw90'Flon laafmd s.M uo asn io j.E _ \ .�aSIsuola3jo,yjo 1tlwp ul s'mlly+lV ay1'i 1 � �'� 4n M 9n I I 'wCA'Vt43MA09l0Z 1p'u<doyl WOOIOVOTJB-J3diIV0 ® I 1 Itp Zn �� - siemmcryslyJ, fn l�'J zn 0 t AN1N3 aN3J3� HSINI� 2�00�� N n �----' t4M ti�LL3 ' lA 21tl19 Fin I u OON8d,3HS —, 1-- It z�� I I \ i L+S 3 ev owl 1111 00N 4 j13HS 1 - s [ 59M .9•.6 dM`uoj5uIjjv — N i 3N anuany y;LL 60Z0Z i i °' ld 99M _ �� - II Z6M ! 4Ln woolpagil ', `SIUE)WISOAUI �woolpa8 Ls �m --- O - I ulu3 O- - --- 9n" m �l UD ��I 3SIMN3H10 j3N N 4 f bL - 7 I �/ a/I n O310N SS31Nn'NOrd3iNI 13SOIO 1V 30tld On15 Ol ' 33i! Q i q 03Q I L9M O O i V l V l 30tld On1S..Z-.Z 3iib'SNOISN3WI013SOl0ItlOIdA1 'A 4L N L I "351MNBHIO Q310N SS31Nn 0021-9 d13HS 0O7 9V9V 133HS NO L 3dA13Ntl SN3HO11H llNn lt101dAl 'n _ 3SIMJ3H100310N SS3INn L l'9V - "6-.B 1 pin § L9M .6-,g > 133HS NO Z9 3dA13Ntl SWOONHIVB 11Nn 1V01dAl '1 ...... I _ I l9M p3 p3 0 ` I ua 3 I1 3SIMN3H100310N SS31Nn _� _/ z 4 31H M0 I w0OJ4C 13 .I ."""' ... 0....Oy"".... I Ma 4�1m Z LL L4M 3dA13Ntl SlltlM NOIN3INI IVOIdA1 'S -- u J �� 'SONVONV1S ,pl;Z ` B-.9 �,E --- OOU? AlIIIBISS300tl.B 3dAL 133W lltlHS 3 ONtl }(.'.�� ! •f-,L Y '0 b'tl 3dAl sommIn91tl SANn.001d 1SNId 'N 69M I L/ Cff) L. tCSb' ,I •d321 'VB ONV'£�'Z-B'L�S11Nn ISMIVONVIS , L �J AllIIa1S5300V.V3d'd1L133W0163NOIS3O '`- I a 3NV S11Nn iv"'-%W3d ONW4=OA 3Hl 'O +i'1s" i > E9 'S310N ONV SNOISN3WI0 NOIN3INI NOd SNYId 11Nn IVOIdAl Ol N3j3N 'd -% I to ! uayo�� '1N3WdInO3 ONV S3INOSS300V �— IVNnJ.OnN1S N3d NWn100 r 9f1 P' Z lVtlnlOnalS aid NWnl00 03INnOW-iivm NOj S1HO13H ONI1NnoW Z9M 1VOIdAl210J L0•9V 139HS Ol N3AN '0 &3/. -S30N"V310 wooa 6u1A1-1 "L� _..I]6u1A1I NO00IVOWU NOd Z0 SIV 133HS 01213j3N 'N MQ I Z ONH dd0 f9M SONIMV80 NO NMOHS I YVIS E9M 43 llNn WIS 9311Nn- SV'SBONV8V310 A1n191SS300V IIV AAIN3A 'W .�1 rai '1N3WdIn03 031NnOW e , ONIII30 NOj NV'Id ON11190 03L031j3U 01 N3j3N -1 --• 'SNOIltlOOI ONV S3ZIS O1:103dS r ; NOd SONIM"Cl OIIne/NOIS30 33S'30N31N3AN00 z{•py _ NOlotlNlNOo NOI NMOHS S31ljOSS300V - 170OJP�9 Z 0NV 1N3WdIn031tlOINtlHO3W ONV ltlolNlO3l3 'N 'S1N3W3NIf103N-0'9'1 N3d ONIddO.LS3NIj HAM RIMS "p13'IIn0NOo'81O(10'ONIdld 010316NI1 lON ln9 �' t9M t9M ONI0n10NI'S11VM 031VN 3HIj ltl SNOLLVN13N3d WIS + l TV ONnodV IV3S IIVHS NOi0Vd1N00 'f I 'IVOINVH03W HIM 31VNI0i1000 I I{ ltl EO ONV SNOIltlA313NOW3INI IVHn10311HONtl -Y LV .....�..... co ttl 69MMw• Z9M I wooa 6ulAl� ttz - OlN3.AM'013'SNONNIW'XNOM3SVO'SNItl1NnOj _t-,z 69M €. ONINNINQ'SAVI 031NnOW I1tlM 1IV lV 03NIn03N ,.E-.9 .9-.Z I .531 lll�n I Z9M •gz € �E.9 SV WV'3B QNOS NO ONIN001B 1tl1NOZINOH 4 SnOnNI1N00 301AOHd IIVHS NO10VN1N00 'I �BeJO1 62J0l O.LBV4 4 'Slivm On15 NOIN31X3 iiv 1V Novd-L On1S L 1tl13W 031VOIN9tlj3Nd DOOM H1V3N3B OV391NVIV3S SnOnNI1N00 AIddV -H lVUf110flN1S>:3d � 19n -.... - -3A09tl N030 DNIW MAI!M03A0NddY ` N --N--• \ of SnOnN11N0o 3B TItlH9 S1IVM ONISIW30 031VN 'O NO X3N1-71030 A ltlNnlonNlS N3d NWnl00 '0310N 3SM*d3H10 miNn 3AOBV ONIRVNH ...... D9M 9tl 3 NOO-U NO H030 BOON j0 WOJ1O9 01 IH013H Ilnj ..�. eft f \ 3Ntl SIIVM On.LS DOOM ONINV39-NON NOIN3INI IItl 'd lVNnlOnN1S N3d ONITNO '? 'NOIIonN15NOO ONIIIVU 49M ?J 49M /M 03AONddV NO X ll=HOS ONV IIIS'NJMV3H ONV S311O V43SSV wdn1omus N3d Mmoo NJ3W 031tl01N9tlj3Nd 3Nl30 JOON-Ol-IIVM'IIVM-Ol-NOOId'NOI1VONnOj pppr.•tp);ppyAtNWaw W+p1+u1++uY+W IRNAUI -01-N001-11V01,1-NO-SI-3010 NOI-01 N.I SN0WIM ONIOIInB QNV SNV'II N0011 33S -3 .9-.E f9M CO tV v+wcaw-�� zozs csssz>-lJ tst Ecsz•szraal '0310N 3SIMN3H1O SS31Nn .t•.BZ 1HO13H Ilnj 3NV SlltlM NOWBINI IIV'S3118W36sv .L-Bz NOIIonHISN00 IIVM IVOId U d0J S3dA1 IIVM 33S -0 'Q310N 3SIMN3H10 SS31Nn ONIN3dO HSINIJ 013NV r ' S311I3N ONV SMOONIM'SNO00 ONIiVOOl SNOISN3WIO '0 .o-.Z6 'o-A C Z•,f ltlllll.LOnNLS N3d ONIWVNj '0310N 3S)MN3H10 SS31Nn ONIIIVN IV13W /M 03A0NddV NO X3Nl-N030 ONIWVNj j0 BOVA 01,38V SNOISN3W10 HOIN31N1 'S 031VOINBVj3Hd '0310N 3SIMN3H10 SS31Nn ONIWVNd AO 30VA 301S1nO Ol 38 V SNOISNBNIO NOIH31X9 b' S31ON 1H2i3NEID NVId 2i001d ^ ltlaruonalsa3dNwnlop Itlanlpnrus aid Nwmop � fy ztYY tt'Zr f r3 i•3 c l s � _ r Z I s ► �.OW ueld J100W - OOOMAld 8001330tMOIS sS � 03013M/M IANIA 133H33H5 I MNVId IANIA UBId a3 C3 v aool� pjC - 3 Gulplrn8 L•3 I► blZtl I L Y ra y woolatloae-13datlJ ONH IVMtI1.OnSIS Had NWnl00 GN393l HSIN13 �:1001-� L-,LL r� .01-.E 6-S Y•Zl 6 S At .Y -d.L -d B-.b .9-.Z .Q•S .G•�Ol .4•.L •Z•8 I rnaaHOS Had WIS .L-.oG 4•.L aLl'rtre urinrH i ,�'IV1dVJM(Y. ZWZ/94 I O Tv d•.E - -ETM y4A A803MJ3HJ uoilowlswo w3�— - - __ _ - --.Y a- - r T \ 1 -�•_-•.>- <-- a=�y Ewn I ra Ct4JOH OnoO lfdOVNvI\Y1310Md I �' 1 I cm I TV I ` I 'V I Il ►u�n1s1^r�PIW aIo1�3u3o 1�3roMa Jol panssl p I Linn - - - _ t9M i :As(RAO11,14Y Zs0•bIOZ 1138Wf1\L13roHd t9M - - — _ _ -__.S - - - - - - - - r \ -H1d30.ZL- I, ONIA13 S B•3— i - _ - 1 `J I ONIAl3HS Nhllln9 f 9� - ONIAl3HS NI-11I0B ' �I 99M I. .D19•.L Lc 9-A Z wpolpeg Z Woompas Woolpag_ l ZWOoa4jeg ZQ P•B L9MJ ZJ I tAx I L WooJpagrA �Ic w-bkll—di 9t0mve 4 '.'Od Cna tw^7ll 9lfmI/9 S I A•A_.i - ^ I I A•.r I r _ A•E - NOHd180536 31v0 MMVW - i 1 I f9�n Hnnoa vn I uou:+n4oulal In asn r.+q:o Rue J uortmwad uauun - ��, I b9M �� saz+gyary mrulO',(ryo laafold ltgl uo am ml c I V I� l-u_i 1 �LO• I ,�.�1 Zn Zn- •aowag leuolssa/md�o a�lonawq s,loongagr mL7..Z _ -- _ _ -._ -__ I`��••�r -._- _ '�nl'NVIV3:tA0 9IOZ lgsuAdoO-1 v I I \ I ' :n Su?mrip s?gl I —OO8 T d13HS S9M •--�---008 8 Al3HS a Zn 9 g o - L� N H `,\\'fin 1 rA I �3 4 zn % I L ►L Lv U K2Y C 9 / Ct; .9-.9 59M Z9M I _ I m - -- - AOM 9 2113HS .o OOMT3l3H5 _ 'I I i•b a \ .4•.9 ' - _Dim Zn `II l In 9n N Zn I I �J �J OYM JIM2n •" 1 -- /Q VM'uo}6uIIJy I m `� z9M nn 3N anuany 4jLL 6OZOZ e lt/ LUOOJI �- --- - - y 00H Y NHS 0- - --- I W OOJ4108 - 111 - � a �;- •�•,•, LSJUE)WISGAul I I Q 4i '338 Q 0 UgQ I -- -- , 0 0 _+38 Imo E9M l.J I p T 4 I• l9M _ �` �../ /�� n I 149M uo16ulli V C]m 3SIMH3Hl0 4 �' cf O 1 I 6•.9 I I _ .W O310N SSMNn'8OI831NI J3SOl01V 30vA On1S Ol Oin• i s�Nr8 �1 J 30V3 On1S.Z-.Z 38V SNOISN3WI013SO-10 IV0IdAL 'A ^ ��5 t _ ___ _ _ •__ I O } OO7 '3SIM'd3H100310N SS3lNn I ll'9y (] pl g Uet-j Ua49�1-H SL'9V.33HS NO L 3dA138V SN3HOIIM llNn IVOIdAl 'n Z 008 4 313HS 3SIMN3H100310N SS3lNn L L-9V MK� \ Z4M a vV 133HS NO ZS 3dAL 38V SWOO?IHIVS 11Nn IVOldkL '1 -.- I It �l I -•- - - \ I �4f MO338 I 4 Cn MO f ' 3S13v183t110 O31ON SS3lNn - - -- j 0 OW dd0 ."-.9 LL Jed LbM 3dA138v SllVm)JOC3 NV1S S I ►-.9 'IV l 1 At5 I I KUUISS300V.S 3dAL 133W IlVHS 3 ONV I __ e0'v3dkLSONIOlIn91VS11Nn800I31S8IA '8 '6 •Q > l Ln I�? '1re ONV'E-9'Z-f3'L-S SlINn S0dVONVIS 1V8n10n81S 83d NWnl00 AlIIISISS300V•V 3dALJ33W 01 O3NOIS3O U84301 z I g Sn 38V S11Nn IVI1N30IS38 ONIMOIIOd 3H1 'O YL'BY OOM 9 •L 8n10nH15 Had NWnl00 -S3LON ONV SNOISNMO L I -� ' 1tl I 2IOW 1NI 8O3 SNVId 13Nn 1V01dAl O183d38 :d I Egf/,- 19S 0>b3 dd0 1N3Wdin03 ONV S31HOSSBOOV I l� MO 313E+5 'IY16 031NnOW-IIVM 803 S-LHOI9H ONI1 W NnO �a I W002J fi111A11 IVOIdA1803 L0'9V 133HS 0183338 '0 WOOjj♦3UTAn t In •0 'S30NV8JV310 i - L311Nf1 e 80001tl01dA180A ZO.9tl J33HS 0183A38 'N I 0 63 LINn - _ -, WOO�peg SONIMV80 NO NMOHS L9M I O J SV'S30NVUV3l0 AlIlI9ISS30OV lltl A3183A A l '1N3WdinO3 O3INnOW Z t 1 f bl'9V L� 9M ONI1130803 NVI.ONIII3003103I3 83338 'l y l9M r SNOIltl00l ONV S3ZIZI50l013103dS 1 O':d 6d0� Z BOASONIMV80 OIIneiN01S3033S'90N3IN9AN00 °f N V81NOO'dO3 NMOHS S31HOSSBO0tl 1'1Yx WOOZJ(1111A11 ONV 1N3Wdln03 IVOINVH03W ONV 1VOW10313 'M ,-' T 'S_N3W38In038'0"9I 83d ONlddO1S38IA HIM I O Ltl 83 JJNn -- E9M I V`V> EO - E9M "013'lInON00'SI0n0'ONldld 01031IWIl ION ins ,��,'� EO 49M ONIOnl0N1'SllVM 031V'd 38I1 11 SNOI.I.N3d {cs..l lIV ONn08V lv3S llb'HS 8O10tl81NO0 'f .9•d •C•.9 -lVOINVH03W H11M 31tlN108000 7, .E•.9 �.9•.Z - 1 ONV SNOIIVA313801831N11b'8fll0311H08V J I 6Oj ' B6elbjs 4 0183338'0J3'S'dO881W'M80M3SV 'SNIV1Nn03 ONIlIV8ltl13W 431tl9M8M+38d r ONIMNI80'SAY1 O3INnOW llvm llV 1V O38InO38 ZO { F.-.r rA SV WV3S(]Nos 80 ONIM0019 IVINOZI80H l - ? -L SnonNI1N00301A08d MVHS 8010tl81NOO 'I L- 'SllN3❑n1S 801831X3 n ltl M0V81On1S �O a ISM 'L I DOOM HLV3N3S 0V391NV1V3S Sf100NI1N00 AlddV 'H 49M '3AOStl M030 ffl Ol SnonNUNOO 31311VHS STFVM ONISIW30 O31V8 •O 1v8n10n81S Mad NWnl00 - '0310N 38IM831-I10 SS3lNn 3AOSV ONIWtl83 ^ - - 80013 80 M030 3008 30 WO1 LOL3 O11HO13H llnzI V I _ - — - 38V SINM On1S DOOM ONIBVM-NON 801831NI 11V 3 'N011.0n81SN00 1V8n10n81S 2l3d ONIWV23A fM Itl O 49M '9''L 1J33 X38 0S ONV I1IS'830V3H ONV S3IISW3SSV 03A08ddV 80 1-M030 BfigZ-I gZlIfi YM'n�a^3 a^uO maLA aupryr lent g;Ll 3008-Ol-lltlM'lltlMbl-80013'N011vON00A Z-.E �.0•.9 �•—J -01-80013 IV0IdAl 8O3 SllV1303O NOutlOOI . 7J lavvmuayipmaini zozsnsz m-I tg rm szrwl 803 SNO1103S ONIOIIna ONV SNVld 8 9•E 001A 33S '3 '03ION BSIM83HIO SS3 INn .L•.1 .6•.9 .B-.9l .9•.E 9-.tL .B•.9t .6-.9 .Z•.Z y 1HsaH lln3 38V SITdM 801W31NI 7V-S3IISW3SSV wHn10n815 83d ONIWVBA ;-,► d-.6Z N01lomUSN00 llVM lVOldA18O3 ll SUA1 VM 33S '0 I .L-.eZ HLIM'03A08ddV 80 Xd81-M030 0NnivH '0310N 3SIMH3H10 SS3-INn ONIN3dO HSINIA 0138tl lv13m 031tl01HSV=l38d S311138 ONV SMO0NIM'S8000 ONIltlOOI SNOISN31NIO •0 '0310N 3SIM83H10 SS3lNn ONIWVHdO' 013tl SNOISN3WO HOWEIINI 'S I b2n10n81S 0 3d NWn00 I l00310N L Had NWn I 3030tl3301S1n00138tl SN WI0 8 OISN301831X3V S310N 1112l3N3 �d b001 I a Lt'cv 13i 4L'Ztl E Y £ Z I S 4 ° t S f uel�l�ool� piE 3 ulpllne aooMnldaoold39tlao1s I £6 UlPllnB o;sajjUad '- - - L s3HS � 03013M/M IANIA 133H5 NNVId IANIA 6ulnneaa aaaiW ueld aooj� piC - 3 buIppq ® V3 C3 bl'Ztl Z3 ll9Y 13 Woolatloa9-i3davo tt'yo Y ONH dd0 L f ['� J �j 7FS r iv-druona15 a3d NWn aN3J31 HSINI7 aOO�� .9-,b .e•.t .6-.9 .P-ZL .E.9 AL-.E .L L-.LL •P•9 d-AL .l,-.L O .1•DL •Z:E L-.OL .9-�Z .a-,z I I 31n03H05 a a1V1S E9M —I 'I •Z.E 'I Y E`9M aymLe9 u.V1eN =NIVLIVJ 001 LWZ/94 E9M 9tl .Z•.E .—_—. E9M _ •C r - 1 — arv/oH 6no0 :Y3`JVNVM.03fOMd uO1`on.l SUO^AH3 !tli r — .• ••• 9H) E9M S9N, 6 e9M S nra al9MMN1 MOLJ31110103LONd enSS aoI a r C' h9M :,\8 01,101lddV t p I Lim - , no-noz -9301V IN 1.11fOwd I,QO I S V — _ — _ _ _ t — 'Z 9.3 9NNl3HS NI-llln8 I HLd30.ZI 9NIA13H5 NI-llln8 I 99M ggly, 2!I 9-.t� Z W0014;e8 Z W0041pa8 Z woolpas j Z WOOdy128 i Wooipa8 I ZO I l i L9M I L WO01pa8 auolW+fa IN—dl 9;OUOIN 9 1!.tlWd !MI^6 WOSfi! 9tOL10LM S F' .IY,E I .Ub I I .0-.4 � _ A.0 1,1OI1483S30 31V0 mdv. — -_ 1I uonanpwcl�ao asn ny10 hue 3q1—ss!—d ua0um r-zn s,taal!q.+V melg0'•flun lnafwd-.puo—j03-4 Zn Zfl _—yH 9QM O " � zn ! •wlNag leuorsseJay)n luwlwtsuI s,ln vww ayl'i '�I'A'V{\71JLS0910Z nf1u:doO.I .—.—.—.—. —rJ auso�as ssaaeswl 1 :sr 5ulmury sigl Zn OOa R di3H5 ( OOa R d13H5 b Zn N rizv 9 € In i 61Iu 1 IC1yu 3 zn — — 8 1'1'LV L -00a R dl3HS rr 'y 3 .9-.9 .9•,6 I O OOa R dI3HS 0'3 DIM — — — — — �/"1 m — zn q CO-3 VM I v L'9M 3N anuany y}LL 6OZOZ Z6M $�— Clomv:nam 49M Lx .I :.II4 l 3Hg @2M 0 6 B d_ OLd wool1le8 O Od3a uaa O O 0 - 3a l I oolyle 8 s —_ __..-......... q 6,B �� I Ej 19MtSIU8W}SBAUI i 1M E-9 M tlUOj6Lll.d QA ' 35MOal3sH1O0 woo 'A 30tld❑llS.Z-Z3aVSNOISN3WIO13SO l eeL gm uayo �{O310N S53lNnaOR31Nl 13501O ltl 30 /LTV HddO�pQ� �"� " 41MNBH0OSSalN wSOBI 1 bOI9V9V 133HS NO L 3dU Batl SN3HO1N llNndLL 'n '3SIMa3H10 0310N SSBINn I v9tl —O 133HS NO Z9 3dA1314V SWOOHH1tl91Nn ltloldAl '1 MO l N SS3lNn _ MO IM 3d13NV SlVM Nola3NltloldAl .S ¢LL Wd soatlaNtlls _ lam- AlIllelSS30Otl.9 3dA1.133W llVHS 3 ONV — —1 ''a = C9M Y1Z9y 1115 "_ _ . . 1NII n .6••9 — ltlart10na1S aid NWnl00 '0'O'V9dA1S9NlO1n91tl S1N a001d 1Sad 'b-eONV'C-s'Z-G'-8 S1INn:SONVONV1S b uayaalN 9tA1nI81SS3ootltlA133WO10jIN01S3O 3UVS11NnitlLLN3OIS3a9NL%MMOd3H1 '0 O kH 110 S310N ONVSNOISN3WI0 w8nionalS a3d NWnIO d1Nn lVOldA O a33a 'dddO MGaOla3lNl aOd SNVI CON R d13H5 1N3WdInO3 ONV S31a08S300tl W002!6UTA1 7 0003NnOW-IIVMa0d S1IH013H ONLLNnOW 6UTAl1 IVOldAla0d.19V 133HS Ol H3d3a _ SaOWNY310 E9M n uNn 6311Nn � a0001VO1dA.L NOd ZO'9V 133HS 01 a3d3a 'N ZO _ wooipaB . O _ r SONIMVNG NO NMOHS SV'S30NV8V3l0 AlL1IeISs3ootlllVAdlA -- O-1N3WdIn03 O31Nn3W tt 4V1 O f Z 9NI1130 NOd NVId 9NI1130 031031d3a Ol a3d3a 'l f L<y,; YL 'SNOl1V3Ol ONtl 53ZIS OId103dS Z ONH dd0 NOd S9NIMtlaO all 33S'3N31NEIANOO dF W002!6UTAl1 'WIS NOlovN_LNOo'dOd NMOHS S31NOSS3OOV ._..... ........ ONV-LN3WdIn03-IV0INVH03W ONVIVOIN13313 'N 'SN3W3a1f1O3a'O'el aid 9Nldd01S3a1d H11M 6O I (�I 9311NI1 49M LV EO "013'lInON00's1onO'ONIdId 01031IW11 lON 1118 E9M �-11. C9M C9M 0NIOnlONI'SIIVM 031Va Bald ltl SNOI1Va13N3d { Z9M I ONnONV'ltl3S llVHS WiOV81N00 'F •C"•9 •g•Z .9-.Z - .E•.9 N TdOINVH03W HIM3iVNI0a00O KM LZ9A\. 6e/o� ONV SNOLLVA313 NOla3lNl lVan1031IHOHV hd6@101 01a3d3a'O13'Sa0aW a1 'NaOM3SVO'SNItl1NnOd 9MIIVa WO3IVORI9Vd3ad 9NINNIa0'SAV-1031NnOiN lIVM lltl ltl 03Nm3a rat I Zn "1 Stl WV'39 ON08 a0 ONINOOIEI Itl1NOZ1a0H rZ� SnOnNLLNOO 301AOad llVHS MO1OV81NOO 'SIIVM On1S a0Ia31X3 liv ltl NOVal Ofl1s CV DOOM H1V3N38 OVS81NV-IV3S SnonNLLNOO Alddtl -H 49M 3AO9V N030 O1 snOnNINOO 3S llVHS S7VM ONISIW30031VU 'O 1'911, y 49M 1b21n10 15 a3d NWnlOO '0310N 3SIMa3H10 SS3lNn 3AOBV ONIWVad doold a0 mom dooN d0 V40llOS O11H913H llnd 3atl SIIVM On1S OoOM ONINV39-NON aOla31Nl lltl 'd I CO Ltl lVafilOnalS aid ONIWVHd IM Wouona1SN00 03AOaddtl a0 X3 llddOS ONV 11lS'N30V3H ONV S3118W3SSV M,e:•10.'YG YA1'1 V �4jd�Lt M"MV LAM*ILI d00dO1-IIVM'IIVM-Ol-'dOOld'NOI1VONnOd .0.9 `{ •Z-.s Ol-NOOld lVO1dA1'dW SlIV110 d0 NOI1VOOl uvnruas[vsunu tnM..Lzn+y 1o1cKi6ttau NOd SNOli33S ONIOIIns ONV SNtlld 8001d 33S '3 _ _ .6,8 •Z L 'O310N 3SIMa3H1O SSEMn •Z-,Z .6-•9 .9-.9L .9,E .9 LL .YEL 9•E N913H llnd 3atl Sllvm a01a31Nl lltl'S3ll8VGSSV - .L_6Z AL-.K HAM'0 AOUdduLs d OX31LLd .L-,9Z N011ona15N0o IlVM IVOW-L UOd S3dAl 11VM 33S -0 9NlllVa HLM'03AOaddtl a0 X3a1-N030 _ '03N0 3SIMa3H10 SS3iun DMN3d0 HSINI6013WV 1V13VI 031VOl8GVd3Nd il3a ONV SMOONIM'Sa000 ONLLVO0I SNOISN3MC 'O 10310N BSIMU31410 SS3lNIn ltl2{fN119moO S ONNWad d0 30Vd Ol 3aV SLr01SN3Ww1 a01a31N1 '8 'O310H 3SiMa 3H10 SS3lNn ONIIYVVa! ltlafllOnalS aid NWnl00 I I' aid NWnIO . d030Vd30IS.LnOOi38tl SNOISN3W10a01a31X3 'V S31ON lb''cI3N3J NVId 2i0O-U l•3 E•3 'CY Z•3 1 Z Zt C bL'ZV Y S Z ueld fool.1Is ulplln8 Allunwwooc L WZ/94 uoljona}suoo I • aol panssl 9L'ZV , lvanlanals aid NW01O0 L oo I SdFK I I sueld pa6aelu3 V 6Ulplln8 Apnwwoo ,.. _ JOOdOMWlO0 -—-—-—-— - - - v 1nOdSNMO0 •Z-'Z I ' t -0-2 A•AI .0'b -0•Al .Mt r• I 03 '03 I .tlt Ot•.t AlCf•AL .9•.L .OBE-.Ot .UL 1-.1 �lNg w4WN �llY1ArJ HOf Had NWnIOO I c9m O I E9M O E9Or1 I ".190'dMJ311O ww�llSo 11d u6V1w6OfO1J I � A8 O3AOSdJ\' E 9M I - _ 4 I 1J3Od I- � Z90-mz :Uaw I 1 4 Y90 —_ _ __ - _- _ I r EO '-' EO ��,sueZtG 3111OIW'd?l3O �i V suo b1w dl 9LOMM 9 P-d T11-8D—1 910ZIOLA 9 ; __ II-M IqB!-H.E I.0• \\' NO11060530 31N0 NHV7! LLV'W d3O NIVM -( \ R ^C \ rA A.,.,q uu�d uauum ao Cc i a �0 4 :a,.n,auru!�lao,cluol�aro,a�s�l asu,od-E N > s , — i.vog leumssalo,d Jo luawmsul stoauyvtl aLL q NNtll U i d NIA - _'oul'NM3-AAU910Z0PAdol.l .! It O M Su!mcry sn11 � I •I l g 9 MOM woo-d WOOIOVOae-13ddVO aslOjax3 /q!u nwwoo c st2+r 9.2 00 L9M ON393� HSINI� bOOI� 9rW ' 00 dM `uo}6uil�y F - r.Lw 3N anuany gjLL 60ZOZ EEEEi o L` rt 9Y t9rn � I ♦ , • I !• -A 1H LnodsNMoo u01bulliv aM 0310NSS3lNn'HOIU3iN[-3SOIOIV3Otl30nisoi `I J 3Otld0n-LS.Z-.ZB2IVSNOISN3WIO13SOIOIVOIdAL 'A I '^I a 07 9t'9tl J33HS NO L 3d U H SN3HOlIN llNn ltl0ldA1 -n Q tO _ '351MH0310N SS3lNn L9V 2 9LZY i II r1Y1 �K-- •d L�9M133HSNOZ83dA13MSW002H1V811NnlVOIdAl 1 LJ t9 3SIMN3H10(MON SS3lNn at•.1 oL SOUVONVSt4M 3dA132M SltlM iO1J3 I S ' - ---'- - - _ - -- - A111181SS30OV.8 311133W 11V.S 3 ONV 'O'O'V 3dAL SON1011ne 1V SIM NOO131SLIId 'H • 9 • 1-90WC-S'Z9'L-8 S11Nn:S0-dVONVIS ® �'�.+ - ALlllGlSS3O0V.V 3d"133W Ol 03NOIS30 �� =! BHV S11Nn lVI1N301S3H ONIMOl1Od 3H1 '0 - i A 'S31ON ONVSNOISN3W10 }Q eO ONIAl3HS d330•t 3lnO3HOS?lad TJIV1S 8OW3JN1 8O3 SNVld AM TVOIdAl 01 H339M 'd 1 �� 2 '1N3WdlnO3 ONtl S3IHOSS300V _ 031NnOW-1T1M 60J S1HOI3H ONIINnOW I /1- ` 119 Y�Y.1O 9 IVOldAl HOd t0'9V 133HS Ol H333H 'O rF) �fi_ tow MOOD TV01d U J03 ZO'9V J-33HS 01 ME33 H 'N SONIM"a NO NMOHS I I l `1 SV'S30NVHV310 U1181SS300V 11V A3RI3A 'W ...:.... ` 0 '1N3WdInO3031NnOW y�a�y�a6Olo�Le ® '. 9N11130 HO3 NVId ON11130 03103'Id3N of a3d3a 'l IOpd rr •SN0IVO01 ONV SMIS 013I03d5 Aggon .......... I H03 SONIMVNO OlIn9/NOIS3033S'3ON31N3ANOO - -- 8010tlH1NODHO3NMOHSS918OSS30OV ''II ..... - ONV1N3Wd1003ltlOINb'H03W ONtl W31810313 -N - -' UawOM I I LL •• 'S LN3W32dlnO3H'O'8'I N3d ONlddOlS3813 HIM I UaNf - I _ "Ol3'lInONOO'S10n0'ONldld Ol O31IWI1 ION lne ONI'SlltlM 031tli13>lld ltl SNOI1tlNJ3N3d ••, a ONIOnI E9M. I lltl ON0021tllH3S11HI 31VNI MOOO f L9M- TdOINtlHO3W HIM 31tlNI0ifO0O ONV SNOI1VA3l3 H01H31Nl ivdn103llH08tl y ' 1 ltlHnlOnH1S 01 213 3 321'OJ3'S210HHIW'N?JOM3StlO'SNItl1NnOd NIW.Eb aid NWnlOO ONINNIN 'SAVI03.NnOW lltlM1TdlVOguinO38 SV KIM ON0a HO ONINOOIe Ttl1NOZ11I0H 17Jf SnonNILNOO 30lAOHd 7VHS H010VHINOO - 'SITVM On1S HOjH3J-X311V 1V NOtlHl On1S \ DOOM H"3N3e OV381NvivBs SnonNllNOO AlddV 'H - S9M l - 1� L3 •` t3 LO l '3A08V N030 PM -• - - �J _ Ol SnOnNI1NOO 39 llVHS SIIVM ONISIW30031VH -0 '03100 3SIMH3H10SS3lNn3AOSV0NIWVLId yI A.Z•y • I-+ _ ,I m - - 9 UOOl3'do N030 300H 30 WOJ-LO9 O11HOI3H llnd •�JJ I u I \ 3JV S7VM OnLS DOOM ONIaV39-NON JO1H3LNI 11V 'd R O a 4 I I I 4 'NOIlOn'diSNOO E - llddOS ONV 1115'?J30V3H ONV SBIIBW3SSV _ _ 1 Z.3OOb-01TTdm,I-Tv bl?JOOl3 NOI1VONn03 fII 1 1 /y8l ani•1w18 Y,N'L '8 •WO.+,I.t+�1�W 141f 91t1 -Ol-:dOOld lt101dAL H03 SlIVJ303O NOILVOOI l 1 I� f �7 * 1f1OdSNMOO I S15Od SIT13iLL `-/ •B_� NOdSNM00 MO3 SNOIlO35 ONIOlIf18 ONV SMIId ilOOld 33S '3 111 t i I I"9M 7j wvu.u)dyuuu =L;spt:gtafp( IslC9StRt P, '031ON 3SIMNBH-LO SS3lNn 1HO13H lln3 3HV SIIVM UOIN31NI 11V'53118W3SSV NOIAk lOn211SNOO IWMIVOldAl NOB S3dALlltlM 33S 'O _ _ - _ _ --- - -- _ - '0310N 3SIMH3Hl0 SS3lNn ONIN3d0 HSINI3 013?JV J t m 531113a ONV SMOONIM'SHO00 ON11V0O1 SNOISN3WI0 '0 l3NVd 3NOHd 1'9N -- - - - -• ---- '0310N 3SIMH3H10 SS3lNn 9 ONIWV?Jd 30 30V3 013NV SNOISN3WIO 80lU3INI 'e S8313W '0310N 3SIM2d3H10 SS31Nn ONIWtld3 TV31Hi0313 S•d I .L-ill L•.tt .O-�ZZ .9-.EL A•S d0 3Otld 30IS1n0 013HV SNOlSN3W101JOl89iX3 'V S310N-1"3N39 Ntlld 2i0013 1nOdSNMO0 c" a• r•.tE 0 L L-�OL E-BO .1 0.00 t"BO SJ3NOtlH9 SI113211 £LYV stzv t t Z I s r E uald JOOIJ puZ- ulplh8 nllunuxuav� J L WZ/94 uol;ona}suoo 9t Ltl Jol panssll y ltlHf110n-Had NWnloo Wo lS V f .6-.9f D3 03 Ueld J001-1 714 puZ 5ulplln8 Apnwwoo I Im _ .Z-,L I .0-.ZL j .0-,Zt .Z,L ` I l — 1V21n10f1H1S Had NWnl00— I E0 �T — oouec8 ue4lery NIY1dYJ Hof OOOMAId HOOId 3OtlHO1S 'A80371J3110 s 1oH�00 1 =139Vt4Yle 1J3fO1W ausnalg l�4>rW nIOJJH1U01031011d I I O M 1 �M - O E9M 1 '.1903AO11dd\• SW'd3S 25tYr:OZI 4138WfW 1J3fOHd a30l3M/MlkNlA-L33HS NNVId IANIA WOOIOVOH9-13dHV0 49M •w!t!wtiUwnd 9{OZNLN 9 -- _ _ _ -- 35tl1d3ifld�- - tk l .9•.S �a t_Nd P[.Hponssil 9101mV9 S GN3031 HSINI=l ?1001=1 O N011dWOS30 31tl0 MWW _ ....Z S .Oi•1 -.8 8 i— S•Z:{ L r-- '. - 1--OOH 4313Hs_ - - \-- WOO BLL •uop,npai;bl m m jNm 4"jof uo�%z d u.vu '-"C.1 - -' - -- -. - o s}v.y-No-At-aawwl��p nn—.1 E � - — ___ _ _ - _ a x'!"Sleuoiss)otd yn tu.+wmuul sloapyvy ayl.Z _ Na-- .-.- __ 91oz[yeHAdoJ L L•8311Nf1'_. _i _ L•90 UNf1 uNMn p sml y —- - _ I z•,f dM `UO;6ugay MO 3N anuany glLL WZ0Z MD yI i1 LeM J4j8g - - - 'LY 0 S}UE)WISeAUI _ - '°L9M I Lsoar = cn 4_ — rA f srzv 3SIMH3HIO 1 --/' I - � _--1, -�j �••� nn - -- �� '_� I ) I K Woa41e8 r U Q}AJ U I Ia V a!V 1 0310N SS31WHOW31NI 13SOl0 lV 3DVj OBEs Ol .. 'n - - - LL �1a�d 30V n1S.Z-,Z 3V SNOISN3103SO0 IVOWU 'A �07 3H10 0310N SS3lNn 0 'nS tld - /'1 -+ -_� -�,�-- •_t _ [_ � _ -- __ U_-_t—n-_ -- QC9V133H5 NO L 3dA133HVSN3H01N lNn ' L - '3SIMH -3H10 0310N SS3lNn LL'9V 133HS NO Z8 3dA13HtlSWOOHH1V811Nn lt101dAl '1 n 3SIMH3 iO 0N SINI jr! Lb M3dA13Htl SlltlM NO183I14I1tlDldAi 'S - - 'SMIVONVIS A111181SS30OV.8 3dAL.133W IIVHS 3 aNV -_tea - H 8 D'V 9dA1SON10lln81V SlINn HOOId 1SHId 'H - - - '— --_ - I- _ _— -_ - 'i sGNV'E13 Z-9'l9 SIM:SOHVONVIS ? -- -�--- - _ -InI r 99M AlII181SS30DV.V 3dA1.133W 0103NOIS30 -- _ -- -M- _ _ --TJtZ Et- - Y5 .ZIt B•� - 3HVS1fNnlVI1N301S3HONIM011Od3H1 'D - - 'S91ON ONV SNOISN3WI0 - .Z•.L—•►•,C�-=L f•S - _ - - i�GPWQ�. - - - - NIu3 fiulpuel HOIH3INI HOd SNV1411Nn1VOWA101213d3H -d 0NVS3WOSS3OOtl O - _ _ - ^_ _ - ---- 031 W'1N3WdIO03NnO -IIVM HOd SIHO13H ON11NnOW t -tom- ' lVO1dAl HOd Lo'9V 133HS 01 H3d3H 'O 'S3DNVHtl3lD - ` 21000 IV01dA1 NOj ZO.9tl133HS 01213j38 SONIMVHO NO NMOHS - .-- ^- - W� 80 -0.9 -Odtt 1' J D SV'S3DNVH'd310 ALn II 181SS900V V)JW3A 'W -_ 'IN3WdinD3 031Nnow 1�_ Ilt0Q�4j8 Lt 9V l I� ONIII30 HOd NVId ONI1130 031031d3H Ol H3d3H 'l f.'•8.7�.�n "SN011V3OI 0NV S3ZIS DId103dS HOd SONIMVHO OIIneNOIS30 339'30N31N3ANOD 1h1C yy HOIOVHLNOO HOd NMOHS S3IHOSS303V t41 _ - Ol'LV L G l L\', i 0NV.LN3VUn03 IVOINVH03W ONV IVDIU1031D 'N _ --1 6 OL 'slN3W3Mno3H'0'8 I Had ONIddO1S38=1 HIIM = - LbM { N011tl -- 8 '013'11nONOD'S1on0'ONldld010311WI110NlnH - --- O NOIIV ONi0m0Nl'SI1VM 031"3HId 1V SNOIlV21-L3N3d - - _ -` '-'� -- I liomus lV ONnow 1V3S I1tlHS 8010VH1NOO T it1M - r--a: molag o1 uadp U3diva N ymoo 'IVOINVH03W HlIM 31VNIOHOOD - __ _ _ __ tn._� TJ3d NWnlOD 131NI M31V ICIHOOV - �— VA3l3HOH ONV SNOLL � T• - OlH3d3H'013'SHOHHIW'11HOM3SV0'SNWNnOd ONINNIHO'SAVI 031.NnoW lltlMllvivaBuInO3H ' ol_,e WSV V38 ONOS Hl lV1NOZIHOH OIDHNODSf0fNLLNOD 301AdlltlHS OI l'3•9 t�.B-M- B-Z 'SI1tlM On1Sld VH L4•Z .0-OL xt It 9 ODOOM H1V3N38 OV381NV1d3s SnonNI1NOAlddV I •H '4 1,9M '3A08V N030 - - -- O1 SnonNI1NOD 38I1V'HS SIIVM ONISIW30 031b'H '0 O Q ,l• _ _--__ , 8 'O31ON 3SIMH3H10 SS31Nn 3AO8V ONIMdzi HOOId HO HD30 dOOH d0 WO11O8 011HO13H find I n I 0 0 - —. 3Htl SlltlM On1S DOOM ONIHtl39 NON HOIH3INIIIV 'I 'N0110n211SN00 llddOS ONV IIIS'H30V3H ON'V S31lGW3SSV 96Oz-iszes VM'ua+ans awO mal�a•.,aw isaq stt[vewary,[pm.•n ztzs•ssz'szt.J tste6santaa� flood-Ol--nvm'iTd M91-HOOId'NOI1VONnod _ - 9V - D -0 l-800Id'1V3IdA1HOd SIIV130 d0 NOLLVOOI HOd SNOIID3S ONIOIIne ONY SMfid HOOIj 33S -3 310N 3SIMH3H10 MINI 1HO13H llnd 3Htl s-nVM'0OW3INI llV'S31I8W3SStl I - CY NOIlomfISNOD TIVM IVO1dA1 HOd S3dA1 IVM 33S '0 _ '031ON 3SIMH3HLO SS3lNn ONIN3dO HSINH 0138V .O•.S 7j '\ .0_,S S21113H ONV SMOONIM'SHOOO ONLIV301 SN0ISN3W10 'D _ .a-,ZZ .9-.EL .0•.9 '03LON 3SIMH3H10 SSAINn .Z .ZZ E)NlWVHd d030VJ 013HVSNOISN3WIOHOW31Nl 'e E•,L I .0-.Zf b-.LE. '031ON 3S[MdBH10 SS3INn ONIVMH _ d0 30Vd 301S1nO 013HV SNOISN3WIO HOIH31113 'tl 'OL 2.8D f 0'80 1'8� fH31Nn0O30tS ►t 9Y O S31ON 7VIAN30 NVI MOOT- NNIS61 y stzY NIS CtYY t = t r I i f z 1 S I � ueld I00d IpllnB n�tunuauio�� L WZ/9/6 uol}onilsuoo aol penssl 600 IS`d .o-,as veld food bu!plln8 Apnwwoo II ] I I ONION3d IV1311 113-IVOId9tld3dd Nom uVLIUN •NIYIdYJ Sol 'A0 o3XJ311J snWH 0no0 I -290YNYW J.O3fOZId --"IS 1pv3" 'UOLJ33101J3fow 'AB 03A01adY LBO'4L02 I n1f38WnN1J3f011d I OOOMAId 21001d 3OtldOlS ZOO dd 910Z191N1 I N011dlilSS30 31V0 HdVN SWtl3S 03013M lM IANIA 133HS -uouonpmdai io osn iaylo 6uc i j no uuad unI— s,laaI,uc!s ojwd)61uo wa m s,lyl uo asn uoj'c I�f .uaS IeuclssaJald jop wnRaq s,laanyvV aILi NNVId IANIA --i XVIV7MAo 9IOZ Jg5uAdo3'I } :SI'111MeJp SIILL d 8 WOOlOtl0218-13ddtlO J t GN303-1 HSINU b001=1 v ,Uoj5UIIJv bpW 1f10dSNM00 3N anuany 4jLL 6OZOZ / 1H - 0 `sIUGWISGAUI I V a/v` 35IMd3H10 U 11u I I 0310N S53INn Z 1NI l3SOlO 1V 3OVH On Ol ' 3JtlH 0n15.Z-.Z BdV 3dtl SNOISN3WI013SO1O lt10101dAl 'A I �I O� '3SIMi13H10 O310N SS3INn LJ a 9L'9V 133HS NO L 3dA13*IV SN3HO11N IINn IVOIdAl *n �W '3SIMd31-110 0310N MINI LL'9V m 133HSNOZ83dA13btl SW0021H1tlS11Nn TJ0IdAL '1 L9M 3SIM83HIO 0310N S83lNn I L3 LL �aed LVM 3dU 31AV S1T/M if01GINIJVONtl L S ALnI81SS30OV A 3dAL.133W IIVHS 3 ONV r .0.0 V 3dAL SONI011ne IV S11Nn dOOIH lsilld -iJ ONV'B-8'Z-8'1-8 S11Nn:SOdVONV1S ALIIIeI9S303V.V 3d"JAM 0103NOIS30 3dV S1INn IVIJ-N30IS3d ONIM01I0d 3H1 -0 'S31ON ONV SNOISN3WI0 dOId31Nl dOd SNVId 11Nn IVOIdAl OI TJ3H32f 'd IOOd 011ne/NOIS3O '1N3WdInO3 ONV S318OSS300tl _ 031NnOW-Tl'VM dOH S1H013H ONILNnOW - IVOldAl dOH L0,9tl L33HS O1 d3H38 '0 _ 'S30NVdV310 d000lV3IdA1 dOH Z0'9V 133HS 01 d3H3d IN SONIMVdO NO NMOHS ,V SV'S30NVdV310 AlIlI81SS330V IIV AHId3A 'IN - — O '1N3WdInO3 031Nnm O ONIII3O dOH NVId ONI1130 031O31H3d Ol d3H3d '1 'SNOIIVoOl ONV S3ZIS 01H103dS NOd SONIMb1f0 OIInBMOIS3033S-3ON31N3ANOO dO-LOVdLNOO 80d NMOHS S3R10SS300V ONV1N3Wdln03 TlOINV-103114 0NV IVOINIO313 'N I I f9M-I 'S1N3W3dln03d'0 '8'I dad ONlddOJ-S3dld HIM "O13'11n0NO0'S1On0'0Nldld Ol 0311WII ION ln8 E)NianIONI'STVM 031Vd 3dld 1V SNOlJ-V8i3N3d ONI0143d T1V ONnOdv IV3S IIVHS dOlOVd1NOO 'f IVI3W 03iV3IM8Vd3dd 'T/OINVH03W HIM 31VNIOd000 0NV SNOIIVA313 dOId31Nl lvdni0311H3MV Ol d3H3d OJ3'SdOddIW'N210M3SV0'SNItlJNnOd - ONINNIdO'SAY1 031Nf10W 1ItlM lltl lV 03d1003d 'SlNM 0n1S 0SV WI ONOS d0ONINO Sn00NLLNO0301AOdIVHSOI3Vd1NOO ' t dOI 94A 1X3 lIV ltl 7IOVl On15 000M HIV3N380V3B 1NVlV'38 SnOnNI1NO3AIddV -H '3AOSV 31030 1 II { II i� If 1: II II II I '' 'I �.� I I. 1'. '.:1 ''�. .. II I .I) 1: I. !. II Ol SnOnNI1NOO 38 llVHS SIIVM 9NISIW30 031Vd 'O I - tl I, � !,.J I I' II I I II II I I I f I r 11 4t I �c n 'O310N 3SIMd3H10 SS3lNn 9AOGV ONIWVdH 1 ,!l(� fI n (I 11 11 n fI'� n n dOOIH d0 N030 dOOd HO W01101301 IH013H llnH 'ILII__�_____„j111__II_I_ I�_ II �L,_ _� ___ILIL _'—I� I. _1111. I I' 1 38V SIIVM 0f11S OOOM ONIdV38-NON dOId31N11IV 'd — - --- —� ------' - 'NOIlOnd1SNOO 'IL7r-- —— _.TBI__ _—ID 7QI il I. :I! Il T1 11 I' I II P lIHHOS OMI IIIS'd3OV3H ONV 53118W3SStl I I I I I I + I I I I 4 1111 _ I I dOObO-LTTVM'lIVMOl dOOld'NOIIVONnOH •0• I I I I I I'1 / I I I I I I I t - 1111 11 I I, 11 1' Yf.O:.lw'Vc YM'�Iau.V +u0 MAaul+°N�451'll:l -Ol WO-13IVOIdkL dOd SIIV130 AO NOI1VOOl ►"W I I I 11' I I I 1 4 I I I I {I I I I I I III I. Huvn uA, w Iu1cK"^/ dOd SNOLLO35 ONIOlIf18 ONV SNVId dOOld 335 '3 0310N 3SIMd3H10 SS3lNn I I - 11 lJ. J—.,... O I 1HO13HllnH3dVSllini tlM d01d31N1 lTi'S3118W3SSV — 'NOIlOnd1SNOO TfdM IVOIdAL dOH S3dA1llVM 33S '0 •-- �' ' -'03ION 3SIMd3H10 SS31Nn ONIN3dO HSINIH 013HV _ - U 531113d ONV SMOONIM Sd000 ONIIVDOl SNOISN3WIO'0310N 3SIMd3H10 SS3INnNVdEft .HH030Vd 013dVSNOISN3WI0dOId31Nl '8 / ltldnlOndlS dad NWnIOO'0310N 3SIMd3H10SS3INn ONIWVdd (' ) Sl3dl dV03O 'AV81SOd V3 @7 0L X 0 03dlVd @'7 Sd38W3W Slll381 BX Z HO 3OVH 301S_Lno 013HV SNOISNBWI0 AOId3IX3 'V S31ON 1d�13N39 NV d 230013 a 0'gy L-8O I E 4 E z I .0-.L=��4/L0 .O-,L-.b/L Z ueld aa31a4S IBJIU00 veld aajl94S 4}noS - . LL'Zb' T L WZ/9/6 uoilonilsuoo hi- .jol panssl B.,L 9 600 1S`d sueld aajla4S L ----------�---� \ I 911 lulod)SoM • I I I I I •tTt \\ \ enogyau0lno)ooa I I I I I Po91Bvvy 1NIOd NaOM u¢IB¢N !LT'ldt'J BO! I I I I I �AB7171p OZ%91 M�9 L JO„aBBo J3U�'NMIV AJ91M I I I I \\ \\ \ sw�alsroBw+w lfn.03a1a133mlld U8 o3Toxdav 4 ttarloz rnttLvnHJJetoba 1 II II I s \ \\\ \O \\ I I I I I I \\\ \ \ 3noaV We Z4 Olx9 { I II II 1 e \\ \\\ \\\ \ —qV i zu oLX9 1 \ �-1 1..1 1 £Ilt•ZV dtlO 1SIm YJ nvm nVgO HOIH 90L \\ \ \\\ \\\\ \\ U 4.I \ I II It I � zooaa mozrolrol I-ad ."ne B¢mBi 919Zro119 B •o•� 'uounnpadm�o asn�aglo 6uo��oolssnwadoaAum LEI / .•�y9., • � �/'s'\��• saaanq..wulggo'dryoloafoidslgluoasniol'r =_:..N w!S_ aalluag leuolsra�asd)oawnnwl s,laalAlUy ag1'Z - L___ - ' •°� \\ �\ /// `�'V�y/✓ w %/// '30f:\VIi 910Z t9ftuldo0'1 -CID__ II, .9•A / •• �• ^' ", "/r..\'•• :sl auvn-p slgl _ dol Iseaaid \ •• .. `� fi Ei —Ir11 II¢M nWO l4UOO I S3n039atl6 \\ //// •w l� " \ 3n09V M uno dooa dM 'uo;6uilJb' 3N @many 4jLL 6OZOZ -I c IV a ' �•-j `S}uaua}sanul = -= _}} R LEI wls uol6ullay aM 1:1o4 .0•.0 LL �Jed LL'Ld Ueld a31194S 4PoN 75 3 '\ '� .o•.B ' .o•�e etzv \ __-- -----I dOoBA9 nwo onlac ` / " Illil: IldtII n P / ? IIHM, II'II I I wIs to 9010dwoM Ii 9X9 q / Bfo:ItltBf Y:N'�vauy 4yµl re»1�¢V�I1 M1tN AILI \ , / .9 •i ro, \ 1 uvYwr.r),4"n�w L1:G'fr<SC1�'/ 1BII4iS�.G14+� A \ / / e-W W9 Z9 ii a�.w-SnojooU \ / \ / •czr — 9 eLzv E T E z 1 S Z I ' L b OZ/9/6 - uoijonaisuoo A-A aol panssl ueld}oo�-v uiplm8 600 Isv I I �- - - — - - UBld I1 - - - - joo2j 8 '8 `d sbuippq I 'I u n I n III I II 11 II uPwle6 ueu:crl \INi.INJ aO! III II w"S,auuaw NOl'�3MIO1J3fAiW I rl, !As CRAOnd,1NI �zs"loZ f[3111CflN JJ3fONdNOIlNOO,dO1S J�Ma_______ _--------------d)-LIsI I11 11 L� o•l/ 1 1—d bwWngWSMI 9lomtN a NOIldrt=30 mvQ NElNw II o I II IL----------- }{ Il- ----------JI I �1 — r — — volnnpmd®ao--lio bun a i uolssm—d-N" I I I 4 I I s•lnal.pw ulelgo-Ap.paf dsnp uo asn jo3 II II II I slag IcuorssaJoid�o lulVYuwq s,,aayy:uN ayl'Z CdAI�M0,3a S„I IL.NM -nuj7 wNM(j 91azlgq'uAd.J-1 I �_----__ �I :sl—P s.0 El — _ L-----__J! •du unto �- 1 LJ I I I I yM'uo16uiIJy 3N anuanV y}LL Wzoz 1H '�' � �' z•N t•N 'o'1'1 `SIUE) ISE)AUI SaOIYIIiNgA=10M! sr9690 DUIl I�V/ S1nOdSNMOa UO QM aNV S21311nJ a3anlOVdnNVw ML LO _ �AOj 63J0NIHSIIVHdSV £L6£LO Mid 1001t]-8 buiplln8 Ixel aloulieN 8118A"A LL V ed I pue6al 81Ou/aN — — J=—=-71�� eu izulo I —==—L -- —— — If— I' -- -----1� it I I II 11 � II II I-x 1 1 I II 11 II II I I '1 II II U - (1 II II �! � C I II 1 II ft NOUVOO,dOlS J�lilO -- ------------- Jr-- / --_—__--_'__�_--------'l, 1 'dAl S��Sb� �I II SK690 I) I .o•,u. I II l4 II 11 �o jl BGOZ-I OZBS tlM'na'an3 anus ma�aulv{y lsaM 91L1 I II I II II vmaxy6ymami Z6ZS'GSZSZF—J 191F6SZSZ67ar L II II rarr I II III I :•_—_--- � Ir--__--_ 1 --- ` -----1 I t dAl!MOi3a s„VM---� I I I I I; __——— ———— �— ————'I I I I II JL JI 11 II o a va as *•a s r S = I L�OZ/9/6 D.I �1 uollowlsuoo Mid 100cl 0 ulplln8�f aol ponssl 600 lsv du czuro veld joob 0 bulplln8 - - - — - �-_ - — - - -��_--_- - - ----=--------Ti - — F----------- f'r 11 II II II I Ll-9 II anlWeg UMMN I :WY"Yl QOf �AB aMNJ31q �, � III � I; II III a I a�yoN enoo --a m,of.uMroaa cuaol$Ieav'fi4 l401.7341aL')WO'3a I i e 1E5` I I I :ABa3A08dav ` a l III III I 1 I zso-vloz x3alcrw L.)WO id 11 II II � j ��I I 11 I It NOLLYOoldolSlldYNa l 11 1 >j—, YJOI d015 — — — ` — •� — -- — —�Y— — `/ II - I ----;— I---- ------------ ------- ----------- ---- ----JI -------- —y1¢ II ® — ---- 9102lD1i9 S Y NOLLdit19S3a 31V0 NMVW 1 II I II I I I III du NOIlVOOI dOlS ljtlNa da III "dA1 Cl4C LD I , I I SrSC i0 I I " $►SO 9D I ID II I rq I II uopanlwa ,�o asniagm 4-col..!n wad un— .0-A 1. sp.,y'W melgo•dry.—il.d slgl uaumuw asn.od'r I I I 1 II,' .uoS leuoissajob)o mbl lal!gmv nu-Z � ;YYHMIA09'0Z Ig y Auddo I -slau!mwPs!RL e Jil III ---- —�IL — II I 1"du)MOl39 S7,", I ------JI I -------_ -------- I I ----- II _i yM `uo;BuilJy ----- — - - 3N anuanb'43L1 60ZOZ 1�J1— — —� — — — — — — — ------ ILJI— — — L — -I— — — ILJi — — — — — — —r — — `SIUGWIsanUI n UO f)UI J I� zo c� 0- } .� eaM o �IOd Sa01V-II1N3n=10M3 911796 SO S1f10dSNM00 ONV SaA-Lms 032:jmoVdf1NVW £Z6L LO LL Jed S3-lJNIHS1-lVHdSV £LL£L00 • • Ixa1 a;ouda>{ enIBA AON pua6a-1 aloufa), J O • • BfiOZ-I OZ66 YM'Oa�aAl anuD maN au{.ep�s•'M 91L1 vmu;ry,iym.w Z6ZS GSZ'SZ6—/ 191C6SCSZLW1 Q. ' f I r _ i L WZ/9/6 uoljonJIsuoo Jol panssl 600 Isd 7r-a as veld}ooa-a ulplrne ��h-1 ('dki)M0139 SMVM i 'dAl f2t i0 7 • (ra - - - L `J I rr ��---�L_---"� ------�1 11 veld ea ------- I joo�:j 5p18 Apnwwoo r===== ;� it li it it I v bll II II ' , I pue 3 `Q s6uip�ln8 I it II j I) II Imo------ 4 II I I I I I I _--"-- � 11 • 1 1 j i I e i I P I I 6 I I - i L 1Sf1VHX3 A3NWIHO 9496 ti0 SaolM111N21 d00,8 9496 90 L II I I I� I S.I.nOCISNM00 =mace ueu,eH :�1V1dY.)80( , r II I I' II _ aNvsa311n�aaanloadnNVW Ez�cco w/ott onoO mOVNYWL�3f081 9il I- ! - . I I jl S3lJNIHS l"1HHdSM EIIE 10 swnalg lac�l 'Mn1J37110173fOHd I ' I I ( ( I I AB03AOVddv I II II —� z90-btoZ 1S3eIVlh JJ3(OMd 1 11 I N011V001 d01S J_ E i-J - J peal alou/Ee� enien IIaN i I 11 i Ti pua6al ajouRa){ I I 1-------------- ----------- -------'i'� II ly --1F_ ----------- -- j— -i�-- I - ! 1 I I 'du Cu£to III I I I p"-d P-SMI stoz/ot9 s !1 j l &.t/t• — 11 .0-d/.b _ .0-3/„4 NOLLdttl053O 3[V'O Mim .o-.t�v II III I Iil I II I = uouonp."w atn laq,n AnOJ nO!m ,duvm. —Ir—"— s);,algWu!e,yo'tryo,aa(O,d,!T--.j'f �I II ks -7L II •„�1 S I,uo!ssoiom)o,Iumumj s,,;,anv v U:z I IE --—--- i6 o-t e -�I'�'l\3`.k(l z14Au.CdnJ'1 ------ EE .-nOZ9u!M p snLL J — - � ueld�ooy - ulpl�;Iunuawo0 I I I I I I I 9f56.0 VM'UOIF)Ullad t b ca eo tb O srscso =__ 3N anU9Ad 4jLL 60ZOZ 'du seu•o dur Cuero I —� ld U01GUllJd aM ue oo u .,In/t £ — _ - — --- ------ ------- i --- -ter -_-- �i I-- - Id� 1, PI. 8I r----- - F - l II II I �I O� Cd"M0139 S-11 I 1 II i I I I I •ms•tr• I II li I -- I II it T ---=----- __— - — - —_ —__ ----�• III �—jl IE ~— I „o-.t/s L-- -,— LL )Jed trt/s " o /s (1 o,t/s I o-,t/s 8-3 _ r —IT • I I II I II 11 It II, III 11 III 1 Il I t II I1 11 � II 11 It i II 11 1 I I I J II tl II o 11 � I tL==-1 II II I - ur 11 II II II II 1 q ql I I Cut[o I I I Ilj 11 II ( II � II II jl j I �j II li III I L------- -'� I� _ _ �' I I I s-�m�:. La„ •�cea.. ,�..�•�ssrs _ o-e� II I L---i II I NOI1V001 dOlS ldtlif0 I I I I rwuvao�eo.s rivaa I Il • -- ------------L------------___ J t ------ -- T. I.�r ---J II II dAt 11 I II II II I II I =� II I II II Cu£ II � � I� II .p�.t/.b i II It II �I 14 II II II a II o-.t/, -- II II I =:H u3/.411 II IIE I I --- I. j o-,t/.,b' II 1i I I 4 It - - II I II II III II II 1 'I II I l--- � II ------- Jt J I II t 8fi02-IOZ66 tlM'na•an3 xy�O.xaM auuu,y laA% ILI =-4 JI IL rauvuuoytymlee zrzs•ssrsze—I sis'ssaszr 7a� L --_=-_—JI G•3 - - — - - � t-� Z.g� E•B9 du �J tZ 1410 1 'du CuctA 'du tztc co I I I I. I a t 3 'dA1 5K••0 dII C,IC tO O !r31 u .�J 1 S t E t veld buili93 pajaauay J0013 Puz V Is V UgW"a ' L�OZ/9/6 uollonilsuoo iol panss! sNOI1VDOl3anixldlHJnaod SNVId ONIIHOII 1V01a10313 Wo !Sy OIIng-NOIS3030N3H3J3N TvvnLonvlSM3d NWnlOD i � I Sued BulIlao ,c : t - - vro Paj0alja :j `d Guippq 'du slon° `. D IK.t �7—�—flvo •du s so I � - ape7l`g uu::;CN I wvldvD 9or - - - _ >u•lW1 6n90J3OVNYtY 1.03fOad -0"S WW" W)I3311Oloaroad ZSO•etOL �a3fIW:IN IJ3lOad " 1 I t / 1 II ti Nwod .14^g W^zryl 9tOLl9t�9 5 Nanloms b3d NWn1Oo 17 I Iv27fLLOna1S aid t:4ti:tI0D 1 NOI1dQnS30 31V0 Yd— {t l� m III A S Xs t uauonpoW.v roam rnlro A.qj �,Inal!gvY mvlg0 Ajw vafoad aryl,taa uo .M asti u!'E naias leuoissajad,lo Hulwuncq sl!gwv a41'Z 'oul.10M5.1O910Z lvusdoD I I , :si duw-p snu 11 g I — 3•r r lVan,on..aid NWnIOD rA6 eo lVatllDnalS aid NWnIOD I t459 iM I VM`uoI6upiy 3N enuany y}LL WZ0Z IV nwtl3natsa3d NwmoD tsjuauajsanul 1'tl U uo16ulliv 4M �JOd SNOI1tlDOl3anJXIJ1HOIlaOJ ueld uJlao poloaga�ioold pig y u!PIlnB SJNl-1130 WnsjAo,.8/9! 17 99 601 SNVld ONI1HO11ltlo1a10313 S-LN3AionO 449680 OIInB-NOIS3030�N536aB03a 1VanlanUISa3dNWn1O0 eas6 LL Wd 3WV2id ONV'13NVd SS330V 0Il1V LLLB 80 — _ — L _ lxal alouRa�{ amen/a�{ •. — CIE-• , pu869-1 alouf(a)q III Ihl II 1 't 1it nt� {.- atc90 ,t IIt•- 1 i 'N0IMMOJN1 IVNOLLI°OVaOd SNOIIVA3l NI 3DN3a33a 3 NO1831J f�-y- 9 •53oNVatl3l0lVOIla3A 03a10O3a ONV YNOM3SVD H11M NOIJ-VA31B 11JJOS 31tlNIOaO00'30N3a3J3a dAl ft9S 60 'dOJ 03°IAOad 3atl SNOI1tlA31311JJOS'S13NIgtl0 - 9g4yi�6 pppp a3ddn YHOM3SV0 3AOSV anODO SIIJJOS 3a3HM 'Y NOI1tlWaOJN1 u -- IVNOIlI00tl aOJ 3ln03HO s.,dA8 J Ol a3J3a 'f 'S1N3W-inG3Ha SHSINU 0tlJn vviJBd 'dAl S7�n0 a9d0311V1SNI38O1SON1113DOMO 'I ! Il / 'NOUMBOANI l"MOUIS aid NAMOD I1 1VanlonalS aid 1:'• "�:� IVNOIlI°OV bOJ SNOIIVA312 aOW31N1 Ol a3J3a 'H Ii �I- •S31lGA3SSV NOI1DnalSNOO J00a aOJ SNVld J00a ONV SN01103S ONIOIIns 0183d03 '0 Il '30VNOIS lIX3 ONV ONIIHOII ADN30a3W3'SWaVIV 3YOWS JO SNOIIVOOI aOJ IVOlUO313 Ol a3J3a 'J 1 •0.; f • 'ONIDtldS ONV NOIlVOOI'3ZIS lvniov aOd SONIMtlaO I: t1C 90 ltlanlonus Ol a3J �3a*30N3lN3AN00 aOlDtlalNOD __ r _ 11_ — aOJ NMOHS 38tl S1N3W31iI wdmonalS '3 'S3dA1 ONI1130 HOJ 133HS SIHl ON3O3133S 'Cl 1' 'SONIII9D 03a3MOl ONY SlIJJOS lIV essz-c9zgs Ym'na,ana anu0,xalA auuely m,��g1u 3AO.1.3118W3SSV ONI11301JO0a 0NV ONII13DIU00IJ It vumay fymam. zozs'ssz sza•I isfrssrrr 9ai 031"1V 3NVagW3W SnonNI1NOD 301AOad -0 '031ON 3H lUmIOS CS53INn a001J 03HSINIJ WOaJ 3atl S1HOI3H lIJJOS ONb'01,1I11371T1 'g P I•y I '0310N 3SM13H10 SS3lNn'3A08V sassnal OOa J Ol M3aOS 103a10 a0'Sl3NNVH01N3111S3a y►99 90 031 OM slof a00IJ Ol M3'dOS SONIII30'SMO I1V -tl ltlanlDnalS aid NWnIDD lvanlDnalS aid NWnlOO S310N-1"3N3°J rese ao I NV"ld JN1l130 03103133i� 1 Itlanlonals aid NwmoD—o p ° ltlanlDnalS aid NwmOD ea av ev LN t-v S C Z ' 1 L WZ/9/6 - VIA SNOI1VO01 3anixld 1HOI1 and SNVld ONILHOI11V01a10313 ue�d 6Ui!ia3 pajogl edj Jooj� is 9 6u!plin8 u o 17 o nJ}S U oo crim-NOIS30 30N3a3d3a JOj panssl V 00 l sv I I_ lVN i1Df5Mls-1 Nwm00 It wnktLs aid Nwmoo sueld bulpeo - - - Y pa��al}a?� 8 6 � — — � ;�------ - --:.-----� a' d ulplln8 'NOIlVWaOdNI - 1VNOI110OV a0d SNOIJ-VA313 a01a31NI 30N382JRI Ihgg� 'S30NVa1f3101VOLUMA 03a1nO3a ONV NUOM3SVO HLIM NOI1VA31311dd0 S 31VNIO8000 30N3113d3a aOd O301AOad 3aV SNOI1VA31311ddOS'S13NI9VO 1 �� a3ddn NaOM3SV0 3A09V anooO SJA=JOS 3a3HM 'N i I NOI1VW210dN1 •IPaIl9 uay;eN VIY1dYJ•OI 1VNOIl10OV'dOd 3ln03HOS HSINIJ Ol a3d3a 'f .iB 03JIJ31IJ 'SLN3W3a1no3a S,a3anlotldnM/W aid 0311VLSN13801 SON11130 GMO 'I t� 7- A$s 1oH 5-0 -d3DVhNtI'JJ3fONd 'NOI1VWaOdNIwaw1S I"VFW 110Lmia 1J3fOad 1VNOILIOOV HOd SNOI1VA313 a01a31N101 a3d3a 'Hil, ;4 03A011ddV 'S3119W3SSV N0110nalSNOO AOO'dHl{IlYnN 1J3fOad ao;j%Md dOOa ONV SN01103S Mimin901L339N O C30YNDIS LIX30NVONILHWAON30a3W3'SrMYM/ 'dA! lt95603NOWS dO SNOI1V001 aOd 1VOIalo313 Ol a3d3a 'd dA.l 'ONIotldS ONV NOI1VOO1'3ZIS 1VnLOV aOd SONIMVaOLF iVanlonus 01 a3d3a 3oN31N3AN00 aOloVa1N00 I !K6 FO - aOd NMOHS 38V S1N3W3131Van1onNis -3 •S3dAL ONIl1331Od 133HS SIHl ON303133S •0 I I 'SONI1190 03a3MO1 ONV S11dd0S 11V 3A09V S311eVGSSV ON111301JO01d ONV ON11190MO01d dAi 1 KgS 60 1 031Va IV 3NVaeW3W SnonNI1NOO 301A011d 'O I rA•R: it I 1 '0310N 3SIMa3H10 SS31Nn a001d 1 1 tl 03HSINIA Woad 3W S1HOI3H llddOS ONV'JNI113011V 'B I •1`.a. `{11 j OO'0310N3SIMa3H10SS31Nn'3AOSVS3SSna1 VHnLWHISaidNWMOO Jill 1—d pPnaP-W 91OZ10119 9 OlM3a0S 133a10 0'S13NNVHO 1N9111SEN ll3o'BMO IN 'V NO"'d3S30 31VO Y:C 01NnOW 151oP a001d Ol M3a3S SONI fl / }I • S310N 1t/2f3N39 1VdnLonals aid NnniOO 1 NVId JN11133 CI 1031:132! uopnnpo.idai ao a -110 6uc j j uorsspuiad u,pus, 1 V.-IN-W u1090'dluo laafmd snp uo asn lod'4 ij I,I II h ll I .vaS cuoissaj0>,I j0 NkoMWf S,laal!9n�b'a41 Z 1 \ I !III -aui:YYh-l*iA0910Zjg9pAdo0,l _ :sl 9uuncry sou I I L H e SONI-1130 yinsam)asl gl9S 60 — S1N3A lof101 V196 SOI 841 - - - - — - 3Wb2dd ONb l3NVd SS3��V�IJ1V� Lll£SO I rrs6� 1 ►rs6� 1YanlonaLS aid Nwmoo lYdfllJnal3 aid NWn100 -rvwi m a3d NWn10O VM'U O 6 U II J ycal ayouAa)j anle�Aar{ 3N anuany ujLL �OZOZ pu96 Na-IaloUAa ae ,� IlvanLonaLsa3dNwmOo lb `J �J `s Uaua sanU'1 } } I °.1=.SI1 ueld u!l!a0 pa;oal}a��oold puZ 8 u!pl!n9�Z UO}6UII.Id QM Ueld ul!!ao pajoal}ab Joold PJ£ 8 u!pl!n8 SN N dONLI-1491WOft1aLO313 sNollYool3anixld 1Hon and V O� SNVId 9NI1HS111VOIHI0313 a omn"E)IS3030N3d3A3a o11n9iJOIS3O 30N3a3d3a I l _ -- 1VdnLOnLLsa3d NWM I oo 1VdflLOndlS a id Nwmoo - - rl5680 - _ l /1 I- _ - _ - said NWM00 - �11�10nd15 dad NWMOo - — - — — - Gilt 60 t' © MEN6 80 — T. 2 A� 1 .1. - - �i A• 1 �_ - =c.� J, t A'R 1 .L 11l I - )I, - -+- 111 elan. 111 'd),l s1on(3 .Iill L IL 111 c ,Ili 1 I !J I tFl( dAl�► Iil I 'aAt Y►s•tro I ttEBO Ilif III I / ill; !11 J !l56 ao� l� 1Vdnuonns aid M•;mo,) !f, Ill. wdmom LS a3d Nwmoo 11 J II- du ►19560 0• l}1 I I 1 ` �l 1V1A11MLS/aid N{YnmO 1 1 A- • l du Yt9560 jU1 A•R' 1 p� - -g 3ltl 111 I + Ili I III IIII BGOZ-IOZB6 YM'1lavan3 a^PO^�7Aa�lV�saM 9iGl I I �f 1111 - 111 j I I II� lil lau•nw�aM.fp,nnim 26Z5'6SZ'SZF�J 191E'65Z'SZ4 dal 1 // 1 II 1 - - � ae I - - - -- -lYariLonals - f- - 1 - - p -� - - - I -aid Nwmoo\ ►l56 � J �� / 1Vanlonals aid Nwmoo b I —11-nalS aid Nwmoo wanLolS aid N nawmOO I - waruonals aid Nwnmo I lvdniandLs aid Nwmoo 1Yanlonals aid Nwmoo /Td_a_P�`y�P�dys d9d Nwmoo 0.8 t'B L•B l t-8 (!•9 1 S`-8 10.9 1 t•8 ,L9) 1 S ! S n z I . uollonalsuoo ueld bul1190 pa; Pa J ioolz puZ IR is 0 ulpline�J aoj panssl 600 ISb' �. SNOIlVOOl 3anixlj 1H911 NO-q m6a0 SNVId ONI1H911 IYJMLn3Td I l O11ne-NoIS30 30N3a3j3 OnalS N3d Mnl00 IWWUDMS aid NWnl00 sueld BUIP0 paa}a � 6ulpin V {I li,l — \ Y i• P ca' 1 i upia,c@umdoN :WYldYJ@O( I � _ W%UdLQ :ASCIlU31D 1 is '1 -0_f A-.i. "r I sngoH 6u a -M- vNYN1J3fONJ s•,w.rlsl W "N01-13NIOJaafolm 'dAl sloop I ' r -._.0'`�` 4A•A�----- t'- -�' _ :AS 03AONddV - ZSU-Ylai 0. a A• I - - I - <A-g A .- 7- 4•Ir1 ---- - _ d I ma90 � I I'u nSS ba I -- 1� I t•\` I Itr �11. lu,ed Oernsll S1021@b9 S I / µ•-'/ �(I ] 31VO mum '�, I lVa(LLOnais aid Nwmoo 1Vtlnl3n8is aid NYlnl00 ,� 11 uouon o,da„o osn,a,o,Sue,o dai dAl n1946I1 1{{ 'INC:uontuS aid rlYan"IO:: ltlananaiSN3d NWn=3 ��II r ;laal!yvVuimgo•Atuo,��.fwdsry,onn,oj-c fl.{ I fl .v:,S lcuolssalmdlo lux,uuicul sdo-11 I-'+�41z ` IIl) A•A ,II ou 9Jaz, uxao� l 1. 'll I�w\'3:fAa �. 11 sl 5mmr�p sT u I 1(II ,I:1 I @ t I 0 I Il - - I� ji uo6ula 0- - � -I - - - - - - - - - - - - - - I ma@a bM' I b lVan10n aid NWnl00 n'Sa eDJ —� 1b21nlOnals aid Nwmoo 3N anuanb y;LL 60ZOZ ltliln10na1S aid NWm00 IV I � llis ItlanlOnalS aid Nwmoo '0'1'1 `sjuaua}sanuj 4 U01f)UIIJd Q,M - ueld uilla0 pa}�a(;aa av�l� p.I� uu1N111 2i0-4 SN011V30 l 3Nn.Lxij 1H9n aoj nnSa ems e0 _ SNVId ONLH9Il lV3lN10313 LL Ved 011nsiJ91S3030N3a3j3a l I Il0na1Sb3d Ni%nM9 � varuollals aid Nwmoo _ _ I SEJNI1130 WnSdAJ 8/S 1499 60 1 }— - - - — - - - - / - - - _ — _ - if - - — - — SiN3Aion(il bb56 80 �J I I d� 1�II -' (1 II 3WVdzl(INV l3NVd SsDoov 0I11N L8 L 6 80 t ycal 030ula){ onleA dal I I N I'll q�i� Lto Pua69-1 atOuAe)j _ txeao LC-L5 U lc NO •.a•.i I I 1 l a s { I 1 111 - 'NOI1tlWNOdNI (^�� I I I LL-i- IVN011I00V'dOd SNOIlVA313 a0Ia31Nl 30N3a3j3a -- 'S3ONVab•3101V011a3A03NIn03a ONVN8OM3SV0 i t' HIIM NOIltlA3l311jj0531tlNION000'30N3a3d3a -dAl 9tBS Ed , �y -? I -,(,--_ A_9 A i_ _ • - J.1 `.g.y, -- p�j-- - JV 80j0301A0ad3aVSNOIIVA313AdjOS'S13NISV0 ,r A a3ddn NNOM3SVO 3A02V an000 SlH=IOS 3N3HM -X 'dA1 sgn0— _-, _ NOIl'dWaOj 1NI 1 1 7- IVNOlil00tl tlOd 3InO3HOS HSINIj Ol a3d3a 'f J A 'S1N3W3a1nO3N S,a36 nlotldnNV•V4 - aid 0311V1SNI 3e Ol SON11I30 SM9 'I I I YfSB 1�--1 'NOUVVYa0dNI I� _ 1 D! lVNO11100V NOj SNOIIVA313 a0Ia31Nl Ol a3j3a 'H I 'S31lsW3SSV NOIlOnalSN00 AOOa - NOj SNYtd jOON amv SNOLL03S ON101In0 Ol u3nu 30VNOIS 11X3 ONVOINU IAJN3ON3W3 SWaVIV l . 3NOWS d0 SNOI1tl0Ol'dOj IVOIN10313 Ol 83J3a 'd '9NIOVdS 0NV NOIIVOOI 3ZIS TdnloV aOd SONIMVNO Itlan10na1501a3d3N'30N31N3ANO0 NO10VUlN00 1Vaf110na15 aid NWfn00 •1Vanl.0f11d1S ffldNWfn00 NOd NMOHS 3aV S1N3W 1tl 313anion8is 3 I { I 'S3dA19NI1130 aOj 133H5 SIHl ON3931335 '0 urq:-Ia:W YM�uu+•7 +•PQ Mr4t••,WNIRNUJt, 'SONIII3003a3MOl(INV S1JJdOS IIV I 3A09V S3nsW3SSV 9Nn130/J Oa ONV ONn30RJOOlj 1 t �miul�Vyu. 'r2tGTt5:r lU(CSL I • 031VN1V3Ntla9W3W SnonNI1N00301AOad '0 '0310N 351MN3H10 S53lNn a001d - 03HSINIJ WONJ 38V S1H913H lldjOS ONV ONnI3011V '@ I I '0310N3SIMa3Hl0 NO'Sl3'3Aoa'V53SSna1 I I - jOOa O1M3a05103a10 380S SNNIT30'G3IIIS3a 031Nf10W 1SIOf a001d Ol M3a0S S9NIll30'SM9lltl 'tl Sffl N'1 3N rf - - -� - - - - - - - - - - NVIdJNlll3— o- - - - -- - - - / - � - - - 1tlan10na1Said NWnl00 I Itlanlomis aid Nwmoo CL t� z� co tron Ito Il-O eIo l n c T t I I L60Z/94 veld 6ulliao pahal}a�j Joold puZ'81S6 4 u��ia uollona}suoo i SNOUVOOI San wd 1H011 b0d aol panssl SNVId ONUHOII IVOlb10313 WMn10ntlLS bad NWmoo 1VMn12nws u3d Nvimoo - I 011ne-NOIS30 30N38Dd3M 0 0 I S V�/ tl 9 I•II} — —— — — 1 t _ _I_a _ _ —_ _ _ _ _ , In Sueld 6ull!eo ` pa109Pj Q 6ulppe 'du ri9560 I � ali cicp:.l�naNNIVl.dVO got -A003TUe1W 0'O 7 - 1= 'A•b. y, _.— -._"zt_ .p,�,•' — — .0'D,: _v.H 4,.o IYdOYNVW LI3(ONd 1 A.A. . .-.9•A v A 1 L - suonolSl urW '1100311J=3108d t003AOlIJ4V I JIII I -•� 11 no-yoz I n7301V1.\1J3(011d Af Il1 I 'du =Iona I I I lY=nvjs Mad mmoD f 1 IVbnlonaLS Mad NWmoo I III ��I Nw+ad ✓PI'nO Dmssil DI•UDi1D S (i � NOI1dlb-JM 31tl0 ww" uonnnpoId.ro xn-po A-n�uoimou.+d oaaur I �II1 i-It, s,tapyvp u!apO,(ryo taafad•!yl uo am god'� \. III' 1 an!.uas leuo!sj.,IJn,uumunvl s,looDy.,gr atU'Z I - I - t u,Cdo 1 — — -out:v'VIV3MA0 sto 48 0-t — — — :siZ au!mcry-u I e t1 / I I rtR BO I ltlMn10nM1S Mad NWnl00 1 w8 LLon211S bad NWmoo I 90 MJ(jjo(!M1S Mad NWmoo 'IVUfLL7nM1S bad 11W11100 VM `UO}6UIIJV iO U ea sa r0 eo 3N anuanV u;LL WZOZ Lim Z .a •b lueld u11190 paloa(}a1{a0ol� p�£4 ulpiln9 1V SNOLLV30I 3bn1XId 1HO11 bOd •^•,•, SJUE)WISanu l SNVId ONI1HOII1tl01b10313 I J 011ne-NOIS303ON3113d311 IvanlenMls Mad NWmoo lVMn10nM1S Mad NWmoo — uo}6ulladaM --�� - - - - - - - � -�,,— - - -,- - - - - - - - goLL �Jed SONIll30 WnSdAO„8/9 bL99 60 I� uisDo , SiNEIA.Lonal 41796 90 I I — rrssvo • • 3WVad 4NV 13NVd SS300V 0Il1V LLL£BO Txal a;oul'a)l anlen Ae>j ttit•o .dl•J• ;,a.A n au n9sDo _ —O I L ,.A•A II du risSso p I j } I I It I it 0 dAl s1on0 'NOIIVWMOdNI IVNOI1100V MOd SNOI1VA313 bO1b31N130N3b3d3b f►St D• I —� II'I 0. I -S30NVHV3l0 IVOU'd3A 03b1n03b ONV NbOM3SVO Fwdniomus bad NWnIOo A' H1IM NOLLVA313 IWOS 31VNOM000'3ON3W"3b 1 and O301AOMd 3W SNMVA313 IlddOS'Sl"Vo I Ili I tscem r :13ddn NMOM3SVO 3AOetl bnoo0 S11ddOS 3113HM 'N NOI1VMOdNI IVNOLLIOOV i10d 31n03HOS HSINId Ol b3d31d T _ 'S1N3W3NIn0321 S,N38n10tldnNVW 1 Mad 03TIb'1SNI 39 01 SON11130 eMO 'I \ Litt III A-A• 'NOIlVW210dN1 t •p-i 4 - IVNOI1100V 210d SNOLVA313 bOlb31Nl Ol 83d3b 'H -- 'S311eW3SSV N011onb1SN00 d00'd 11� II HOd SNVId d00b O NI NV SN0003S OOIIne Ol b3d38 -0 II1 II '39VNOIS IDS❑Nb'ONI1H011 A0N30:J3W3'SWMVItl - • 3AOWS d0 SNOI1tlOOl 210d IVOIbl0313 Ol b3d38 'd I I ONIOVdS ONV NOI1tl0Ol'3ZIS IVN.OV bOd SONIMV dO I wdn1omus Ol b3d3b'BON31NRANOD b010tlb1N00 b0d NMOHS 3btl S1N3W313 Itlbnlonus -3 - -S3d/U ONI1130 Wd 133HS SIHI ON303193S '0 ayd ma�anycly tsaM sett -SON1113003b3MOl ONV S11ddOS IIV I ► � 31 /}q ft58 D0 I I BfiOZ-I6ZB6 tlM'na�M'3 / 3AOBV S31leW3SSV ONI11301=100b ONV ONIl130Ri001d I IVbn10nb15 bad NWm00 „ou ar,rymu�m zers'csrnn—1 tstessrszr qa 031Yd 1tl 3NVMeW3W SnonNI1NOO 301A021d '0 IVMn10nb1S il3d NWnl00 '0310N 3SlMb3H10 SS31Nn b001d 03HSINId WObd 3bV S1HO13H 11ddOS ONV ON1113011V '0 '031ON 3SIMb3H10 SS3lNn'3AOetl S3SSnbl lVl1n10nM1S bad NWnl00 dOOb 01 M3bOS 103810 b0'Sl3NNVH3 1N3nIS3b 031NnOW 1SIOf b00ld Ol M3boS SON1113O'eMO IIV 'V 310N 3NNE NYld JNI 130 Q31 31d3U n_ L WZ/9/6 . SOIlO X13 O a03 ue�d u! a�pa�aa}a�Jool puZ'8�s6 3 SNv_ld ONLLHOII 1v01a11031 uol}Jnilsuoo 011ne-NOIS3030N3a3d3a3 I �vanyOnaySa3e NWnlOO aoj ponssl 600ISH w3 i! lil 111� IT: I° 1 sueld Bul!lao s. P81091Ja2J 3 bulpl!n8 I' -xw -ucu:L' I VY v790f L N ld 0. 9 A8 aggin.l •o�J --)ow 6--a I l439vRVIV.0310aa SUMS l�go.W lfolam- q loamsd - ti903AQnadv zso•vLoZ :a3BtN11N1. 031 0 11 1 fi WUfU3'lalS aid WMIC0 1Van10na1S aid NWn'!00 .0•A I I II jp, I I {{ fI 1 .9•,e I11 1 � tFl 11�rd m9 no�t,1 etor,,vLr 1d N011dta0S30 3Lv0 NaVA 11 •uouanpo.idai jo asn nqm Sou not uoLss!u duap - s,Laanp'V umlgo'Rluo Laaf.d slyl uo asn - aal.vag luuoasa�adao af.�IwLvry s,laal!gaN agl'Z O'3�• / 'a.f'a1VKRXAQ 9loZ�gRgXd.D,t 1 :sl 8mmery slgt ( fl 0 lVanl0nalS aid NWnl00 T+anlOnaLS aid NW11100 lvdnl0oals a3d NYtlnl00 VAA 'UOIBUIIJy 3N enuany y}LL 6OZOZ 1V uolbull.ld (]m ueld Bu!l!ao p9109l}ay.1001d PEE 3 Fu�114 ��d sNOLLYO0 Numm d lH011 a03 sN-id -NDIS a 33 3 3313 3-43S ollne-Nsls3a 3oN3a333a I lvanlonals aid Nwnloo »s6 0o I I I LL Jed SE)NI1130 iNnsd),E).8/91 *6go60 Y3 T fll S1N3A 1of10 3WVad(NV l3NVd SS300V DILLY BO I yxal atou%j I enl8A Aa)4 puaba-1 alOuAa){ EA ct tt A. - 71IF I • •NOIlvwaodNl Jj rrS690 - - - - - IVNOIlI00va03SNOI1vA3l3aOla31N130N3a3d3a - a - - -- - -'S30NVa'd3101V3UJ3A03Hin03a ONv NaoM3svo H11M NOUVA3131133OS 31VNIOa000'30N3a333a %.no a03 0301AOad 3aV SNOU11313113dOSS13N19V0 a3ddn NaOM3SVO 3A09V an000 S11330S 3a3HM 'N ! NOl-NNO3Nl wdnl0nal5 aid NWnl00 '.Vtlfti0na15 aid NWnl00 1VN011100V HO33ln03H0S HSINI301 a333a 'f tt ttPo A'i {' 'S1N3W3alnO3a S.a3an10v3nNVW a 3d03llV1SN13901SON111309MO 'NOIlVwaO3Nl I IVN0I1lO0Va03 SNOI-LVA313 aO1a31N1 01 a333a 'H I { 'S31l9W3SSV NOI10na1SN00300a 'ry ii� • a03 SNVId 300a ONV SN01103S ONIOIIne Ol a3d3a '30VNOIS fin ONV ONIIHOII A0N30a3W3'SWaV'lV 3NOW5 d0 SNOI.LV00l a031VO1a10313 Ol a333a '3 •ONIOVdS ONV N011VOO1'3ZIS 1Vnl0va03 SONIMVaO :I l 1Van10na1S Ol a333a'30N31N3AN00 a010Va1N00 eroz-Iozes tlM'na+an3 aauamalAauY wW &19TL1 a,L NMOH53av S1N3W3l.L ON393133S '3 - - •S3dA1 ONI1130 a03133HS SIHL ON3031 33S 'O p f uvmuayRpm,nm zuzs c9z nn-f'r9Lrssr=_zrvw •SONI113003a3MOl ONV S113dOS llv MS6go I - - 3A09V S3119W36SV ONI1130MOON ONV ONI1130/a001d -- 031ValV3NVa9WgWSnonNIiNO03OIA08d 'O '0310N 3SIMa31410 SS3lNn a0013 I I I 031-ISINU VIOad 3aV S.HOI3H 113dOS ONV ON1113011V '9 '0310N 3SIMa3H10 SS3lNn'3A09V S3ssna1 1v8n10na1S a3d NWn100 I ivan10na1S aid N104Ol00 300a Ol M3aOS 103U(3 a0'Sl3NNVH01N3111SMI 031NnoW1SIor aoOl3 Ol M3a0S SONI1130"9MO 11V 'V f S310 "3N35 0.\ / Ndld JN11130 031031j321 roa i nals aid Nwnloo i t•3 z'3 t•3 ~3 r 1 s Ir f r 1 L 60Z/9/6 uollona}suoo Uald jol panssl bulllaz) paloal}a�j aool_� Is 6ulplln8 Allunwwo0 1.00 IS`d U ndnop Ml\••awd>••Rgfil mt•.qul u .wn.fw.rr�riwwr�wiw� C+M�w•w�w . sueld 6ulllao pajoal}aqj ---- _ .W ��.._•...,. _:w ...� _w.w.; v'.�..w�r:.."�..i.2�.""...�"...�i•n.•.."".w w:a•.r•`.:.`.'.'..r rs»«+e.w.w. iw........•r.r...s..•..•..•.•+v.wnwnr+•e 6ulplln8 }luntuuao:D tl ...r..,.w n_..w.q.....o,u.....,.�w,n.•.,w..n•.»rrwn+s•.�r.+.r,.w..r�wr r"�..:"m•.�..i - ..w�rarr...•.n.�•.•,.awr..�.rr— ME i arms u RON I MY"V3801 33 33 33r 3' 3 33 u _ 7A8O9X-3110 tn1NH 6r*0 I118OYNYIY103[08d 8be 'T• :[ n �'�.•...�.. wwlS lfeurri �IOlJ3Y1O103fO8d _ 1 p _. ""•r �" .,A, A8 O9AO8ddv ZSo-bIOZ N38i�'11M 1J3fU>id aSSaOa ue 33 33 33 33 �3 33 _ _�.- P a O 03l„4 031 M S'6 SGP9S 1410 3M IO ZZ - e eJ OJn 101SSO aIle un•.n.fw 03l yuepuad anllelooa0 031 M 0'S P 1S 3. d 2121 _ � ww""»:�:"`w.r"..•.• r w_ •a,:•n.�..r••••.. passaoaa ueo 03l„9 031 M 0•Zl SOPS 9b0 33J0 00 .- �o n• punoly oo, ou, .. bO� o00 09, ooc I .n�.y delM!ellysnpul 031 palunoW aoe�nS O31 M O'LZ sauaS 4-191 e1UO4y!l 11 1 03-1,4 Jeaull papuedsnS 031 M O'ZZ NS£-14£4Nl-33210 33 good/sAeM 9 popuedsns IeAO 031 sauaS Z Vl liv 145i1 ee tmufd oan 1 91 ozrot,9 5 a0000$ 00•- �(. I / 11 _ n c '� Ti a• W W -�o'-- --- - -- Y� •—• NOLLdlaos3o 31tld Natlw 146n lllueA payunoW IIeM 03l M 0'8 el9no0 sauaS euallg e>laln3 dd m,.a• w �. sluawwo0 ad�(1 sdwel spe/yf/slloA lalnyoe;nuelnl KfeIAJ addl vv w -J • _,,..,,,, r.�•`;.'[,..y i�Mw.�•�n`..�S% 'uouan adai as asn aa[[o Ao sruuad uauum 88. -�. _ ... wi. +••w.w.w.-+. %••••.•••+ww "•+ •�,� p 1 •,o,nnls. elnpa4oS alnyxld 6uI146i1 oc' ij OOr .w,:_G": "" •. www w"" spapg.W u!aq0 eGuo loafwd snp uo asn to j•{ „_Sluu Ssaladp•[OOOewls,toapg•Wa41'Z AJ �'A A (♦- _ •• i .,.•... ri,�.rw.-..•...�.o..~....••w...••. aul VYl'i7:/AO91oZ�yeu.SdoO'l 00, _ ____3'�'___'1{1 �•:+i.:ww r•..�.....,ww.rw.«,�wor.w. sly mutp slgl, f f f E [n t. 11 �3 3� - ..�.,....� �7m A,•o„s.u,nvau•n J nu[ 4uu 6 a r r. ..w•arY r[•M[•v f[�•nf w •fan VM'Uo16Ullay FFO U 0 0 fl@ 9! V V V V E l:' . I t [(V f'f`• sztceo 3N anuany uILL IOZOZ ld Mar 90 rloa90 I vtorso � .o-.tr.lut •0• 11 fSjU9WjSGAUj - Z veld UOIBUII.Id Q/A 6ulllao paloap} :j jool=l puZ 6ulplln8 Allunwwo0 �J0_4 3Wb21d ONV 71NVd SS300V OILLV LL6£90 S1nodSNMoO LL Ved ONV Sa3uns a3wuovdnNvw £ZLL LO SI1132LL IF 6O4 90 •MILWINIMON Ef low-11[op r m ONIN030 000M OOS6 90 lxa_L a}ou/aNI anleA AaN pu868l a}ouRaN lh ANA 'N011b'WaOdNI — 1VNOI1IOOV a0j SNOI1VA313 a01a31N130N3a3JMI - - •S30NVaV3101VO11a3A 038n03a ONV ANOM3SVo 7 HAM NOIIVA31311jjOS 31VNIOa000•30N3a3JM1 _ I - •I a0j 0301AOad 3dV SNOIIVM1311jj0S'S13N19VO a3ddn NaOM3Stl0 9AOSV anoo0 S11ddOS 393HM 'N NOIlVWHOANI WN0111OOVa0j 31n03HOS HSINIJ Ola3d3a •f II. !'I I ° 'S1N3W3a1n038 s.a3anlov:wNVW r aid 0311V1SNI 38 Ol SONI1130 SMO IVNO111OOV aOj SNOIltlA313 WINS-Nl Ol a3j3a 'H 'S31laW3SStl N011omUSN00 dOOa a03 SNVld dOOtl ONV SNOLL03S OM01{n801 U3d3i! '9 I- '� • 3OVNods 11100NV ONILMn AON30a3W3'SMWM 1� '3NOVgS jO SNO11V0O1 a0A 1V01810913 Ol aIRAU .1 0 '9NIOVdS ONV NOI1tl0Ol'3ZIS lvnlov doi SONIMVaO - 1'danlonals Ol a3d3a'30N3MAN00 a010tla1NOO A•A-, aOd NMOHS 3aV 81N3w3131tlan1onaLS '3 d BGOZ-IOZ96 VM'n�a^3 k•H°^�1na w�saAt s[et 'S3dA1 ON11130aOd 133HS SIH1 ON303133S '0 1 n,•�u .ryM,n^, Z925'GSZ'SZ6 1 rs[rssassr:f.i -S0NI1130 03a3MOl S11 3AOBtl S3118W3SStl 9NI1130/d00a ONVV ONI1130R0MO JOOIJlj ') 031Va 1tl 3Ntla9W3IN SnonNI1N00301AONd -0 i1 '0310N BSIM-63HIO SS31Nn a001j 1 03HSINIj NOW 3dV S1H013H 11jj05 ONV 0NI1130 TTV 'a '0310N 3SIMa3H10 SS31Nn'3AOatl S3SSna1 0 --- jOOa Ol M3a0S 103aI0 a0'S13NNVHO 1N3111S3a 031Nf10W 1s10f a001j O1 M3a0S S9NI1130"aMO IIV 'V S -LON-MON39 a NVId 9N11133 G31Z)31=H8 �r 1 r IfI z I L WZ/94 s1 a b ,0 o-.L=.wl f - uollonJisuoo uOl ena Jol panCssl rrs6tlo £Lt9S0 } 13 -b' u!PI!ne WO IS V aooljaNnoa�J t All tl-b - - -_. Zld NNV913NVd IVORJ.l03'13 SZLO 9z suoi�ena13 y 6uip�in8 — _ - — saOJrlIlN3Ajoob 949680 aooli a z - J = I S1N3A 1Of10 4456 80 ('d6-L)-!S V v rrrto - E = 1_- -r;z_ - I SM_LnOdS AAOGNlA £L£980 i tI I it Lld S1nOdSNM00 r _ I ONVS2HllnOritim I,ov.-VW £ZLLLO _ f _ ONIOIS dtll 1N3W30-U391d L49b LO �b/l OL-.6L _ aoo-. - - JNIOIS l3NVd 1N3W30 a391d 9Z9b LO •r�wce uaw•N nrcLtt'J eitr :¢,__ — I ! _ !" = S319NIHS 1lVHdSV £L L£LO JNIN030 DOOM OOSL 90 hetl3y�rlu CKS90 I = 41d OOZS90 enyoH DWI) :y39VNVIN1J3rOad ` -- = _ _ SONnN ivi3W wonol5 taawnY :Uoi'>]tlltl.Lo3(oad �! t I --1---I - ---- . - I S211V1S NVd W13114 £L L9 90 h9O3h011ddV zso-rtoz xdtvrtu 133road --� _ ycal alourLaN t pueBal alouAe>l I I—d WCOOo•MV Slowlfi S 1 urwdpol•ponl •t0U6ta r • rd -l-WI •tozrout c lmnugns ma!naa .6-.Zb -•lltl 9lorlitRt Z - -- -- - - CZL -- - RWwynS dn7l 9l0ZMZnt t dOOa d01 d0 NOI1diaOS30 3iv0 NbvA ttD cticto uowwo0 ul saloNtoj OLZV/L aaS:31ON uowwo0 ul saloN god OL'Zb'/L aaS 310N .9l 8 4 .0 9L 8 Y JD o-t=.al uuuonpma..,,,oa:n,ay]�,ca�,3ao!sspa,ad w,],LL'n l � l .o-.t=.at l � ,,!pa .!e]y0�,no]aafwds!pu, sn,ol{ £ UOIJeAe13 -y u!pl!n8 £ Z uogena13-V wplm8 uog leumss.{o,dOn mswwsul slov]y>n aql Z -- SZtOOZ � — '.IuI:Nb1N3JUO 910Z9u!mup�LL "aoold dmerO - - - --- £ld ftEl41d 1 r= 4Jd 11 UZ Alt tt_.6- PuZ dM 'UO}6UIIJ�/ aooidwz Zld, -— - - s - -- — --- _ .- -! lwls = ._ 3N anuany u3LL IOZOZ _. El ..( 1 -- LJ.d ' w!s S� LSjUGWjSeAUj ld — —� Zld d6 1) \� -- �/ bnoL 6L - -- - rnDL_s UOIBUII I V QM aoolaoe- - - we 77 e0old -_ - Eld - s•zr -- - - - - - - --- - - - --- --- - -- --- --- - - - - - - - -- -- dooa jo dol - - - - - uowwo0 ul SaloN tod OVZV/L aaS;310N o 9l B b ,0 cost V UOIJen013-y u!pl!n8 v • it _ �- � l - - _ � I� sL - I� Lld nwo nwo sL _ J nwo nuuo bL �-� ao09Pu!M 41d dooOgmoPu!M bld ,•/t lL-.6 - _ Jim el 8 wul Eld1d PuZ -- - ; iE ensed 9 wpl Eld d ZL1"--'f' laved Zld LLI del lld 1 del Lld __,' i tj - 1{ }'' 41d ,000 IeueleW ]now3 O I poi I ,olo eualeW Ina 1 6 O awayaS tu!ed awayoS lu!ed B • b11 OL-.6l - -- - -— - L - >;.ADOId Plf Zld 1 WO nm nW0 nm _ 9 n 96¢Z IU2e6 VM'na,an3 a.,u4 mai�a:nntV,�a1191L1 -I � _ _ - mopu!(y] 41.d Eld b mo .M rld S ,oa0 8 aa0 9 Pw u a•'u.,l'/v*a= zozs'ss�sze J te,rssrszr4�, - - C l - eiosedgwul ,eiosedg wul Eld - laved ZJ-d laved Zld _ E ael lld del Lld Z ,aloo IeualeW lnalleo ,olo0 leualeyy Inolle0 aawayaS lined VawayoSluled 1 L - p awayaS loved }{6u!pllna £ld sass6a - lr - - cm Puabal away3Slu!ed alnpayoS awayoS awed 6u(plm9 dOoalodol- - - - - - - ---- - - - - c a £ z l S I r [ L l OZ/9/ '9 L 9 b 0 o-,t•.wk uogona�suo� £ldi zld uogena13-e ulplln8 zt,sm aol panssl�aO01d ONnoao WO 1 sv Ell ' � la LLLL LO __ a I _II -+. ' HNV8 13NVd 1VO10313 5ZL0 9Z SU012TH1N3n d0Oa S456 80 „-_,13puZ S1N3nlOn0 14S680 SMOUNIMNn £ E580 suol1rrna13 g 6ulplln8 v S1nOdSNM00 _ r t � I = LL � tild ONV SN311nJ 03un10VdnNVw £ZLL LO _ _ JNIOIS dVl 1N31A130-2001d L1794 LO bn oL ,6l 13NVd 1N3LN3D a301d 9Z9b GO ONIOIS„ aooldwe _. _ - - - - - • S31�JNIHSlIb'HdSV £LL£LO XlVldt-y El of I _I `JNM03a DOOM 005E 90 -rams_wvN aeaax�aru i I 1V13w ELLS 50 SaIV1S NVd nn9DH WOO �13DYNYW JaWOW ..�� ji ! wwDtS lceLnIW MllJ31ItQ 1J3[Oad 9Z9b LO - - _- lxal alouAa� amen lla�l A803A08dlV - zso-btoz ns3mmN1�3road pua6alarouLlaN bwwd 'nB Dortssl SWAM S I - -dP-man 99OZPBLIZ b AJN it-,Zb - -wA�d--aMj SIOZMlL [ - - - - RI Qnsmeuea u w0 Stwil/ZL Z d00N d0 d01 ND'wgnS dn91 StOzwlLl l [ZLL CN£[0 I/S4 NDrljrd3s3O 31Yo ravw uowwOO ul salON JO3 L L'ZV/L aaS:310N uowwOO ul salON aO3 L L'ZV/L aaS:31ON 9L b .0 9L 8 4 0 ,8 i .o-,l=.an een,npmdaidoasnaoy,u6uado,eoissnwadaanLLn g uOljena13-8 uP! FU 1 Z uoiJenaI] -g ulplins s,lo.,liyvV nie,g0.6luo lafwdsnp na osn dod•6 SL1092 Zld Lr1 •au.va5lcuoissa,o.idjo lv+lunoaq :,a .ity:,t�'Z _ _ ul•��Q = 910ZNwLdOJ l aDOld @lnDaD I £ld' a mwpsnli bld• JI- _ a� I I Ibldl- 1 _ Bf LL1-.6 - - - - 8/1 l:•b- - - - - aoold n¢ Zld— �aoo7i v1: I I I I �'� yM 'uol6ulljy EffJ — — _ --�� 3N anuany 4lLL 6OZOZ !�r n _ I - — Zld ld.�•,•, rSIUGWISOAUI .bft m-.6L •v/LoD;j N6 - - --- ` -- - - i I �II £ld uoI6uilab' Q/Naooidwe If�1# l'Stl ?I_ �,. , lid Lj T'A-,Zh - - - - -- - -- - - - - - - - - - - --- --- - - - --- - .Lt•.Zb --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 do d01 �O d01 uowwOO ul salON LO3 L L'ZV/L aaS:310N J 9L .6 4 A .Lbd!ni � Coosl90 £ld ® t uo(1ena13-8 wplm8<\"y 7 LL , I I 9L Ila _' W - •, SL uim El - I � nwa nwonwo nwo 1, — L=j_ - - - r- 000 g mapuiM bld door g 's wpi bid EL aoolj puz 'i I' t. I.; I I d eiosed Y wul Sid Biased p wul eld 1::::. 1 zL 1aued I Zdd laved Zld 101, del LJd del Lld I_ i 41d doroa eualew lnoileo ,oleo leuarew ln.wo 06 a001d piE r.,Or 0 aw ]wed O awa luredayoS 4e5nwo nwo nwo nwO oor Y mopuM bldibld - 6 elesed g wul Eld effused 9 wul Eld zj b --- _ £ldl laved Lid laved Zld _ _ = del Lid del lld _I z • _ - dge0 leualew IIw11e3 dop0 leualew Inolle0 _ L - Lld as IPS lured tlawayaS lined #a WS lured #B-IPIIne o — pua6al awayoS lined alnpayOg awayOg O EDINKID— — _=- lined 6wppe — dOoa do dol S = 1 r L60Z/9/6 uoi}onalsuoO ao; penssl _ sL e v ,0 WO lsv o-•l-�l ll9 Eta ( u01}ena13- u!PI!n8 a00,d AnNNV913NVd IVOIU10313 SZLO 9Z S2IOI ILLN3n AOMI 9tG6 90 III1S1N3n iona "96 80 SMOONIMIANInELESeO 9H tl _- - --- - S1nOdSNM00 suol}ena 6ulplln8aoo, — =— = -- - -- =_ 13 _ ONV S2J311nJ 0321nlOVanNVW EZLL LO Y — - 9lj L49b L 0 v - JNIOIS d`d11N3W30-Zl3 r= - ONIOIS 13NVd 1NSW30 2139I� 9Z94 LO I I I _ _ Lld S310NIHS 1IVHdSV £L LE LO • rn 0t sl - - - -- - - sl•Y - -- SONI11tliI IV13W 0OZ9 90 aooid we - -- - ftlw s -- - S211V1S NVd 1V13W EL LS SO �A•Us7Uauo - - -= peal atouAaN amen aN NnpoN•noa �a3oYrtrn.L�arnaa -- -- - �I _ - i .., - wonolSla�yavv �Iotl;txialodroad � __ _ Pua6alatouAaN Z50-bloZ 113mV117:7J3rOUd - -- - - -- I � llw,ad Pl-e PN-NMI 9tovot19 9 �--�a+ ' d Pwvpdn! 9l lR r - o ed wdi vtom/t C ,E-,Lb _ a In __ - - - __ wl,uut,sm auU I 910VOl" Z �dooadOd01 - - - - - - Wil-Ins dnoi ssoywlt t •0 SSO res•90 Noudiyos3a atva Nl Jvw uowwOO ul s8lON aOA ZL'ZV/L aaS:310N uowwo0 ul salON aOa ZLZV/L aaS 310N • .9L .8 b ,0 ,0 l uouon o,aa„o,en„„o,cu�,o dn„;LL„ Z uol}ena u!13-� pl!n8 s,oauy.,,Y m.go'61ua t,.,fma s!yl-.-1oyc �� £ uogena13- ttiplme rK690 .,aS lcuoiss,lo id)o Nwuapary s,,i„4,�''yi Z \ 'oul',�'Yl\'3VAa 91nZ,yEuridaOla0L U 0,i OI:f10aJ a00,d ONflOaO - .si�!—p soli -_ p __ a �-^ I Lld -C]8 moP M Vid ,000 8 moP M Viod tl 41d eased g wul Eld elosed g wul Eld laved Zld laved zld .94 tl•b_ yd_ _ - Lld -aoo-I�a+z - - - --_ - I ae, lid tle, lid aoO,i Puz — to t yM 'uo}6ullay _ :I— - _- T ztd I, Zld II ,oloO Ie,eleW lnolleo ,olop leualeyy lnollo0 3N anuany y}LL 60ZOZ = _ ^` I I OawayoS 1-1-d Oawayog lined t 41d `I 1H -= ! nW — ts}uauaIsanuI _ -- n zldl pt•t st nwO nwO nwO nwo NPI Ot-.6l II 100009 maPu.M 41d doo04moPulM bid a elosed 8 wul Eld TI((�� 1 FVY _ elosed g wul Eld u L../u I.I - - - —T 9i^DY --- _ laved Zld laved Zld ' l 9Y _ _ _ _ V1d tle, Lld tlel Lld I �Vt 1 J _ _—_ —_ - ,oloo Ieuwn lnolleo ,0100 Ie..wn Lnolleo _ LL /IA�d £ld —_ - - _ eawa4oS lined tlawa4o5lined pueBal awayoS!vied .C-AF dk •C•Zr - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ iOoa do doi uowwoo ul salON aO=l ZLZV/L aaS:310N 9L .9 .b 10 .tr.l-.9n � zld u01}enalE - uiplm8 aoovtN¢ hill I II '1lii I!'�i Ili I i'i Ili �-= I III _ I Y - it- --_��- L—r, ld s 'ioiTH e00,d PEE - - - - _- I oil 1 :3:3 ' I i I I I - - - - - = L NfAi-IO2i6 YN'Pv:u17 aµ�p ray!nulnlC hIN NICI - - � A --- - - J £ld p awayos 7wed #6UWIP8 - _ alnpayag awayoS a luled 6uIpme = i �A--=Io d01- - - - - - - - - - - - - - - -- - _ - _ - _ _ _ _ _ _ _ _ Z S F E h t - 9L 8 .9 .0 o-u.eft L L WZ/9/� I ut s• £ld, uol;ena13-a uiplm8�'J - uoilon.11suoo aol panssl -� aoondaNnoa6- 600 ISb' tcc• - - - = - ___ = _ - nwa • - — i l- —_ )1Ntl813NVd IVOIUI0313 SZL0 9Z tlDo�A Puz - - - - _- - _ - - _ - --. _ - - 5456 80 suol ena 6ui in — — SVO1�S Nan 1000 b4S6 80 13 Q .p�. 8 l f - e j — >ld S1nOdSNM00 9L9a 0 — •• :... =:.I - �� _- ONV S21311nJ 032in10VdnNVW EZLL LO • �srtaL-,6L _- _ �JNIOISdV11N3W3a•213814 L494L0 aoov Pic - - - V t =_ _ - ONlalS 13NVd N3W30 8381d 9zs4 Lo -IS3IJNIHS 0 GOO V £L L£LO u7ctc0 uaylvN �N1t1dtlJ 80f _ ITjv- `JNIH'J3O OOOM 005 L 90 tr9oto - �E -f - 41d SON111"W13W�_ oozS 90 wpH ano0 nt3OvN MJ03ro8d = - _ - - - S18IV1S NVd W13W VLls so ouvnnSpe,,Nv 41OJJ3Ul0t13ff18d -- _ __= Z1dI ae03n01144v ZSO-hIOZ 713Q1:nN JOXONd - / £utt9 � I 'sLeN --__= lXalalou,(a>! anlenla�{ z puabal a3oullaN ! I OOZZ s0 F - I I tw,vd tIYOBvvntfl� 9laZMl,9 S wd Ovlvfl 90MM f" S•.Zb - - - - xd d! g1OZlClll £ l002f d0 d01 Ie9wgnS malnaa u v01. 91OU41111 Z Ut! tilt LA IUD-wansdn0l stOtrot/u t uowwOO ul salON JOd CVZV/L aaS 31ON NOudla9S30 31tl0 8WW uoww00 ul salON JOd£CZVA aaS:310N • ,9L 8 b 0 9L 8 b I o-tn.9t I .o-.L=.en �r•.� I I a �,le,o aw,Pw� E uoi}ena13 -a ulpin8��J nwa Z uol;enal3-4 ulplm8 no�o,.,,,e.,:n„y,a anolssnw, szta9z anyvN,I e,yo Ina 1„ra,d sly,no asn,ud - - o,,oivaS lruolssywd iv pniUnWlt)s,�auy,r,.a,�y21OOId ONnOPJO -- - - -T- 21001d ONf10?lO '�ulR�'iC3:4A0 910Z 1,rwcau0.I Y - i _ _ '•'`'' Y I - - 1 ovlmrPfilyl s"�, o ` r i - _1 �� r nwO nWO nwO nwO fl s6ullueld-1/ I •1_2 ie-.-.-,_.I _ -I I �'1t1 ,00O SmoPw,M !id JOW V--1 bld £ld ...�d 9 wul Eld ♦ .9R tl-6 - _ III Zld hued Zld Iau d Zld -2JOOld PuZ - - - - { _ '�'..r-_T-- a e e II} tle'1 Lid del Lid dM 'UOTBUIIAV i� J .� !^I �b�l ,0100 IeualeW In II O ,uleO IeualeW lnolle0 3N anuany y;LL 60ZOZ £ld � �--1 � `I ' �� Lld Oawayvs lured OewayoSruled - 1V ! c aoonaw - - - nwO nwO nwO nwO tsJuaua}sanul b,LQi-,6L II — _ zed — — — — — = _ - I I II+{ U001d Pic - - - - I II 1 I - E - - I 110 S2 J.0c s mvPu!m bld ,ov0 B mopwM bld .� stw £ld _ uoI6uilab' aM .�f.�, T I�dAL) Z� - = - == "°s -- 41d awyl Eld lased g wul £ld eased ♦ld wS ��JIJJ - hued Zld hued Zld OO7 � -- - -- _ --_- -- Zld tlel Lld del lld IeualeW lnope0 ,0100 le'�aleyy lnolle0 LL �a8d _ -- £ld! - - 9away�Siuled tlawayaSluled - pua6al awa43S Ju!ed d0 d01 !-.Zb - - - - - - - - - - - - - - - - - - - - - - - - - - -1�\ S•ZC 21 - - - - _ - - - _ _ 7 -0021 3O d- d00 --- - - - - - - - - -- -- - - - - - - -- - - - - - - - --- - -- - Ol vOwwOO ul salON JQd£L'ZV4 aaS:310N 9L .9 4 ,0 .O-.L=.BL 0 t,u01len013 -a ulplm8�J ?J001d ON00010 • �i{. t-rr•.r•r' l i :;fE-�_ '• I r t is�� I I�_ _ .tom _ -. � bld sL o•sL90 l — _ -- nwa bL CF •711t-b _ _ ZL tlOOni OrQ �— IIP, ZldOLm�,, - _ l Lld i e oll 4/L 2L-.6L II 9 afieZ-IeZe6 YM nvani zy,Qma�auvalV,--Sah191L1 I•{ �I _ yt , //nV.l.n.ty ly'.'iNn ZFZS•G9Z•9ZF=nf 191Efi9Z'�iC la, --- - - • E 1 ---- gawaya53uled ••u1W1�8 alnpayoS awayoS -ZJ ruled 6ulppo O v_ -- - - - - - - '�o0a d0 dOi- - I s C C r ! s LWZ/9/6 .9L a q .0 o-l�.;lt I -- uoljOna;suoO _Ell5s4 IEld - PI. 8�J uogena1A 3 up!In jo; panssj aooldannoao 600 ISf/ El- �- nwo • - I Le'DnLI! _ Lld NNtlB 13Ntld lVDl2lJ.D313 SZLO 9Z SUOIJEn913 3 bulppo L•r•r[o —� � = saolviuN3ndooa sgsseo F «» _ S1N3A lOnO "96 90 =T - S1nOdSNMO 1= - —,Zld! O ONtlS21311nJ03Nn1DVdnNVW EZLLLO n7L 4L-st Sl ee ; - ONIOIS dVl1N3W3D-b391d Lg9q LO • IqFaoold wsNI dSV £L L£LO — ONIOIS 1 NVd 3K30 H 9Z9b LO S31 uu'ci"a ucNQN ;?Ovtdvl got Eal[Lo I — - OM 90 neaaxJallD ONIH030 OOOM c:yaH 6noOI "aWwkm 1,13mEd t r---+ - - ---- _. _ SJNIll"-Itl13W OOZs 90 su•.wls IMP" 11OLD3HIG 103fOtid risBPo - - _ SNIV1S NVd ltl13W ELLS so :A8 o3Aoaddv A2INOSVW 2133N3n lINn 313aON00 £L'OOZZ qO ZSD•nlOr 1131i1SnK 1J3lOUJ _ = - - _ �xal alouf�a){ amen 6aN pua68-1 alouAD)i I - lxuxid ioinB P•^ss11 9tOLOlAJ 9 - - -- - ' pd P•1•pan I •lomm f h-,Zh _ _ _ - - - - - • toed u'�lldl •{•ZPotn C dOOa d0 d01 Ie1Dwp+S malnaa iaeOl 5t071L12t r C OOrS S4 EZLL[4 lou�wgnsenol StmWit t NOLLdIaoS30 31vo mom uowwOO uI sa;oN Lozl 1WZV4 aaS:310N uowwo0 uI saloN god qL Zy/L aaS 310N • Me ,9L .9 q .0 9l .8 b ,0 ,o-t-.elt 7 r 1 o,t=.en c ! ! ou>npoido.io osn iogto 6uc,o,not smuod uo>rue g uo!Jena13-3 ulPlA G Z u011BA913-3 u!PI!n8`� s t,anyntN wet90',(I I f d yt na sn and c - SEtO•Z ` aii UnS�evolss?!a d)a ptlWlltlYq Paey.�iN mu'Z - - _ 0 9uXdo aoold olvnoa� e,4�y �nrvVMi3M1W ��! - --- - -- -, - � nwo —�', _.: •-�_'_ I I -= 1 - mtupsiyl - ♦`••:1.^ ---- _ _�—� - y is I _1i 9 s6uqueld —=7 qld qld _ ol _. - 21001!DuL T.ld l + dM 'uOIBUIIJy i 3N anuany ujLL WZOZ •^ - 1 - aM-.sL 1H `S UE)W SGAU - .n7L of ./ 1nr.oL_61- - - - - _ - - - - - - - II IIIIIIII Ud Eld -- -- 17 Cid vzh eooaaodoi --- ------ - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - --- --- - - �ooa do doi - - - - - - - - - - - - - - - - - - uowwOO uI saloN Lod gL•ZV/L aaS:310N ,9L 19 ,t= .0 -o-.L D 17 UOIIen913-3 bUlpi n 40S1•4 ooldoNnoao • Vld + 41d sL nwo nwo nwo nwo vL' yooO,g xopuM 41d jJooO 8 mopulM bld EL ALL L-,6 -- - = eiosed 8 wPl Eld ei-j 9 wPl Eld - - - III I III �jj `�' Zld HOOD puZ ZL IY t Ifl �I N ij,I€N.€ - laved Zld laued Zld L l _ I _ I del lld del 'Lid j OL Eld i I f 3 I I qld I� Ni JoloD IeualeW nop � eu.miN IIeO ] eO iolo Lid O away-S lined O awa4aS lined j 6 e �nn •I L • aool�we - - - I!tt :�;:;; I j II !€! I - Eld nWa nwo nwo nwo s JooOg PuM 41d -a,g-.PulM bld BfiPZ-LOZe6 VM nuana ,nuantalA-11M�A191L1 let ensedg wpl Eld elosedpwul Eld 1[ b MYvatuyLymM zers'6e�szr.J laved Zld laved Zld -- E - _ del Lld del Lld I Z - - - __ - Joloo IeualeW lnope0 �oloo IeualeW lnolle0 -I L -s £ld � 7 9 awayoS lined v awa 4 S I ued----_--- - _ - __ #awayoS tuned #DUlPU•B ____ --- - -- - puo6al awayoS lu€ed appa ps awayoS luied 6ulppne bur - - 4-7-1—1 do dOi - ses�w Etu to i t - L6pq/� uol}onwlsuoO aol panssl .91 .9 It IQ1d .o-.1=.Bn -� �- uipjing jiunwwoO - nyyo 30N3d 8V030 f,X 1 ITvoo zz ro = 16fIVHX3 ti3NWIFiJ 9456 80 Saw to — _ _ SLIO1VlLLN3A:1 S756 80 �_� ,I SU011BA91- Zld Mum- yp f /` J .SLI0003JVNV`J OGLE80 buipling Apnwwoo aooZL- - - J q S1nOdSNM00 rtw _ W!s Vie ONV S831MO 03i1f110Vdf1NVW £Z LL LO rt'9v to - 41d \JJ (I 9NIOIS dVl 1N3W30-1132 1d Lb94 GO JNIOIS-13NVd 1N31N30 2i381d 9Z94 LO bld S3l9NIHS1lVHdSV £LIELO •m•+e9 ucu oN I �rclar�aot - - (r,��>g`w smmal OOS l 90 .1Ra98J310 _ _ -- ONnl�34 DOOM w�yoH 6no0 :a3orN W.Ln3foaa th9►t0 - S9NnIVL1 TV13W OOZS 50 .•..sl••�aly a0113atO1J3foMa =-- -- SNIVIS NVd-1V13W Ms 50 u O3AOadav old -- w-00 ZZ 40 a50'r10Z 113��l1t:1J3fOaa lx �ttdt - - ane (a al aloufla>l I A N Y Oov dG dot- - - I pua6a�afoulla�{ zonadl 9tozretrot t eueeo izu o—,I iRLLI•d P•nsfl KOZroU9 9 b-cimewni 911OUSA2 r • a•d ! 9$OZNUt C I.1,•uGn6-"v zz StOa"Wel. a INnS dnD wttl 9tQz t NOWIR10SM WE NUM uowwoO ill Sa3ON JOd ZL'ZV/L aaS 31ON uowwOO ill S81ON JOd ZIZVA aaS 310N muonpoida,o,sn,aymduc Jq no!ssryuatlunp w..W uly0 ..61uo laafmA sry,uo asn,oj{ ,9L .8It, .0 ,0 sp-q �ai.„a5lcuoiss.3o.,a aotlWtllgfpl s,loal�y�M Z .Ott•_B/L 1 I 'nul`NYlK3�lAQ 910Z14^P^doJ'1 - E- uipling unwwoo Z- ulpling �lunwwo� :s'dlmwp s yfoNioav - u wa - � TI . . .;..(Ir.lILI I�� - - Eld s6W ueld two Eld — `dM `UOlbuilay - 3N anuanV y3LL LOZOZ 21 - - - - - - a007d P z aoO Puz it' ^: l Zia `SjU@WjSanUjF! b1d - - i zed _! I 4 Lld - Uo}6UIIJV aM _ — = l Vid -- ' Lld Eld LEld LL �Ped ttIt - - - - - - - - - - - - - - - - - - - - - tln - - - - - - - - - - - -- - -- -- --- - - - - - -- - - - - - - - - - - ooa iO doi - --- - - - - - - - - - 10Otf dO doi Ll uowul0O u1 SaION JOd ZL'ZV4 aaS 310N O-v .9L .8 b 0 -a-.t=.en s1 ulplrng ;lUnwwoo nwo nwo nwo nwd v1 aaoO 9 m�Puwt 41d .aa°+g mopulM 41d El - - - Cid OOIdONflOaO . elasej g will Eld erased g will - .. 'I railed Zld !ailed Zld ZL T7;5' tle� LldOL nW`.� I-alew ln.po 1.1.0 IeualeW Inolle06 Cl awayaS ruled O awa4aS ruled t 1 B .z1 -I .- t ) nwo nwo nwo nwo a00ld puZ ---- -Sim - - - - - - - - - i E(iiiii:i� . bld roo08 Pu1M 41d ,0009mopwM 41d _I 9 oazs so J rt Me 90IIII r'ii .. -` - s Eld ei-j g will Eld .'- 9 wPl Eld _ 4 Yh1t2'IPA•VN'luuq +4111 y^41•dtrolf lygyt.l Oast Ip - III Im i `� laded Zld laded Zld _ f IIYvNra}(r— ztm= t-* Iait'MSri i q- - tl¢7 tld eel vo z _- �qo0 leualelry lnone0 l0100 Ieualeyy Inone 1 £ld g awayaS luled y awayaS lured Om SO #awayaS ruled #&NVtIO6 pua6a3 awayoS lured 1u!B ainp aulagOg -- —--_ '—_-= - Eld luted6utpimg - _ - I ° tt it �ooaiodor - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - S�S4 yO 9rS6 BO s : b r 1 Jj u01}en913-181I04S leJIuaO _ • . L WZ/94 uogowlsuoO aoj panssl WO ISb' suolJena13 lealuao op�meB-OWN NIV.IdV�080f :AV(M)LAID - - - - - - - - - sJOH 6^00 �19DtlNMf 1J3IfgIJ SUWA IS 1"UO l lIO1J3NI4.L03fOMd CdXD'0'0.bZ @ 9XE AS GHAQ'dJdV 'OOOMAId 0121-b/E no-vwz 11381Yf1111.J3fOM1 83A0d0OUIVIE WV3S ONIONVIS I I I o-,f e A uogena3-aa�la4S l mendl 9oz/901 i Z uolIen913 Ja}Ia4Se7; Uwr s1oTJo1/9 S NOLLdRPS30 31tl0 XdVA uouonpo idm io asn jagiu bun i J uolsswuad uauuns s;aaligaaV ulwgO-6luo faafwd sigl uo asn iod•{ vag Ieuo�ssalmd;o wawnusuf s,laauyuV ay,L'Z O{'W •auf'NV W3JIA0 9lOZ lgdu9doO'I {j :n O...p v li H 8Y W'S 8 El ws d VM'u0}6u l IJV I� 3N anuany 4;LL 6OZOZ 1H `SIUE)WISeAUI `d DM dAl a,.bZ 9XE to H YM OOOMAId 081.b/E wI5 y UO 5UI.I {o 'd3Ao d008 IV13W `' J u4s WV3S ONIONVIS - 007 U LL V ed O.I=.b/I g uolJena13 -JaIla4S lei}ua� uol;aaS-aalla4S lei}ua8 C9 3f103ENV8 O - 0 ML • '000AA'-ldE£J 9X£ OOOMAId O81.b/E N3AO d0011 IV13W vrul:Io:uc vs�ww..;I .ASNI.vL�wuvly�AaAl 9I:I WV3S ONIONVIS uvn...sy..n...0 ;s:ccssrravJ 1ylc-os:s:e r� d s r t Z I s r £ 1 / 1� - • L OZ/9/b UOIIBAD13-ja;la4S 43noS 6 �uoipnjjsuoC) .. Y joj panssl 600 IS)d Suol}en913 a9;l94S 4lnoS Y v • WRNB ucNaNI ,Uyldy-)sot -WH 6.00 1 13DvNYl11 laaroda ai+ —13 b^�i WLP" 11o1J3N10133=4 u- _ U_ AS(I3AOaddv I$G•b102 NIBIVCIl2 BO—da I 0Oz@9" I 1 woad 91•Z/•llol 1 *uOdbuff""n"I 91•E1ots 9 NOUAn 0530 31v0 )rdw U.p,oidu,o am+a4H'Rua,o/ao!mmad um-% y u011en913-JGIIa4S 4}noS ' s,iwpuY�n90•Aiuo w.,fa,d n4i uo aan aoj•_ „a-.l=,.ro/1 q v,S lcuolssa3a�d)o mxuwml s,I�.,ny,n+ay1.Z Z uol}ena13-aa3la4S 4jnoS (� aul'NV{13YAo 910Z i4Au6doy, si g fl..p s.yLL i .o a l .o•.e n ev a I ld -.e r yM `uo}6uilJy 3N anuany 4jLL 60ZOZ _ IV `SIUE)WISanul _ uo}6uiljv 4M 11L LL �la�d `('dAl)OO.bZ @79XE 'OOOMlod 991.41E .. • • • Yl'9Y 213AOj008IVIRW 24 Z-,9 lC Wtl3S 9NIONv1S a+IS uoi}oaS-Ja1Ia4S 4}noS £uol1ena13-�a�la4S 4it • d011SVO3ad dVO 313MONOO d snonNIINOO H11M HON39 nVVO HOIH.,9l • Slll3al - wdnionuis aid WY3S YIAFilai \'M'uau\A +wO M.\au}mlr l�iN 9121 - _f u ur,.wl4r•.u.0 [\s'c5R—.r�1 iaicarx+W ltl2if11Of1211S aid WV39 ('dA-)•0.O.bZ @7 9XE 'OOOMAId EPRI JI/E a3AO dOOa Wi3W WY3S 9NIONVIS O � z I S � - I b I L WZ/9/6 uo.11onalsuoo uOlJenal3-Ja;la4S 4PON aoj panssl 600 ISb' suolJen913 aaIl94S 41JON - v oY>:FB ucMeN I NIYJAYJ dCN 1 I Ad GODAIl'J sn�1oN 6-0 1 -Y30VNN"JJNOW � x+aAv:SI WNs I lIOL13K10 JJ3(ONd _ Ud(13,108ddL' _ _ Z50-4wz I mUMIMNJJ3fONd zoo ad 9toMl/ol 1wwd Ou M^d Pw:aYl, 9loyo1,5 5 NOL1dIN7S30 iV0 )(dvl% uouanpoWi a—ujw Rw Juols—d w9" s�+rsyuV uspg0'41-p fosd I.ql 1.-1-i{ vas Icuoiss.Jo.1dy,lu U.1 s,I�.,nYW xu"z "�1R:CY1C7N.1O 91 oZ N��°J l d rL eY Z uoi}en013-J91194S 4 8 £ uOl�ena13-�a31a4S 4�ON td {) � nw 1 Id � '1 ws dM `uo;6uilJy 9N anuany 4jLL 6OZOZ ld 'SIU8WISanul - UOIBUIIJV aM rt eY • . • L0 �CdAll'0'O.bZ N7 9X£ w!S 'OOOMAId 081 XC wiS - WV3S ONIONVIS J J 0-.L=.4,L g uOl;ena1-3-aa11 a4S WON uoiloaS-JaIla4S WON rr- 5L'8V w,s GfiGZ-19ZB6 tlM'�laaan3 aaup.xalA auueW lsaAl9f![ �vo.uaf.fV'•n,.1ni ZFZS GSZ'SZ6—J 191 C4S2SF la1 1 I � z ' s r _ 1 L 40Z/9/4 . uoi;oni}suoo jol panssl eoelaerl=l�J 400 Isd ` I ' —Idud _. SUOIJEA91- aoiaa}uI uolspagl apialcg u,;�:oy .\1V1dio uOf I :AG(IM0411:7 srv�oN fww0 X3'JNNYIN1J3fONJ suannlS l� :801.1MU13310M �A803AOVVV zso-Koz :w3®Nf1N.Lo3fodj I I NOUdlb'053O 31tl0 Y.21V1\ -uouonpmd®in asn Iag1O hue oq uomsl wnd uaqum s,uang.W uiuigo,AryO Im[md snp uo asn jod•c am.vos 1-01 a3adla PLWX-wq""Ilgary a LL-Z 'OuI Y�MV3MAG 91OZ+4•wdao.1 m auunery stu }i 0 yM`uo;6ulljy 3N anuany 4lLL 40ZOZ IV `SjUeWjsanul UOIBUIIJV OM LL V ed O J • • pOaT•10.'R W\•nata�a +410^M\+wMa1V/445lI:1 /.uywm,.�gnw..w ryafTaA"L.'O:>elf 191CKSU1}V 1 C wl 1 s r [ F 1 1 9L .8 .Y A r o-:l-.an 9L 6 V 0 I - o = � uol} as-y ulp�m8 Z uogoaS y ulp p Z L 60Z/9/b I I '„ ,1 9Y uoijona;suoo 1 r 1 r wls WS • aoo�d CP CINnoao — jol panssl +aooi3aNnoaz — — — 1 600 1Sd ''I,; 1 _7%tco ooa _ _ _ wooa cusso le1S ' L' fiuw 6uiu,a w�a wooJylBg Bwulo� 6ulnl�� 1 SUOI Oa u� usa, 41sg woaRag 08ed Omtto l 5ulnlnF — G SIII d' 8 pU�d 6Ulp�ln8 .W1 u•�• I _._, _ � 009190 —�j—aR'o`o`iewi——— rt— �DO'1d poz `—— — —— — •1 'i - tad rwmao tOeczu. 0 ;1e1S. uad_ yleg uwapag _t ` luo�leg WWI Iola u1oAaeg 6ulnlno�ssa �� >� ef ws L_ cLltto — e aam;cgucvllvN I Nry .IJO( '.la�Y.�311J Vrt Ot-bl — _ — — — __ aOGI3,WE t'.ngoN 6noa 377DYNYtY.IJ3fOTld aooldwe - - ": o0L5SO - , — d cr9Y cuontySpvgogv 'Uf1J.98a1Q1J�fnad S, I ,% v-' '-`-- wIS -- — - — wo:Ae aHAOUd�• rLlu3• uao 41eg wooJpeg �(uoOleg too 00 6ulnlJ oa WOOlyleg 6ulnllt :83a1NnN JDaf08dLSO-T OZ _ pwo.m _ t - +�Y .+aa lrwivdj 9tOZrDt19 9 — L19Y L0 t.� I f-\ I ( I I I I I I I ` I I I Woad oPnB oan591;� 9lOLNtN S i'PV d Galownl 91azreta T = + wS d 910UT111 C I .113 IY mo.q.s^ Oa 1 S1omwet z I I 1 I t N011dlat�30d1YJl 10Y7DAYJlf Num l —S—iOoa do doi— — — — — — — — — — — — — — —tint 90 — —StS6 — — Lelt 90 ———— ————— — oAIN oa Dd01— — — ——————-zr ——— — — — ——— — — — — — — ——_—— — — — — — — — — — — — — — — — Y � r -uouonp Am io asn jaglo 6uc,oij aolssmuad uauum I 1 1 I I OLiY I s JoauymV mcaga'�ryo laafmd sly,uo asn,od'� 1 ! uag,euo,ssa Jo.rd)v7mun0oq s,,aanya,y ayy j I Ol'EY I I II 'au,;.CYI\�`tA0 sloz,yal,.cdoDI LW 9•Y try LN l'Y H a yr ea OY1 av O •9L .8 .Y .0 .o-.1..9n {, 9L 8 4 0 0-.l-.en Y l U0l}oes-9 'ulplin8 £ Z uol}oag-8 ulPl!n8 `dM'UOIBUllJy wIS 3N anuanV 4}LL 60ZOZ I I I to I I N7 1H ,1'•y 9 4 SJala SetllS 111d5 310N SNOIlVn3 3 8Y11 aOd 1IA10 33S—� `S}UE)WISGAUl I ws to I oo9lC0 I I — oostto J - - - - - -\- - - - - - - - - - -- --- ------- �I u016ulliv (]M - - -- - - - - - - J. aoo��aNnoa� 2�0� —�a00ldaNnoaJ w�— in, wo� wooa I 6ul4n 6ulula i 6wooipa8 w�+Pag 6utulp1 6u1n1 1e uu 4.3 d I I .0 �I UJ I 1�� III� I�I �:3W 1 LLB d if, ��l ae �.. I I I 9,1 It-.6 vtlt-.6— — — — — — U a - 1, Hooldnuz — — • • • "'�aooid—ouz I u - , r � w� Iw� loi wooa wooa.. ..-. i l - _ t� wooa I 6u Bululp I 6wn woalp g Bulnl� II wm,�OOJpeg 6wn1� nuMo I — u3 6ulula 6ulnl� nuoa,eg of sY I I �� I 8 L�J I� t OL'9Y �, OOLS SO N3HOlIN � `` JJ - - .—.s.-- Ak JR 01-.6 I _I..0 _. Ir1ao6�wt'`J - - ---- - aoold PIC — — — —— ,.,'' I = 1od I wa., l 6u1n1� woapag �ulnlI 1�S _ I. �2111111.. I 6u,nl i 6ululd f II�� 1,II IL_.11 I a Aqua. 6ulula 6ulnll uoaleg I I I ,I 1 W C HI �, 1 tOtt 90 3H011� I I l t19Y • I I I I � 11� � � I l I � I I I I 1 1 �w 1 J \ OI�Yl I 1 I I I Cllt 90 I __ I—— tt•2► — I —— — — — — — — — — — — —— ———— — — — — — — — — — — — — — —— — — —— — — — — — — — ——— 1,r AQ1W d04d01 — U SK6 90 O I I Ol M I I c I I I • SaO1Y111N3A dOOa 91796 80 3NVad aNV 13NVd SS300V OIl1V LLL£80 S1nOdSNMOa 9froz-1oz66YM'll3 a.,pama,lav-A A%s1L1 aNV Sa31Lno a3anlOVdnNVN EZLL LO JNIOIS dVn 1NAN30-a3BId L494 LO iavpu;rysymrvn y6Z5'GSi SZb=I 191 E'6SISL6�a1 T JND4030 a00M 009L 90 Sl0nO0ad a00M(13a33NI ON3 £LLL 90 wdnionalS aid NNm00 LOLL 90 SONIIIVa IV13N o0Z9 90 SaIV1S NVd W13N £L L9 SO wunlOnalS aid NOI1VONnOd 009L£O c peal a)-40*l I anle�A•N puo6a-1 81OUAGN f h f z I r � z � I L WZ/9/6 uollonJ;suoo _ Jo}panssl W0 Isv sL .e ,v ,o I X-.L=s�L I L uolloos-o bu!l)ins suopes :D 6ulplln8 YC2Y v v r-�I m lQ g aooid GNnoao oosl t0 tttssn SAWS wooa /AAu3 N3HOIN 6uIuI0 O Qqj olted' ap�ale8--=N 1 �:Ylv"Vo)Got :AG - zrvpH bno0 1!3'JYNV1Y 1J3tOMd ,Blt It-.L - �, zuonotS Io��tY :UOL97G101J3tt1gd - - - - - - \ voold wz :AM Q'3AO'dddt• J - t5! 'd tH Zs0•rtoz :U3GLVN1.Ll3fOYd woo rl'tttl sne�S•' N3H011Jl 6uIuI0 6uuul Au Joe. All Ol•bi � -- - .ss:= - cuo!zy ea Yw+adl Ol07JOlA 8 UOoli Psc - - - - - f oozs 50 iwlad WOO Owlszll 9{OZMIA S -� lOd u;aud PaliPom movaim r SJlel$, a 6ulul0 6ulnll o Md 1 y{orrrin c I toll go /N1u3' �Wowyle9 Auooleg' mnwv�s Ma!Aaa� •a0l 9louuRt z 1 — Py"-sdnol siomFltI L CZlldo N011dILIOS30 31Y0 )Ibvn i•SJ' �> S1nOdSNM00 I o ONV S213J1nJ 03`JnlOVdnNVW £ZLL LO •uou:mpmdal io asn iaglo hue iot nonsiuuad.aj— ONIN030 DOOM OOSL 90 s,laauysv mr7gp Rryo laafad sMl oo asn god.� Slon00ad 000M 032133N ISN3 £L L L 90 ,vag leuolssajad Ju alatomnnl s,laal!y:uV a41'Z �1:.'v1Y3:7.ta 9tozlyA!+zda,�, lV2inlOn2l1S 2i3d NWnIOO LOLL so Ct 1120 I au!mary s!gl SON11M]1V13W OOZ9 90 G SMIV1S NVd lV13W £LL9 so -- - - - - - - - - - - - - - - - - - - - - wiinlonalS aid NOIlVONnOd OOSL£0 i tcer Val alouAaN j enIVA Aar{ z VM 'UOIBUIIJd puebal a;ouAeN 3N anuany 4ILL Wzoz `sIuaua}sanuI f uolBu!PV aM �Joj L 8 bI OII I 1 I I - uoIR.1.m.e89 ZUooaS LL N, d SoclIe O ITVOSGVIS llldS 3LON-SNOIlVIG-S aVIS 80zl IIAIO 33S I n - - - - - - - - - - -- - - - - +11 -aNnoap - - ---- f I l r I I ^ J wlg 0 1 I wooa _ wooa_ wooa. 1Hwooa _woad ■ 1 I ' _ wooa I Bulnn uiy0 wowpag Bulnr� BwMIPHIMC 6u1w1 6'M 6'mill ❑ 7U;00, ag fiululp� 6ulnll aost CO C I� �— �Ww-w P2 woo _ w 1. .- —, wl oa �` pt tt-A __ J I I tOd wooa I it 2f _ _ woo 6ulnrl !up woapag 6ulnll WOO �6uM0 6wu10— 6ulnll 6uv, woapeg 6ululo 6ulnp R uLoo 2i ' 'bnOQO'li§daC- L l I � I wooa_ wooa_ I -wooa :w', a6wnn WAll ul0 Woo � 6uuy 1 uap li no HI i FPI I I I r, f1ON l0 wig ---- -1 9GOZ-IGZ9fi YM'n�an3 -IYa-IA au-1-1111 •E'20 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - uvwuay.Cym,uni 26Z5GSZ'SZb J 191 E65ZSZt9a1 �002f d0 d01- -I - - - - - -- - - - - - ------ Elll90 I I I I I I II O t0 Z•0 L.., ghl t4 O t{YV LL-O ELO 00 U L Cl . Z I S { r z t i L60Z/9/L I I 9l e o -st a b o o uollon suo I Z uol�oag-a u�iuoi;oig- jol panssl m p.ti.►.n.88/t Z . isv 7 OOId ONflOao-- I . L.dd'' 00>li aNnoa�J-!I-- - C11sso �� (tI� _ - s:ev woo II--�I--�� t woos I suoljoas Si u3 6wu10 6uMn I lumd I �1so ws `• cost 6ulna - - +41U3rn �6ulnll (fli3 I utl Pa8 I GIu3 . 6uinl� v N3H011N - ICJ I � ue bul In ��It p d p�. 8 �•aooiiv-z r- -� - 1 snu•s - _. oostso Y -- � - - - I ai Y wooa lod ^iuooa tuoo �� wLn I • 1 1 e1S 6u1w0 od 6uln wo"l j uooleg I olw 1 — 6ulnl� - 6u1 !a uIN� Pa8 8 6ulM 11 ull PI 8 G6u 6ulu ° � � III 11 II � f i �a.deewu:oa NfYldvJeOf ,!�• N3Ho11N A8 o3M031t0 - - IHt Ot-bl I -F 1 4fl Ot-bt VIM&00N37tlIN1Y Y�3fOMJ a001d wf - - _ aoo-la O+C-- r- - ,� - wwM3NQV�S7 lIo1.03Nw LJ3foad 062550� I _ _ _ i w00a ^{ l�! WOOZ{ -� ]F-1wooa �WOOa '.18o3hoWAdi, - j M=1 WOOZJ 1` 1 so rtoz xamau:lJ3rona ��3 I 6ulnl� 6ululQ �u �oaGag 6ufN�� woospag �6tunt� 6ulul0 6u1n111 uooleg l III I�i III I _ 1 N3H011H I j Ell, ---- 1 E2u LA I I I 1!--dj 9lowt -90— 6W t1R 9 - - C u f' 1'uu.d udrvn8 t»mq MUMS S - ��4d Mleoao 9Iovtitfz s - �•••�_ �' ' •cyoed oly 9tOPAlut 9 1 J��--0� Ot NNwO^S+a�"%t��no SiDLIL tfLt 2 rl tiSO MWtW S dmi 5107,WLt t N(Nldla.)s3o 31va )!!!VW I S'If • dO - - - _ — _ ___ _ _ _ _ _ _ — _ _ _ — _ __ __ _ - - - - - - - - - - - - - - - - - - - - - - — —— — - - — — — - - - - — — — — — — — — — — — — — — — Oa d0 d01 dOOai0d01 - - - - - -uouonpadc++o osn+aq+o 6vc l uoas!—d un,- Ctll BO Z`l� s2.1auq---v-i.g0-Sryo fanfold snp uo asn jo3 c I vog Icuolssagoid;o luawnps:g s111a11gar,+a41 Z '-,q, vN35UQ 91oZW-Ad-3.1 I t :s,..!—p snu E X .9 .b .0 .9l .9 .4 .0 .o-d-.Bn .0-3...en - (7 VM `UOIBUIIJV 6 u01139g-3 UIPIm £ Z uol}oas-3 uip�ln8 3N anuany 43LL 60ZOZ ( I f 1V - `SIUE)WIsanul u016ulliv aM52 90017J aNnoao_ - - aoonu aNnoa� 1 sllelg yofod I I I Bwoo� ILL �Jed i�uU3 N3H011N wl0 /�1u3 load J-3 L.a8 I WoaDaB /u1 I I 8wnl� i LLT oa t t� ,•st m I ! I I w • • • .B/l!l•b I 0051 90 COt1j puz__ _— L ss,•.— _ _ - - _ - �.. - aooiiplz _ram ff u � I I v l I' R 1 � � � wi 1 sflelS `ai .wooa I u sv II I W a - lw -8u�n1 woolpes 6uwi 6u�n21 �ti1u3, N3H011N 6 cw0 \J�"6u�11 Iuooleg usv �/ , a ILA lu Nt Ot••sl �!I►�.�_4� I t nlk N. of dob so _ woo ! tod oob_ a sf e1S 6u n (uoo e - 6w/y� ww0 6wnl wool 6u1M1 �Nlu3 N 1H01IN tt I I� 19 i • C¢u co _- j -- I - — ll Y .b-•Zb - - -_ - - __- _ I .s•Ss ---I- - - - -- - -- - --- --- - - - - - - - - - - - - - - - - - - - - - I j00a i0 d01 d0oa d0 del et l 90 I - S1801V1I1N3A dOOLI 9496 90 I sISO BO I ( S1nOdSNM00 I C ONV Sld311ns 03an1oVdnNVW £ZIL LO ONN030 000M 009l 90 cca-tozwvh' .a •�.t+0+^r1.:�.7Ktv+Rg9ul 13NM:10 000M 03VM:Ud:J3h0 VU!:90 u.+..Wn4N.+.n zrscszszr:nd tolctrsr q'+ v 3 e•3 73 Et'CN slon00ad(100M 032133NION3 £1 L 1 90 t•3 z'3 r3 �✓ s lVanlom:us 2:Od Nnmoo 6M6 90 SONI-1IVId-IV13W OOZS SO S2JIV1S NVd'1V13W U6 s 90 i"nlommus aid NOI1V0NnOd oosL£o ycalalou/Ia)q anleA+(aN o pua69-1 alouRa>l i 3 L b oZ/9/6 . uoilonJ}suoo Jol panssl Wo Isv u011ogs buippn8 ApnwwoC) I I ay.s�d ucul.H �tvtava ecu ,9L .8 .17 ,0 I .o-.L..erL �j� Ad oaMJ31IJ - 0051 EO I 6 u01 3$; uIpps ,Un6i!I ; s.goH fmo lt3DlstlYlY L}LOMd — -- W.-Is i••sso119 an1J3a1Q xfol" 1 eda3Aowdv r — — ZSO-►lot Ia38JNfmiDaroxd iioob'oranoaD I I I I I A9Qol 8 M.unwwo0 i OOed-- i sut w wgs�.a nlui.d 910&Vt19 9 Iw ad P7Ine t»nssl I 910=19 9 I I wdPw.9.nt 9toustn e SNIV1NnOd ONIANlaO £LL4 ZZ 09d -di 910A911t E do0ld P.Z I tn.>ansMPwa s•0I stoyeutl z 3WVad ONV l3NVd SS300V 01J1VI LL L£80 — — — — III - -�—ooto wd I Ioinwgng dnol 9L=Wl t S1nOdSNM00 I /- lots to NOUdIa053o Elva XbVn ONVSa311noggdn10VdnNVW MLLO sotto AeMIteH wooitpag 3aso10 wonrpe8 I �UODIeB wtt90 S3lJNIHS 1lVHdSV £L LE LO is 9v I zt& ONIN030 OOOM 009E 90 z�—j uouanpwdw jo osn ingio,Cue ioj uolssluuad vm LINO SlINn 8'S V 9dl.L 1V-ONDiOOl9 9 L L L 90 ' -- --- s,laallgo,+utpgo•ATu,laalwd s�uo asn io j.E I aot.vag 1euolssa)ald)o}PLUN1a,s,magq.-V agi Z 13N0RiO DOOM 03VMJj f3n0 4L L L 90 I - - aul:�rYL�dYAO emZ,gsl 0.,)'I S10n00ad 000M O31J33NION3 £L L L 90 :=I gu!.,,s _ _ I lV2ln10niJ1S2l3dNWnl00 LOLL 90 a SONnIV'd 1V13W OOZ9 90 r /N J"n10n2J1S 2:Dd NOI1VONnOd OOSL Eo IJNIWaOd of,aE ——— — 313dON0030V1d NI-1SVOlVanlO31IHOUV LLL 9 EO dooa do doi —— — — — —— — — —— '� r � y 'U0�6UIIJ�/ ettt90 a c90 ——— 3xala3oaAaN anlenAaN 'n'i ' s' 3N anuany y;LL IOZOZ pua6al a3OUAgN I z 1V - `SjUeWjsanul I I uOIBUIIJ`d aM �jo-1 mod, del LL Ved I ' .9L 8 4 .0 • w,s .t 9t a.zz Z U011396- ulppg ;iul wwoo Z 52 , -vaoolioH—uo % •t990 of 9v �� woos ssau8d Ld \ ws y woos AUunwwo woos uu n woat I g IPaB Lwoos 6w I ►ut 90 I � ftL t tt I 90 I At.4E I — — — — — — — — — — — — — — — —I— — — dO0a d0 d01 — — — — — — — —— _ _ — — _ _ — B69Z-I9ZB6 tlM'vaan3 anuQ.xaM auwWIsA191L[ �auvmus.7.SP'mnm ypy5'G9ZSZp—J 191E65tSZp la1 CL'EV 0'80 — Z 80 t a . £ t I � p f L4OZ/9/6 uol;ona;suoo aol panssl ,.6-.L.2/1. o-.l..z/L L 600 ISV 6 uogoaS IIeM-8 u!pllne �' Z uo!PaS IIeM-9 u!PI!o8 Z _ t uo!;oaS II�M-a u!pl!n8 _ 1 - _ _ — - - - - — _ o O' V ..- — _ —-_ ►L-oY -- — — --� — . ►t7V — PRISONwis `o I — ws - wIS - _ -- I'- —_ I — _ - I• Suol;oaS IIeM v fl'8V Z� tO b wl l LJ / E9M ►1-9d - S l� - wIS U x opete8 uev7stN ;Y[Y1dYJ 8O( Ae aax»lo -YOH 6-00 '330Y'1YW 1J3LONd y°rod wa.wiS IaavM'/I '11101J3M1OlJ3[OUd ,uad I ;AH 03 M&W oiled LSO•btKI 'll3MMN 1J3fOW lt'W �• r� L L'f3V wIS IO I wiS Iluu.d w .8 w"ll itoyom 9rIH/ ifJ N01id1530 31V0 Midi" wiS WS�/ I � I I fL• 99M tod IH uouan,wldai io asn ualpo hue�o;uolssnwad uapum I �� - -� s�aal!4uY u1�90'�rya l�afo�d soil uo asn ioj.� � I 1 wiS L I I WSrt•iY vaS leuolssaload)n lu,Mllttnn,sl�anq�+V�4i'Z lJi fl9V � '�ul:NYfR3YAU 916Z lyB pR 51q[, ( I I wIS LJ sl SwMery fl a i I VM`uo;6ullJy Auoolee 3N anuany 4}LL WZOZ °°lee _ ld `SIUOWISanul UOIBUIIJV aM Ws - LL V ed wis - — j �. clwY I n i I i rl w wl !Y w I I wiS t IS tH S LOd I(IIOOIee Au0°lee • et iV lJ wIS — to — WS i I l I 1NIVd1131HHVGaOdVA• y. eMa.vs- is NoLLYInSNI 11VB 6b-U E9M -- '` S3SSnNl dooa°3umoYjnNvw3ad acaa•laas vai v>+.,5 >wl°�u>.labtc lNs�ri_i _-___-= � . ,,.ve.�..rw•.•1.•. .s:c•esru.:,sd Inlres:nl av .— —-� _ WS wIS 'a SEL BY iix — _—• } r z I z ' f i I T uolIoaS IIeM-3 ulplln9 Z uoI}oaS IIeM-3 Buippng LWZ/9/4 uol;owlsuoo - aol panssl Wo IS V MDV ltl — — ltl suolJOaS IIeM u�ev to olrtNcB ucyn7q I -laY1dYJ 00f w!S :10 aMai J 1m7oN 5-0 1 013OW"I.l lmlild I;UOAS P94M 'V01XVICIaMlild bIM AB Q3.10Mddtl ZSO-VLOZI WMEIMN lJ3fOMd 4alod luOJd I lt•9Y � ll'YY � -: � 46YV I wig t� w!g l! tail bw+*d Do^bAI •f0U019 S �. f..._.�.— I NOLLdWO530 31tl0 XbvA — you>npwda:�o asn:agm hoc:J oo!ssnwad ua>lux C9M ! saoangvy mwg0'Aluo laafmd sppu.asN�oj.� ( bC81 'tiNN�$!¢No155)O.Id�O NgwYlgll sloalryvV'ay,1'Z l� ` l{I :\ltlNT1A491OZ IgSuSd.:) I wS M 9.!..I SfyL El 8 w s ttl I ! I I ! I dM 'uo}6ulliy 3N anuany 43LL WZOZ IV AU03jee `SJUGWIsanul _. uol6ullJV aM lC1 wls lv I I IN w!S ol � I L.----- —— — —— I 1 11 1 li 1I � J I C9M, Auoole8 1NIVd M31HHVB'JOdVA • 8M`J fig NOLLvinSNI LLV8610-H S3ssma=loom 03Nruov=I 1NVVMd- L 19M W/12-10.'96\'.N'lua+n3 �4tl.W.\+r�WW K1N NI:I u-uxuuTfYtiw iN.s6SCS'a • - -- � wis t0 � I - ; r t L WZ/94 . . uo!;ona;suoo aol panss! =.zn 600 IS`d Z uo!joeS IIeM- u!plp8 .unwwoo Z uoI}oaS IIeM- u!pl!n8 }!unwwo� — — -- - -- — 0 O suo!JoaS IIeM to—to = - tl y I I ' I I apMCS WWQN \IV,WV.I S(T1 �A8 O371O311] vuoN Wwo 1 OVf.'VIC 1.•/3JOUd --04S wovrW -do.DJWQ1J3JOltd 'As O3A0nddv I rw rtos aaeU'inn.uaroad I I I 1JIOdSNMOO 0RBd I I IIII I I Iluved wDMBOanetll •tOLDtN S _,_ I I NOIWIN0S3O 31V0 NLYW . uogonp idw 1.asn ny.Ac�oJ uoissnuoad uppum saoany-'uV.!mgO'dNo 1.a[.d s!ql uo asn,ad aawag Icuo�uyJmd to ovavnmui sloall4�tl'gI'Z I 'y+l'�'V{V3`L1O 91OZ,g9u6d.D-! C, fi l3 w!S yM `uo}6u!!jy __ tod I st'atl 3N anuany 4,LL 6ozIZ `SIUE)WIsaAul Iit ,TO Iii Ido-1 1NIVd 113R111V91JOdVA- A11OO1ee LL W d 9 .B/S• N011tllflSNl llVG 64-1i S3SSJI1J1 doO1J oR8rLLOVdfINvvi311d 1NIVd 113RIUVfl 1JOdVA- C•M • SM9"S N011V41SNI 11VS Wki- S3SSJ11lld0 011 O311J1I3VdnNVW311d- If • _ I -- --. - .I w!S tO I _ -.—.—.------ • BGOZ-IOZB6 tlM'n�a^3 zyip malA aulaeN]AM9fG1 uvmumpiymnmi Z>ZS'GSi5Z6 J 191E6SZ SZ6 Via! 4 �r L40Z/9/b uol}onalsuo:D ao�panssl P,L=.S/L •'°-'`-"Z" �, / silun leljuaplsa�shy 1�6uljunon''D saoe S ol�gnd-shy iaH ul}unoW ' . '135010 a31VM 3H1 d0 301S N3dO 13SOI0 N3dO TIVM IOalN00-a3MOH5 lltlM NOtl 3H1 d0 3OIS N3d0 9-a3MOHS 3H1 NO 03 Lvool 39 3H1 NO 031tlJOl 39 Ol SIOiLLNOO HSnld Ol SIOfiLN00 HSnld � 31ON :310N ' 7 • S13SOlOa3lVM S13SO10a31VM ilNn 39 3dA1 ONV SWOONH1VS RISISSD03V S13SO10 a3iVM IlNn 393dA10NV 11Nn B 3dAl ONV'3191SS300V V 3dAl k 3I Il 91SS300V V 3dA1 VM aV3a V 3dA11V a3SN3dSl0 319ISSIDOV V 3dAL IIVM aV3a 1H013H 1V3S ONV J� 1V SNIN0019'dV9 9VaS a3dtld 13I101 lV ONIN0019 aV9 SVaS I1VM MIS lV ONIN0ole We 9Va'J S / 1tl3S S14519H bui}unoW pue SNI _ OIOd V spiepuels Aj!j!gissaooy --- save eva0 ave evao 9.1 z �O- e g Y d'dv.9reE 3 Y NOLLtl00l r5$ • SIOHLN00 • ------ Si llvmHi 3HM aVB 9tl v M1fv �_--- /M a3MOHS ONVH orme9-..N I ;�fV1dV090( ,1�1 -----_ ' dn-0NIM5 aOd ONIN0019 -_I __-___ J OV3H 3l9VXd .9 .l9OaaJ311J l'----'--'f llVM30151N3JtlfWe -) y-y9H 6-0 Y30YNY{%1J3f0ad �I}�- 7 wo.,plS lneurW llolLJaaw 1J3f0ad l �' Z Ab 1A90'dAOaadv 1 3 av99VaoIZav3a aOd SNIN00lB , , S101i1N00 � �", a3SN3dSIO 'S1tl1SOWa3Hl a010310ad 1tl3S Sl3lln0 1EMESIVOl OW a3.LNno0 a000 NIVINnONIANOd .bi Zt I � .Z•.E .Lt 3 .K NIW 2► XVW"ZL 'S3H011MS 3StlNSIS ltl01dA1 O3INIIOW IItlM SNINNIaO 'NIW.9E 'NIW.PS I NIW.9E ;2 S11Nn V 3dAl1V S1081NOO TlVMGVBH 9nl 3 m_ NNIS a0 AaOiVAVI ONV'S1V1SOWa3H1 1HS13H 9 3dAL m 13NI9V0 a30Nn 'S1311nO'SNIlHSII aOaalW ONtl 31915S300tlV 3dA1 3 r� 'SNOOH 1V00 1H913H ONUNnoW Z NOI1d1a0S30 31V0 '�ti-ffr SON31X3 SNIa00ld 3StlNSIS 1tl01dA1 �I Fdzzz:_.ane a n uouonp.,elm.. ahm Rue�q uo,caluuxl anluN L+ Z �� 1,,nlaalvnwao�p�I„rn,dgLpwmOS- z o mpS puolss�loMp lwvAnurlq s,loallq:utl ntLL'Z �7:NVIK3;U0910Z 14°wcda0,1 :sl 5ul..p s'LL El a35N3dSIO 13NIGVO 919VAOW3a -- ---- F 1K l3MOl a3dVd SNINdVN 135010 a31tlM 1NnOW A NIW aVLNVS .1aO1tlAY1 a001j 3191SS303v yM 'uo}6ulIJV -- --------- K Z �— 3N enuany gjLL Wzoz r z ld - `SjUeWjsanul u016uilay aM 11tlM NOtl89n1 IIVM ON310a1N009n1 (SllNna00lda3ddn) e 3dAl ONV 7VM 0N3 IOalN00 9n1 3lelss300V OV3H 9n1 LLNa Ld 3191SS300V V 3dAl llNn 9 3dAl ANn V 3dAL 1V01d u • • NOV9-SaV99Va0 301S-SaV99VaS a3HsmNIDG 3U=1 3l9Vl ONIONWO NOUVOOI ---- r-----------„,-1 SIOa1N00 _ - _ ___ i NOUYTId1SNl - ----� NOUVIIV1SNl -- NO Yj n ave 9tlao r,W— -- -=.' ave ME) r- _ ave evao r- " YJ 3aln n 3anlnj a0d NIN00193anlndaod SSNIN00I9 ONIN0019 - 4 0 INrI 'N•7 'XVW 11 i 'NIW � ;'� �� .O-Z .0•.Z .0-A z i��• .0•.Z ? �ii� :D•Z �I 7CVIV 1 z 71NYy IMI S d CINV ,Y I yam. • ry /M a3MOMOH50NVH 5M( b it ` .91 .Ob NIW.ZY '7NIY.ZL 'NIW.9E � NIW.bS NNlan 83SN3dSIO 0tl3H a3MOHS aOaalW 3191SS300V d3dV'd l31101 a3SN3d=dVOS 319ISS300V • N K i aC—e 3 M,IR•IOZGf.YM'll•� a..4p �l+m+nlK lc511tl1t1 .Yq .. axcrsrcxYw! ulrbcMga z a r { r I s z l L WZ/9/6 uollonj}suoo • JOl panssi 113MOHSV31 NOWWO� 600 Is`d sapis 6ulsoddo;o slulod la;uao ayl;e � painseew suolsuawlp payslug aplsul:aloN saoueaeolo Aj!j!glssaaay I I I v I Lr�na+e��N � .vvtav�aor . 1 =.tS QdXO31U L Z90-PLOZ �N3EI1Cf11:L73fO8d IIeM leas I IeM 4204 t NoudluDS3a 31va YEf,Y .9-,t=.zn s�iu� 8 a 1�s saoue�eal�a�n;xl� swn y aanl}e saauejealJ aln{xis •uounnpwda,io asn�ay,o Auc l03 m nwa issd awu�� ssoaugan<r 0 u!c1gO'Al..1ao(md sigf uo asn god� uag!eumssa3a,d 3o fuauuu!su]sdeanga,tl a4L'Z -auf`NVW37V.Q 910Z 1y9u,CdoO I AaOiVAVI NDHO11N ltl 3DNVNV3l0 s!oU!..p s!g1 a3ANOR13HSVM ltl 3ONVEIVMO NO NNIS ltl 30NVNV310 a a ANOIVAbl 83ANQW3HSVM IV 3ONVNV3lO NO NNIS IV 9ONVUV31O I u!w,gV — _ „ N3HDlIX ltl 30Ntl21tl310 - — — — — - w of — — ' w•ev — — I o � o dM'uo;6ullJy - - - - - '� — _ _!w.90 _ o 3 o 3N anuany y}LL WZ0Z - -,- 1H 3 0 0 10 - - - - - - - - 1 I u016uilay aM o ? - HlOIM AtlMHlVd ifV310 AVM21OOO 1tl 3DNtlNV3I3 H101M AVMHltld NVB-I0 AVMa000 IV 3ONVHV31O n,. 3 o � Ma ° M4 0 0 El ---- o 0 '11ItU�r�a.9E D � K uw ie vlw�eala.ZE 4 aP.ZE • afll IV 30NVNV310 13SO1D d3IVM 1V 30N"VS10 SWOOaH1Ve 31aISS303V-NON 1d3DX3 S1NOON ar111tl 30N"V310 13SO1D 1131VM ltl 3DNVUV310 lltl ltl Q3uinO3H-33tldS ONINNni - — — — — — — — — — - 'u!w.09 ,I er113O H1ON3l 3OVdS 11OO13 11tl310 r I 1 3OVdS 1lO011.10 — I 3Nfl-LXId NO w .. � c 30 VdS 2lOOld i1tl310 > lltlMlN3DtlfQtl m mAr,.•lo.'of V.N'M1vzV +•9�a�u'N+�Ve'1Y niNz�_I 3OVdS iIOOld 2ib'3lD 3 3aruxid NO 1390-10 umm+ffV � [tYPGY[St��9r IOIC66.Rt:ra,I ?II 31VM 3DtlfOtl � �s llVM 1N3OpfDtl IN ', O 0 /Md3O1NfOAOQO ALIOltlAb"1 9•.Z p IM>J31N0OO 1N30VfOtl 30 3903 i xew.g r i •xew,.Bl Q 'u!w.,EE u!w.94 •ulw.09 f t E 1 syun doo19 isL ul qnl PuV SNOUVOO113NISVO aOd SNVId 33S OM IV 6u1>1oo19 OPlAodd t . o-,L=„bIL Pl .o-.l=.ron uo1 ena wOOJ t •wL .o-41BE Jglen }aulgeo inn 0 uolIeAal3 ajewel1v p uol;eAa13- wooJyleg o UOl;enal3- woOJy;ea q 1 13- l yle8 Q�' a uogena13- wooJy�eB ue�d - wooJy�eB 'N .Z/l� = 1 LWZ/9/6 _ N �'« uollowlsuoo Job panssl --- _-- St IB0 awe �oo lsd e lat ;llSY t sued WooJyleB - Sl 90 O v r -7\ a0tsBt • I � 171 Tl OZBZOt SZ'[tOf ll st Ot S 9tZOt OOC epee rYaW,SL BtBZOI BIR OI � ,f- � �•9L .U.Mve ucunN + ::1\'ld1'J BCx WW,Bq =Ae 03:0310 wWH&-0 uoeoodooO�oueId asS s3lavn w..Isw.=Mr tK/u�llnla3toaa son joold is ul qnl :Asa3noxaar PuV OM IV 6u1>13019 aPlnad 250-tioz -haffiyr 1-)3(0)W .o-d-.4/L .Oa .IF.L=.4/L p UOlJenal3-Z uJOOJUA pZ O uol;ena13-Z w051yj8q �Z q JOIJen913-Z WOOJ41BB aZ a u01len913-Z wo �Z Ueld-Z wooJy}e8 OZ 1 P--_--� Q a.uelsul PW U..,MA uatlt"s NOI1dRl0S3a Siva Naval -- J f1-- MRMII • i I ;;-, of uouonpwdol to osn laglo fun l31lolss!iwpd up— I It By pL o s,r+auLgwy mulgo'dluo mofwd s!ql no asn lod•� '- _ voS�euw 0J.y).mnnoneot agl Z z .'W3NAa 910Z lg9w4doZ)'I 9mm-p s u a1p—d uagM I I � S � OOfB BO ;ZIZ OL BtB L Vinci OZR OL lk-- silun doold is ul qnl PuV S318VA UO 5ul J OM IV 6ul�loo19 aPlAold b'M � } I b' .,o-,L=„4/L .oa=.4n .o-.t=.bn .o-t•.wt 3N anuany yILL 6OZOZ p u011ene(�- wooJy�eB P£ O uol�ena13-g wooJy�eB �$ q UOl;enal3-s woOJyjeBOqE; a UOl en813-s wOOJLl �£ Ueld-E woOJyleg £ IV ffn Ls}uau ISE)AUl ' u046ullay Q/A 9 dAl@ 3NI9VO r--_-- -- _ 3 �O� 319VAOWMI301AOUd _-- ;---- gttt t________+ BIIIBO NIW NIW.Ot4 • it .Zrt t tt tt ar y ❑ 8 ; A m pf w= LL V ed L(l 7 �fl r/- N Dots sZ DOfBB0 41 4 t 8l t -1 L 5tlt 9D 4tttB0 OtBZOt k S31atln silun tool]is ul qnl PuV OM IV 6ul>10019 aPlnad _ }, .o-,l=„bn .o-,l=.qn .tns=•4n �� Ue U1O0J p uolaena13- wooly}e8 p� o uol;enal3 - wooly;eB q uol}enal3- wooJ41e9 `1 Y e u0 1 1ena13- wooly;eB Id- y� 8 ---- • Ot �_ ES'IROt N BY N ON1114011 UOR131NI OOL9 9Z llNn a3mda ONV a3HSVM WUN301S321 SZ'£LO£L L �roBo • (IMJ ONV d13HS bLLS OL I SZftOt tt OOISR t fq Ot B ROl tROt �` Q (IOU NIV12JnO 213MOHS OZSZ 0 L _z 2JV913MO1 6 L SZ O L Z Bfia2-IaZafi tlM'nal�^3 a^Pa moma wl4a\stct NOOH 39O1d SLSZ OL auv=Nrnyiymwll zszs•ssz•nr-1 Islessz'szrge' a3(110H'd1 S"ELSZOL 13NISVO 3NIOI(13W SZLZ M s3iatln S2JO21211W ODES 90 ONIOIS 13NVd 1N31N30 a391d 9Z9h LO A1NO S11Nn 9 9 V 3dAl 1V-ONINOO-19 S L L L 90 cl ixal alouRa){ 1 anleA Ae)4 pua6al 010UAa>l E Y E Z 1 _ 1 S � u • ONI1HJ11'dON31Nl OOLS 9Z . GMJ NIV12Jf o 2J3MOHS1 OZBZ OL 2JVO 13MOI 6L8Z OL NOOH 3SM:1 8L8Z OL 2J3010H'd'1 S'8L8ZOL smoutiIW 0008 80 A1NO S11Nn O'8 V 3dA11V-ONINOOIB 9 L L L 90 SUeId Woojgjeq Jx9laloU/5a>{ 1 anleAKa)4 v - pua6al OJOUAe){ L WZ/9/6 .u..9rW�QIcjrsoA2 t5�o0e�44n�eotOpNL I T)3m�.L�_NaA9ure 1n(tI1Ua dd3AJt:00�9if43Oe11dNa„idr' n7 = ns�qg . eq -9 wOOJ l88 p Uo1;eAa135wooJy;ee O UOI;ena13 g wooJy;ea g woOJy;ea UOl;en913-gUOI;OnJ;SUOo wooly}e U aI Issa00b b a 1UBId Jol ponssl N3LVNVN JJ3rQNd [00 ISYt O r �rllt RN I o LJ K\\l 3 1 bJ z _ z3y3y x NOt1dMo530 31va xNV/'1 tLt 90 S'619L O1 OUS42 Bl9i Ot Ot Stll 9f• 9t9Z Ott S31NtlA uauanpmdai Go asn Gogto due Go;uorsspwad uouum gmauq-.v u!-g0'dNa IGaf.d sryl uo asn Goa g !r aa-S leuorssymd)o lualm aq s,]aal!gvtl aRi."Z „0-d=.4/l Y►A ,0-.l•,41L /^n� .Rd�.4/t ryn 1hL=.HI �n� ,.0-�1=4/L 9 u,7tvlf>tlaYtozlr�ddv I UOI eAa wool a P9 0 UOI;eAa wOOJ a "� UOI eAa wOOJ a `�� a UOI eAa wOOJ a IU a !ssa00 8 Ue wOOJ e :6ramm apses p 13-9 yl 8 13-9 y� S g 13-9 y� 9 a 13-9 y� 9 �. fl Iq. b'd 1 Id-9 y� 8 1 S31NVA I fl 39 F- - r--i.-'---- �.-- ----- - - oor8 tro p VP.9 -1 yv bM `u0;6u11Jy St - 3NanuanV y;LL IOZOZ 1V 'o'-J'l `S}UGWISGAUI Li�'` I�../ /�� 'NIW U�}I.JuII.1 V a/V\ I 'NIW.Y.I�/ O�� Lti 029Z OL 9l9Z Ot Ol9t OI 9tL190 -S'Ct9L Ol 9tt190 OOt992 .XVW 9,l I 'hYtY NIV4 .9••2 A•; •Ot•.Z a X 'NIW.0-,S o-.t•.4I1 .0-d=,4/L ^ .0-3=.4n / o-L=.4n IU a Issa00 oak Ue wOOJ e L • • p uol;enal3-L wooly;e8 PL o Uol;ena13-L wooly;e8 L q uol;eAal3-L wooly;ee `�L ' e Uol;en913-L WOOJ418 1. fl Iq. d b 1 Id-L y� 8 'AVl PZlNn - S13NISVO MSVAOW3N r----^—^_1 ♦1� __ram .. J N m l 9l9Z Ot OOC99D � Iil ZI Sitl OL-.Z • ! I OZ92OtI sit Op 1 OOlS 92 9'St820t 91�/90 1 6t920t 'NIW.91 ty•N•V.9•Zf xtlW.glG G� 9 .L3.1Nstl rA 13NISVO 3SVO 31eVAOW3J .o-t=.4 p U01;ena13-g wOOJy;eg o u0lenal g WOOJ4;e8s q Uol;enal3 g ;enal3-g wOOJy;eB ug olglss000d y I ueld-g wOOJgILn y8 � a ss Kzt OEtM 1 r i, ii—j: 195C6sz,M lal --�� r---------J ------ -1 _ 9llt L A k OOtS l•L Ot 51190 6t9L Ot 9tffi Ot 029201 Sltl90 n' Q A91 � l - • L WZ/94 ^ uoi}onj}suoo jol panssl 600 Isv sueld uaooay}e8 JNUHJIl aJMAINl OOLS 9Z a3MOHS 3181SS300V £ZZ4 ZZ lVNlan 9L'ELZbZZ IiwwPN 'AHGHXJdIL! OaVnO3nV1 -A803N?31q awk ama I _a9v"l;JDal08d '8 30WJV310 33NN/M NNIS 3181SS30OV ZO'9L Lb ZZ Paa,.algl.w" I :Vola3YIOU3fD8d JNIIV3S 0OZ9 ZL AS(13AOaddV 318V1 JNIJNVHO lNz OL Zi0-►l9L 1i3fl1�l1I�tJ3lObd aV813M01 6 L8Z Ol NOI111aVd13llOi V9'£L8ZOL a3)laO ONVH O1a10313 6Z'£LSZ OL SaOaaIW OOEB 90 i ucal elouAa)q anlen Aar{ puebal aaouABN i NOLLdAM39 alva NWNI uouonpm6a m asn p.Ku nj uoiss d unu- s,loapymV me,gp,Cryo..fo,d stye no asn,.d 's jw! Jadpx u wq silo.11'gmy�u-z 'oul Y1V1113,LAG 91oZApuAd.D"1 :st i.!..p s'LL 8 Al-.Wt .0.3-.on p uol}ena13 -g uaooay}eg P6 o uoI}ena13-g uaoay}eg as q uoi;enal3-g uaoo�y}eg q6 a uoI}ena13-g uaoay}eg e6 ueld-g uaooay}eg 6 VM `uo}6uilay 3N anuanV y}LL 60ZOZ 1V / IX }9; LL LL VBd _ 0_ 7 t _ 91BLOt CRY Y9"El9L Ot 9t'tLY LZ (10E9 OOl99L tt►R bLYtK l ft9LOt OOLS LI [_<;� ({ _ • - �_ t r�-- ---t of___.f 7 .o-L quoi}enal3-06woay}eg� auoi}enal3-0woay}=e.bgp u011ena13 0 }ena13-pwo0yeg ao-y — -- r=== R� T- uu I cfn:•10'Y.CVJN 7uu� TWO wL1�WWIRH Plt1 n,timwryfY'.n.u� :KFiSLI.T>� IPIC6S:+R1�A xecoi ItzaL9zot OOZSLt LItELezol tl0E8B0 Zo9tuR r9tt9Z t CLL4R (_9oz5zt et9zotl L r t Z t S I z 1 S I b I .0-3 L t OZ/9/6 p uo!}ena1 a P(' o uo!}ena13- !enaI a� a uo!;ena13- uayo;� � ueld - uayo}!y{ uo!;ona;suo0 q uo aol panssl � � HOW 1.001s`d I / --- - --- eLit LL d3a ►cceloc a 4L ►t 9Y oL sueld uayDjly{ i /� . SCL Lce LL Y t L L L L t l l ay�01¢a u¢tOeN :VIY1d�e01 :/8 C133odlD x j.H&roo I -d3OVMYN.03fOUJ zso-4loz a3m�nni�3roaJ �� .0-L .0-d zuaol."JU14303fOVd a.3-J'L Zuaxuo1S :AB03AOII.J` uo!}ena13- Uo13ao;! !}ena3 yo}! b7 p uo!ena3'Z ua }� ueld -Z y FIRER meoc I � L—LT—' O — --- — — cet ctoc LL t La" O O j3a I - o / ! Ztt'ft ll No11d1aoS3o 31Y0 mum ►LAY • Cttt a tt �..� oz uoyonpwda„o asn,ay,o 6uc ioj uo!ssryu,d u,u" sa„nyyY me190'6ryo IP. d slyi no mn jo j•c I ��---�2'��--'� ,v,Sjeuassal4b/o tommutaq s,l„!W.,q Z —1*xVW-lU. Q 9IOZ W49 doJ'l :sl 8uuhcry slyj l9Ot LPL L L Fill g t L III III LLL f7 .WIS.@ aP�x3 � „o,L=.bn o-.L=.bn ,J P.L=.ron e UOI eAa Ua L�I/L (on 1 Ue Ua Loo i' � VM `uo}6u!1Jy p uol}ena13-£ uayo}N P£ o UOWAa13-£ uayo}!y{ quo!;ena13-£uayo;!{ 13-£ 4 IN Id-£ y }.� 3N anuany y}LL 60ZOZg tz F'�etlt j T 1V — IL .o.,.l LsIuau ISGAUl ir u0}6uilay Q/N CLftOCLt _ a - L �10-4 iCLY It � L M) i LL �1a�d I ce OL'9Y L$tGC t LliOBt Icl L t t >E a3a O O n —10 O — — — �� J .0 .0-L a� Ml•4/L �" .0-,1 j- q uol}ena13 uayo}!}{ a uo!ea13 -Vayo;� ueld - uao}N o uo!}ena13 uay }! v FLUTM Famil I I e mwno 3Abl 'b BGOZ-IOZB6 tlM'llaian3 anud maNauln:b/�saMgLGI„m�ay,y,+n�� zozs'cs�no�I igirsssz>va� V3ONV3-1 33NMINIS 3l81SS3O0V ZO''9L7 ZLLLZ 9EL£ O2J NNIS LLL L3 } �3a � 4Le7ro1 tl O3VdOJAA OOV LEVELO£ NOIJVNI8N003AVMOJOIN000H3oNVd 1:SHSVMHSIO £E £ OE LL O `JOIV'd301ad3a Z£L£ OE ONIONV1S33UJ'39NV2J d013AO1S LEL'£LO£LL cLrLcett cLlseo SMOONIM Nf1NINmv £LL5 80 a / Lxal910UAON onleA a�{ pua6a-1 aiouAa>{ I s ► C z I n0-3=.�b/l �/� 1 .o-�L...n �(1 .0-.L=.tl .0'd=.an 1 •1 • a uol ena ua o}I}{ 25 p uol}ena ua o}I}{ P9 o uogenel3-9 uayo}l>{ ..� q uogenal3-9 uayo}lei M� a U01}en913-9 uayo}l}{ Ueld-9 uayo}I}{ 6t'8V - LIP 7 .. I ® lft'CtOC N Cft'fl0i tt — becctaf u zcreloc u ue ua i I d w. ww \ Sl'8V n5 O O t 1 t IZNSI l.9fSt I r I t opcl.g wui.N 8 q-A;1531(J L L OZ/9/L - p snp.H ivw0 -X"VW1'l u $VO lT](ONd �� .7na w>.msw.u>tw rooaa]nro.uaroud } } o -A9C14a0ad4v .lob penssl z5orolo. :tr3ate�u;�3roaa I Lo0 Isv i I N01149=30 31VO NUVA aoi"vag leu . �{ aL .0-L=.4lL .0-L=.bl Luyo � � ua A.0-L= .0-3 "� alglssao�y y 3dC1 ueld-Luouanpp,y .„.,„IloRoc,3..¢n. duuµm pL o uol}ena13-L uao}�{ q uol ena13-L ua o lJ a uol�ena13- �J.Pq„v..m ANalafw041�� j•E p Uol}ena13 -L uayo}I i—j-djf PS-MQ.s.—I,gyv auZ .M, OZ 148u(doZ)•s — sl ammcry s�q1 � ��2�Y 5t � 8 I I M— I 0 � _ a ZCl'ClOE II 6C1�CTor It '�3N O O VM'UO16ull.ly - 3N anua VL iSl 9V P nV y}LL LOZOZ 2— t0'8tt►R �/ \ �wa+ee.+ao\ L 1 V � ' 9Et'fl0[tL I •o'-J•l `SjU9Wjs9nul Poa— \1 UOIBUIIJV aIO M I - ZLHOI KtIBLIDR pA�t t9L0 I ( Md � d f I I LL Wd lat.o .0-.L=VA a u01}en913-g uay y ueld-guao}N q Uol}ena13 � 8 L o u01}ena13-g uao}eS SlINn NOIln9Ib1SIO 2l3MOd 009Z 9Z t z¢faf xdw ab'3�JHO1IMS 3JV110A-MO1 OOEZ 9Z 77 OavnO 3AV1 S 30NV2NV 110 33N>i/M NNIS 319ISS300V Z0'9L L 7 ZZ Lft'EtOC 1 �. m S13NI9V0319VAOW3N 1 bLZ£ZL 6frflof l _ N3HSVMHSIO HEAH nZE 6EL•E1,0E LL 30NVa d013AO1S 3191SS300V LEVELO£LL zo's — Ib OOOH 39NV2J 9£L•ELOE LL zcccloctl I NOIIVNI9W00 3AVMONOIW OOOH 3JNVN SEL'ELOE LL lo�O O .ct•nac u yMIS bEL'ELOE LL wwa O aP ?J3HSVMHSIO EEL•ELOE LL 2J01V2339Ib131 Z8L•ELOE LL SLga ONIONV1S33Nd'30N"d013A01S LEL•ELO£LL 11 I t t l l 1V21f110n2i1S bad Nvyn-lool LOLL 90 � �e GfiG2-IOZ9G tlM'Lalang aayO maNauyu}y lsah191L1 axal atOUAa){ allleA dad lauvmunyfymumi ZFZS'GSZ'SZF f 191 E'65SSZt 7a! pua6al aaouRaN I �y b f t .0-A•A'A - — pu0101 nnopuiM�y ' L WZ/9/6 uoilonilsuoo aol panssl lua;ato;g toua;x3 ;uo�;ato;g toua;x3 � • lua;atolg touap;3 ;ua;atolg touapg ;ua;ato;g touapg luot;atolg touapg Wo lsv ZL3 LL3 b3 E3 Z3 L3 1 1 1 salnpayoS --- Y v V sadA_L MopuiM 4 1 4 • — i upcleg w�nuN Y1dt7 S01 m A80:iM73HO srnioN 6noO I 'U3OYP'Y{C 1J3f01ld wa^'•1S toaa>tVl �tK)1JH1fL4lOa(011d � Ir �AS Qi�011ddY IIF Z90•bIOL �139YV(1N.L�3fOTld I .o-.zl .o-.s .ale a-.o{ .s•.s .o•b al!laa toga;ul a8!aa toualul 00 63 woro!^ny nuuadl 9lOZt0U0 9 aMnd dl otouvlll C ----------------_---------------- RO!u�a^S ott 9p 9{OL7Lt et Z M1•lywp�$dllO 9lO&wiU l NOI1dRt✓530 31YO N2MYWORMS —•---- ---- — .ZI •uouonpmdoi no osn uy�o hoc�Ol OOI551Nled L]yLLM 1NON:19801S it OIa31X3 s,ioal!gyv u!mg0-6ryo iaa wd s!yl uo osn jod E ,uag Ieuo�ss)ad)a tl 5,1:+angvY aq[Z _ -ouf-M'iV9(j 910Z jg2u6doZ)-I ————— ———— so :s!8mmery s u I .0-AL •9•.9 alllail toua;ul `dM 'uo;6ulljv 3N anuany ujLL 6OZOZ 1 ld uo ato tOlta u not ato;s toua;ul sIuauaIsanul ;uot;ato;gtoua;ul ;uogato;gtoua;ul 1 � 1S 31 1 ; u046uilay QM 83 L3 93 S3 co a004 SS °J`JNIa y zo 4 LL �PedT,7 • • • I �1c .0•.E .OL•,4 .OL-.l I Aaolsaaala _,— ----- II .9•.9 -———————————————————————————zfL Z-.EZ •0•.9 .0-�Z L1NOa:132iO1S aORi31N1 [11) ssel0 patadwal-1 :pueBal 8Z'o .0-.8 .0-.9 toad sselE)Su!P!lscool, 8Z'0 .Z-.L .8�.4 o;sata10 O SZ'Ol 4 L .OL-.4 o;satalo ZO --------- ---------- --------------------- 8Z'O .17' L «OL•.L o;satal0 LO 4tl •t £H ZN .0-89 .9•.b tap!IS4V 1113 a, s • .4-.9 .Z-.Z HO£8 £8 .17-.9 .0L-.4 tap!Is N3 9V•4'.9 .O'.£ HO£d ev .0,9 .Z'.ZHO Zb' fHl II!S Qwef I!ela0 peaH amen n I sluawwOO ly6!8H 41P!M I leualeyy adll lie"adRl awet3 — .9•.b .0•E .Z•.Z .0'.E alnpayog rnopulM 9Vd IAI'1 a . - b L40Z/9/6 uollonjisuooaol panssl 600 Isv pua a�Jooa�� pazelo leuoynes abeJols ebeiols -• wnulwnly NoaO 1!un„b8 x,9£ algnoO.08 X.ZL EO en 6n paluled 8 Pooml pooM hued 18H „8/£L .0 .0-.S .8-.9 JNIMS 06.,08 x.09 9Ln paluled 8 pooM Poo/%laued leld .8/£L-.0 .0-.S -8-.9 ONIMS llnd.08 x.09 Sln L pooM hued leld .L•.Ol .9'.8 .8•.9 OlOdlB 3lJNIS 08 X Z4 4Ln sappayoS V sadAi coop - L pooM hued leld .L .0 .0-.£ «8'.9 Ol0=118 MEWS 08 X 9E ZLn I v v L PooM Iauedleld «L-.0 .0-.Z .8-.9 010AS310NIS08x4Z Lln If L PooM laued leld .L-.0 .9-.Z .8-.9 OlOdlg 919NIS 08 X OE OLn paluled 6 PooM hued leld ssel6jagld .Z-,0 .0-,9 .8•.9 3Jb?JO1S 3lenOO 6n .0-.E .9-s en d .8 ( I - ----- - ---- 9 pooM laued lel /£L-,0 .0-.b «8-.9 13SO10 ONIOIIS 08 x 84 Ln o!rcma UC=N ! -lavldvo eor 8 pooM hued leld A/£L-.0 .0-.S .8-.9 13SO10 JNIOIIS OS x 09 9n - Aq amnliJ vy*4 awa -13UVNYw U3folld 8 PooM hued]eld .8/£L-,0 .0- .9-.9 13SO10 ONIOnS 09 x ZL Sn .o-.e .o-s wona5lowagy I W1.1 aJaifOUd l .9-.Z .8-.9 4n ------ II -------------t-jc---- :AV 0iA0addv £ pooM hued leld „b/£L-,0 .0-.£ .8-.9 W0odHlb'g 11Nn £n zsonloz > ffi ti,) .33r0ad Z pooMlauedleld .b/£L-.0 .0-.£ .8-.9 W002Jo381INn Zn t7 b'0 L Iaued leld ssel6jagld .b/E L-,0 .0-.£ .8-.9 A211N31INn Ln ysluld Aealo'ulelS'uaauan pooM L L wnulwnly PooM hued leld .4/E L-.0 .0-.£ .0•.L 30VbOiS 90 lwnwn pooM aud lel . /E L-.0 .0-.£ .0-.L W002H1yg S0 n-jjo� -SJOOQ J01JaJX� pJ a MIS-SJOOQ ysluld deap'ulels 7aauaA pooM ysluld jee10'ulelS'JaauaA pooM S L wnulwniVi oweud'wnly/M sselJ «Z-.0 .0-.£ .0'.G 301ddO SSylO 3lcJNIS tq pazlpouyjeal0 b'0 wnulwnly owej=l /msse10 .Z'.0 .0-.OL .9-.6 SSMJOy3HM3AOlHNOl133S £0 pazlpouyjesl0 b'0 ZL wnulwnly awe�d'wnly/mssel0 .Z-.0 .0-.9 .0-.L 1NMJd3aO1S31anoo Z0 i %lu3 ped/a>{'pazlpouy�eal0 b'0 0 L wnulwnly ewedd wnly/m ssel0 «Z-.0 .0•.£ .0 .L 1NOad3a01S SSbIO 3lJNIS L0 Plo;lg al6ulg plo;lg al6uls plo;lg al6uls 6ulpyg algnoo 6ulpys algnoO 6ulpll6 algnoO .08 x.Z4 .09 x.Os .OS x.4Z .08 x.84 .09 x.09 „08 X„eb NOI1d113JS30 alva AdviN an oln L1n Ln sn Sn sluawwoo ills gwep peaH anleA dnaO edAl ed j Iaued ssauNolyl ylpM 14619H Val Weld n ajempjeH awejd ad/1 uouonpadm to asn�aym Rue l J na!ssnwad uapum s,ma!q,,v.!.go•Aluolaafoidsfyl uo asniod{ alnpayos�ooO 1 tt . aai.vag!cuoissaJoy Jo ryi®YNl s,ma714aro ayL'Z At'Nvl'i3:1 iG 91oz gi.Ado3.1 :si au!mclp sue, � � e ei 1 yM `uoI6ullJy 3N anuany 4jLL Wzoz IV plON-SJOOQ LsjuaujSeAUl u016ulliv aM �0� laso10 pa6ull{ woayleg wowpag tilu3 4snld.OS x.0£ wn.00 x.9£ wn.00 x.9E Ilan„OS x.,9£ bn £n zn Ln LL Ved .9-.Z .0•.E .0•X .0•.E � 10so10-sJooa sJooa aiun leo!dAI pooM lualauolS lua;auolS Iaued leld elgnoO -wnly .48 X.9E .b8 X.ZL .48 X..9E 1 90,90 Zo bo'LO BGOZ-IOZN6 NAL'1.a'an3 anup ma�auuely lsiA191L1 vo.ua.7AV+^^^ Z>ZS'fi5i5Zb-/ 191E65Z'��i.t•]al I sJooa upling liunwwoo Ir sJooa - pua a-1 @OAI J 1 ' — aouen aS ou!yse13 MopulM�J L 60Z/9/6 Loo-olozoze uo!}onalsuoO E)NIHSV-IJ O-V3H�ldM-rMiHi iNMA` I1 13aNn lldM(INd MOaNIM AI9W3SSV OV3H A�8W3S$d GvgV 4Nd 1115 �• IIS WON Jolpenss! SW IHS NVd 18a3Nao0 11 a31aav83Al1SIS3a a3H1b3M� SWIHS ONtl MOONIM WO !Sd AWUBW3W 03a3HOV JIBS /- 3NV88W3W O3a3HOV d13S— , SBWtlf rr/' f I SWtlO 0N3/M ONIHStlIJ Otl3H 1v13W ,f^"+%:;•_ .::�: I — s!!e�aa mopu!m Q aooQ h >: -- -- �¢ tl >''' sewvr 1 sa3Nao0 • ONIHSvli OV3H ------- ------ _— — ---- i, L — -- ---- ommeB uulpeN :\fY1dYJ BOf snyoH O 1I30YNM dJ3fOad �{ r� )r• r _—__—— —_ tupM51va4a9y 11OL7e1MIO lO3COad — :AB O3AOaddY _ ^ + — no-tl oZ 7C31I VN 1J3COad _——————— a J r a lltlM d0 O131d NI a a3laatlB 3Al1SIS38 TJ3H1V3M ) peaH good sselJ u!P!IS leo!n�l�J gwep aooQ sselJ u!P!IS leo!�l�J s}!un y aafl-sjooa OavosTivm WnsdAO.B/S oiled pue saooa luju3 !eoldAj- !!e184 Ploysaayl N01,ld1aOS30 31v0 xavW OOa a3XOve H11M 1NV1V3S _ oononpmdai jo asn iaglo,fu,}oolssnmad uauum S,laang•'uV ulMgO dluO laafmd Snp no asn log E 1 p op p pp d C aawas leuolssalaw p luxua mf s,loanq.vv ag1'Z a000 SSVIO ONIOIIS —f'.WIC3VA(I Ig9uAdo,),IIt✓ s.9ulmclp Slg1 0 8 ❑ _Z I 31f03HOS 3d 00 d OO a3NOV8 H11M 1Nbltl3S B1S 313aZIN d0 d01 ONIHSVIJ IV13IN advoellvM WnsdAO.9/S (B)BL aa L0NIbM `uo}6ui!ayMg!I1VNHOS 21YY ao an3 3N anuany gjLL IOZOZ Wlal 1N3W3O • ONIHtlHS 000MA1d 13e-OIOHSBHH1.9Z d a3e1d.Z/L Ex Z/LL 3fO1H ONIHSV 033HOtl-JIBS • 38VMGUVH aid IV3S WOO O•,•, `SjUE)WjSeAUj a3H.W31M aa 1 1 a3 Al1SIS3a UO �uI a ONIHSVId IV13W 1tl3M/a31V8 altl 31 O3HOS aid a000 I J" CI `' OOa a3NOVe HIM 1NVltl3S ONIHSVId 03a3HOV-Jl3S O 07 a3itwya Bmsls3a a381d OL¢X.M L S a3H.LV'3M/a31aatl8 UV ONIOIS 0311103HOS---- MAIM LL �1a�d a ONIHIV9HS000MAId a00SSV-10 ON OVG I ��s aIIS II .0-L•.E I • • . 0-.L=.E Y� 011ed 9 II!S i Noaa U II!S i 3003 MOM HOV3 N7 klGWRSSV IIVM 1NtllV3S-IA.Lf18 Ni Mdd 13S Zlla NOSMIS altld(L) O31n03HOS O O wdruona15 83d BV1S AI13 W3SSV � ONII130/a001d O3inG3HOS .� 'O.O.ZL @'701XZ'1'd • •I L�• •/ • o o a �— ) o 0 00 0 0 OwaoolJ ® r1�,[ 031n03HOS ��I I i Mdd IIIS ltl13W • I t—OO WOO SS•d1O ONIOIIS ) a a3NOtle H11M 1Nb'1V3S I efinZ-IeZ96 YM'na�an3 ayip ma�aulauW.s MSTLL uvxwa.I,Eym.w [.rvattt:ti••1f 1eirst m p OMa001J O3I003HOS—J a31aaV83AI1SIS3a ONIN030 I a3H1tl3M/a3laaVe a1V X381 NVd lI1S 11/13W 1 OOa a3NOV9 HUM 1NVIV3S MOOD SSYIO ONIOIIS 1 0 _ : 1 L WV9/L uoi}onJisuoo Jol panssl 1,OOISb OW08 WIa1031NMd XZ— gwer MopulM J2uJoo �'� INS f1NO M01 �Q IIIS IOU „r • 'dA1'SM0ONIM ANOlS3a313 IV 1H913H ills A31a3A (3NV31VNI0aO03 31ON a31aaVB 3AIISIS3a a3H1d3M/a3laatlS aIV ' Emus O31n03Hos- ) sIPT90 nnopul/A V Jooa - _� a31aatl9 3A115153a � b' lSOd 9X9 eME) _ - a3H1V3M I d3RLW Uro 1 .X.3d-L.E/9 I3NNVH3.r.N13W OOOMAId.Z/L - I opm�vB vvulrN I »Y1dy.SOf - nW3.4 ONIHSVId O3a3HOtl 313S AS 03XJSID ------- 9 Z fvyoH&WO "y30VNVK.03f0Nd a3laatlS 3ALLSIS3a a3H1VW S�IOHOWIZIL V X. 30 - a3Sld.Z/L Ex.Z/L L tuonots Im"W1 -Um3 ala3mm ) AaNOSVW 03LLOIS - ONIHSVId 1tl13W 9_ Uq GINO " 3N"SW3W 0383HOV d13S WINS Z90-noz I Il30-UN L0ad NId IIVN 1NIVd ONIWtlild DOOM 9XZ j a3laaVS UodVA - UOa a3WJVB V MWI 9S /M OaVOS vmsdAO �-- 03a1n03a SV WIHS OV38 1NVl'd3S SnOnNI-LNOO 1 ONIHSVl3 03a3HOtl 3135 _ MOONIM O31n03HOS 1 ONIHSVId"M13W OatlOB"dA'J.9/S V ('d)l)WIHS OOa a3NOtlS/M 1NVltl3S MOONIM 031n03HOS I 03a1f1O3a Stl WINS (INVOO•dA9.s/S N0116aOS30 31V0 XWri --pipidar so asn iayio Aus jol uol/fluuaA u3W% e.wl!ga+1'mvlo0'/ryo laaf.d gap-M JOJ'E .0-�L .E �, 1 "0-.L=.E 1 A amtiaS lruolsSNOAJ oWuuwang s,loany:uV ag{,.Z „ ea I a el E) Jul a ,vl•.{Vj,7j.0 910Z 145u,(doO 1 a31aaVB 3Al1SIS3a a3H1V3M/a3laatlS alV l2— /Cl-gwer MopulM P H/II.S 3 p 3 I 'mmvip s..LL SNOI1tlA313 a0Ia31X3 Ol a3338 II 'ONIOIS 1N3W30 a31313 SNOLLtlOOI SSVIO ab•313 G WIa1.Z/L i>X" IIV IVSa OV39 1NVI MQONIAR lVINOOZIHOHtl3S snonNI1NO3 IN B 1NOH ONIHSVIJ 0383HOV-313S MOONIM O3lnO3HOS bM 'uo;6ullJy 7 ��' 0NIHStll3lV13W 3Nbu�LL LOZOZ --_'__=----------- ----------- anuaA -- — IV Wp111N3W33 _ a3eld e/Cz •0- 1•1 LS}ueWISGAUI 9NIHSVI3MOONIM 1 • L U 0jb U I j j ' a It It p 0NIHStll3 N HS {{..�1 v /v` m a07 GOB a3NOVe HUM INVIV39 ac MOOMM 0s in03HOS Li- Wd ON III • 31n03HOS aid MOONIM 1NIVd a31UWO'dOdVA/M SMO,.S/9 O O 0-d=.E PeaH nvgo �� peaH MopulM leolanl • ----- MOONIM O3I003HOS MOONIM 03ln03HO5-- - ONIHStll3 M00NIM OOa a3343VS HUM 1NVW35 ONIHSVIJ IV13W ONIHStll3 W IV13 OatlOBlltlM WnSdAO.B/S OOa 83NOV9 HIM 1NVIV3S `` OatlO9T1VM'dAO.BIS a3911 Z/L EX.Z/L L E B 131NII 3IEW 1331S 03ZINVAIV9 I " 9NIHStlld N13W Z I - -O'O.SL @@ Sd33M / 1 • a33N3A nW3.t, { - � 1 OOOMAId.Z/L 1 - MMINVO 3ALLSIS3a PCOi-IOLy4 Y.N'�vw.y +N+a•'wi.l avuo/y gyp ultl 1NItld a3laatlS .,_4 1 a3H1tl3M/a3IkIwemM rry nn�ury,.w.0 ;rLs'sLtcir�l IaCGL:m+i•II 'dOdVAIMSMO.X.3dAl.S/S I S'dOHONV AaNOSVW 031 LOIS ONIOIS 03In03HOS 83188VS 3AI1SIS3a 83H1tl3M/a3188VS UIV 0 . • s * 1 bOZ/g/I uoi}onjisuo:D aol panssl o-,l=. �"1 Wo Isv pis aooa leuogoas J quae��ooQ �euoi�oas (O1-8)Wtlod alola„z — SP-190 nnopuiM'Q aooa d a33N3A nwo 31V1d d3AOa W 3W L33HS K� NOIIVNIAWO3lV3SIdOIS {A O'iMyi11J —PH EupO lI3OVl\'Y{V 1.13fOyd i1000 NNOLL03S WnNIWnN —__. _ .uon�S IYOYYI7 'UO3,�3NIO.tJ3MUd :AU 03AOltddV L50'Yl•L :H39lNMIJ3fONd l alOHS3NH131aaVS -- lV3S/dOIS -L3NStlo sing Saooa IVN01103S WnNlwnlV NOI"lb-J 9a 3ltl(l mum • H31nO213N3HdO3N opa p.om.'n ngio l9c:q uolnluuad uauum sa a9yY omgp-Al..I.pmdow--:od'c 213EUll3VdnWWa000A8H3VHI a'!—S Imom 3md).lw-mldul 9,pollq-v-u-z 'oN:NVIV3YAO 91 OZ lg9uddo0.I :sl au!mcry snu s g VM'uo16ulljv peaHaoodleuol;oas 4a 3N anuany gjLL I.OZOZ A _ IV `SJU9WIsanul _ uo}6ulIJV OM LL Wd TJOOa WN011O3S WnNlWnitl IV3SIdOIS wlal IN3W30'd9Gld 3l0NV 13INII a3ZINVAIVO 0 0 '0'0.9L @ Sd33M � nwo.,Y • a00MAld,.Z/L — oNIHSVId I1VM-ndHl ALINOSVW 1 SaoHONV naNOSVW 031 LOIS a31aaVg 3AIISISA2l a3H1V3M/a3laaVg HIV • a8VO97VM'd k9..9/S 9GOZ-IOZ96VM'--A3 �N0��111aNnW lgq YI:I vmuay.fy'nui�ni ZCZS'6SrM—J 19-65 SZI-71 • � a s b E I I ' L60Z/9/� uo1l0nJlsuoo Job panssl Fla(] 00 a �`P3100 �Q Ile ` • Wo IStl aa}OOL An0 831H8VB HOdVA 83188VB 3AI1SIS38 H3H1tl3M ONIOIS O3In03HOS TSNI'll SYd Bt-H ZI 1 S.IP10 a WIH11N3W308391=12A-f O31NIVd 1 \/ / V V 'OB WI81.4/f 1 / y/ 831100 NOI1tllflSNl J1'de 64-H 'l1W Nld-38d—1 1^ ONIOIS 1^ 1� 1N3W33 ItSO d 891NNVS 3AI1SIS3H 89H1tl3M W'QIlB mimN �WY1dYJ 80r ONIHSVId I OOOMAId.Z/L AHOi7L}IHJ Lvi vq // LOON tiTR i$ vmoH ^oO 113OVnWW1J3rOUd bZ NU-3Hd J - '10r1Hy,S OOOMAId'O'1 WIH11N3W3OH3BId.Z/L-E O31NItld luwS 1�W" I 71O1J3bI01O9rOHd Had ONIM30I9 1 WIHLOOOM N33HOS 103SNI A8 MAO)WAV 1O0H1S 83d S1SIOr l.-OOOMAld.b/f 9XZ 031NIVd 'S3lOH/M ONIMOOIS ZSO•fI9Z 113H1YrIN JJ3fOHd 313HOdAO.,L S08tlOB WIHl ('dA1) 3AOBV SH3OOIH1r104XZ SIIVM 1N3OVfOV 9'SNOISN31X3 H31dVH 'ONIM030 000MA1d lVf1p3 H WR113003lVJ3W 03SOdX31NIVd SEY NOSdWIS if1SNl'11VB O'd LZ-8 OOOMAId.b/f NVId dOOH Had 3dOIS 1 113d 9NI300H H3AO 'dAl'N338O51035NI S3lONIHS 1ltlHdSV /M'Slf'NMLB 531OH 000MAld.,Z/l NO 83dtld'OOIB 83I8HV8 HOdVA 310H #06 83AO S310NIH3 1IVHdSV - .T 9YM}�lH l+luldl 9IOZ/9t18 9 .Z/L L(f)/M'OMlB XZ '091Ntl1tl3S NO J3S i.S BMO�,B/S NOLLdIHOS30 31V0 MHVW 'lVn03 NO 1N3A-nVM HOOH 2 (.L L X ZIO SX 1NBA-V-800 3 ONIHSVId IItlM/d008 •uouanpod I w am+gm Auu '11W.b X.9'VO bZ NId-3Hd NyIWvV mW"ANo Vwlm and*f •aol,vag Ieuoissalald3o Iu:itu I s.Mlm-v"LL"Z dINIS 8318V1S —I'NVW3MAO 910Z I48w(doO 1 :s�5mmr�p sItLL 8 8 ONIOIS 031r103HOS ONIHIV3HS 03Ir1O9H3S VM `UOIBUIIJy H3IHHV8 3N anU9AV 4jLL 6OZOZ 3AI1SIS38 H3H1b9M 1H �— -g,L S3WA ':D•-J•l ts}UE)WISeAUI UO}6UIIJV aM b0-4 Flap 9A31001:I LL IJLd 831HHtl8 3A1151S38 H3H1V3M 831H8tl8 3ALLSIS3H H3H1tl3M 1: 1 N011VIf1SNI J1tlB'O d LZ-8 ONIHIV3HS O31f1O3HOS H3188V8 HOdtlA ONIOIS 031r103HOS 1' 00.9L i7 ONIWtlHd 9XZ WIHl 1N3W30 83813.ZA-E O31NlVd Iµ• BMO.019 19 ONI015 031f103HO5 1 8MO,.e/S • SOHVOB WIHI3AOBtl I 3 SNO SN31X3 M31JVH I NOI1Vlf.Nl NI-NM018 64-8 'ONIMOBO OOOMAId I WIH11N3W3O H30Id.Z/I-E 031NFVd 03SOdX31NIVd 1 1 1. 1 ONIOIS O3In03HOS 1 � ONIHSVId lltlM d008'7LW dVl I. 0183I8HVB NOI1V81lIdNI HIV 1 83188VB HOdVA WI811N3W30 8381=12/K 031NIVd 8MO.8/S SOHVOS WIH13AOSV SIIVM lOr1H1S Had SSOHl LN33Vr0V'R'SNOISN3-LX3 H31dVH 'ONIA030 OOOMAId 03SOdX31NIVd NOI1VIr1SNI J1tl8-O'd 61,-H 831Lr1O ZI.W'NI3-3Hd '09 WR11.Z/LS X.b/f - • ONIHStlld'l1W'NIf3Hd ` .x 8311r1O'l1W Nld-38d NVId 3008 Had 3dOIS lfA2•I#L9i YM'��/+w7 IaW++/fA�uWIC 14L1l1/1 u uxuu}fpwtaa y;c'cs:c2f�/ Inc/Sr sA 4'• ONIHSil73'l1W'VO bZ Nld-38d 1.Of181S Had SSr181 - OOOMAId 2/1 NO H3dtld'9OIB #Of 83A0 S3I9NIHS 1IVHdSY 'OlHS.UL H3A0 83d'dd'OOlB SSfiHl 01 IIVN 'dAL N33HOS .p•.t 0f#H3AOS3I9NIHS1lVHdSV 'NOISN31X3 N31dVN lOMNl/M S3lOH 1N3A _ „Z/L L(E)IM"OMIe XZ 01HO� -dA1'N3380S 1035N1/M �J N1/ld dOOH Had 3dOIS S3I0H 1N3A.Z/L L(f)/M'OMl9 XZ ii r � i I 1 s .o-,L=.z/LL .o-.L=.'LL v 11e1aQLISOd �� L 60 /6 IIeM nm-I1elaa II!S h!o^l-I1e�a0 ILS�J • uo!jonjIsuoo jol penssl .9•.Z mimmomm • W0ISb' A lVafiLOnalS aid ONIlOOd ltlan10na1Sa3d 0Nl1OOd80HONV 1331S03ZINVAWO ��SI�819 c] Nl"Cl ONIlOW SnonNI1NOO NItlaO ONIlOOd SOOONI1N00 /J 3AV31S 1331503ZINVAIVO O tl ('d"o S1109 03ZINVAIVO Vla,.Z/L n a1nQR8 uM�N I ';MV1dYJ 9or -� — (OL-a)WVOd a101a..Z —---— — - �.IBOHXO3IU (OL-a)WVod a101a..Z snoH b+b0 x3avnMV Yl3rnaa --_ __ 13XSV°J ills _ -_—_ --. wanolS hY>!W 1101.Ot7U101J3r08d 13NStl0llls - 30031 dIH0 1SOd aid a3NIV1S 9X9 A8 03AOMddV -- zso-Vloz g'dmVMllJ3rONd ^! UIW" 31tl1d IIIS 31V1d IIIS Z a31V3a13af1SS3ad a31V3a13anS53ad y 9NINSV7l 11VM'11LFil t - ONIOIS \ 1311VI1111 ONIHSVd 03a3HOV-dl3S - --t 13NSV01115 1N3W30 a391d a3Wa JV93AUSIS3a a3HLV3M 9M0.X.3dA1.9/9 I ONIO'dW1,1 a1NIor/M OOOMAId.Z/L I 'S'dOHONV AWOSdW 031101s I OOOMAId.Z/L 00 Mdt 9LOL5{/OL ! nwo.r * lw aOgdl 910UON9 9 a3laaVe 9AI1SIS3a a31-11V3M - NOLLdltla830 31V0 )Rmn v L .o-,L=.znL L ue4onpedauoasn,a4,gcgg,uJaoimeimn+gle lie;aa Jauaoo aplsul Stpa�l pejunon IIeM 'r 1PIGG slpaal EA\z T—Lo III s�m!tpw mw4o'�'t.�afo d m p uo me and ntaS lemiss�oad)o tuxuoquq st�anquV a41'Z �• Vh'd:LlO 91 oZ 14Au,(do0 l s�ammcry snu a31aaV9 3AUSIS3a a3H1V3M 'S1109'AlVO C) 6 ONIHIV3HS(31nO3HOS ZIN'13NOVa9 _ 0 n 03ZINVAlV0.,4/L O a31a2{b'9 aIV Wlal 113NI100 3111SNI ONIOIS 3NtlaBW3W 0383HOV-d135 1SOdatla30 C a3NIV15 9X9 VM `uoI6ulIJV 30VH9 aNV 1SOd ('dA1)S1109 03NIVlS 9X9 — 03ZINVAIVO'VIO.Z/L 3N anuany yILL WZOZ -L--- 'J','1 `s}uauajsanuj ` SM3aoSOVl,zn t = ' = T- -- --— 03altld atlo3o =+ 03NIV1S ME 1 � N 'o0 z @7 MV033 U045ulIJV aM �/ 03NIVIS 9XE - -- v V NANO 1 .�Z/L'13NOVaB O I I n 03ZINVAIVO.311L 1 ®t - 1 I I LL �aad 3aWATfO VIG.-Ml 3 S 3 I (dA.0 S1108 aV030 13NIV1S W eXE038lVd �— I 092WVAlVO'VIO„Z/L O'O.9 @7 aV030 a3NIV1S EXZ 03Mv1>e�Exz .o•.z 0 o -0• .zJt L rl o.L..E Hine(]SlllaJl u3 uaoo� !unwuao� PIad a P3 �f0aa 11ejad IIeM @� eo nn� I S1109 03ZINVAlVO-VIa.Z/L 0 ('1'd)lVanlOnalS aid WV3B - (Q31V31,11) 1SOd 'O'O.Z L N7 o LXZ ONIO21OdNl3a 1NIOr / t UV03303NIV1S 9X9 \ 9•.t aOHONV ANNOSVW 031101S 1NIVd a3aaV9 aOdVA/M 9M0 aV033 03NIV1S OME .X.3dA1,.9/9 � QOOMA1d.Z/L (-dJJ) - nWo.b S1109 03ZINVAIVO 'Via XL a31aaV9 3Al1SIS3a a3H1V3M I ®I I I I SaOHONV ALINOSVW a3llO1S I I iapn0 SOW08 WMLS dV0.WC1MSMOM X30L tIGOL•IpIIK YM'fiela�,7 +WO 1+4%-"-1%Mlt gilt ur+eeW.14^xeu A:t os:'Yd—/ tgtrasex 7� 031VOIONI 3a3HM ONIHIV3HSWnSddO..9/S/M " _ W31SASIIVaaNVHIIIVaaaVnOWnNIWnIV -ONIH.LV3HS OOOMAId.Z/l 031t101aBtld3ad 031NOOW 3avd ONIHSVId 1tl13W - d00a 1V1311Y WV3S ONIOIS a3ln034{OS ZL •b/L ONIONns lVafLLonalS 3NVa9W3W 0383HaV-dl3S 03NIV 03NItl1S ZXZ Q Nouv1nSNI11V9 LZ-a/M SOFILS aooM 9xz ZtL o-3 'g i� s t L f t 4 l UOI;OaUUO Oa O;Uuln O .z/Lt - „P,L=.Z/LL Yv uol a oua o� a I onno .J uuanlo�f1W� � S u 8 f1W� L WZ/9/6 uol;oni}suoo •' jol panssl Wo ISb' SH��aQ Y Y/Yl V ave E# ° ° ° ° V ► ° P 031noao Allnd nWO.9 ° •pp -IM-0 MgMN VidylG(w , I' ��H OiwOI :mvi YPl1131011d - su—is Woo" :Vm3318013310Yd 'A8 03AOMddy LSa'►tGd •1I361�1U:1J3fOUd I I K1 7_ Als LL-3 nwo 031noao Allnd.e I I I lnoao/M nwo s k ' ave E# I atle E# I- 301S NOOH'S1108 aOHONV 03ZINtlAIVO 12 P ! I P IIIS"ONOD 1SVO-3ad— 3 � VJCM b K�dl PIDVOWR • IIIS'ONOO ISVO-gad M y G NOI1dOi0530 3iV0 H21Vw O3AOaddtl a0•13NOtlaB an NOSdW15 1NIOf1nOaO C.d)IVanlonHlS aid Wtl38 d0 d01 N71NVlb3S (031V3a" '0 O.ZL OLXZ uoua spoadaa m asn aagm.Cue aq wd snwad uauun s,laal!q.•W wulg0•Rluo laaload snp uo asn and•E �j S1108 03ZINb'AIVO'VIO.Z/L a!-s lou!Wj ml°Nrnunawl slamyxv agl'Z tl gjoZ glL,4do0,l :sl 8uwup o!u Q Q SOatl08•NM18 dtlO..B/E/M ONIN330 X3al W31SAS I"CINVHnjvdomvnO WnNIWnIV D31t101aeVd3ad O31NnOW 3Otld b'M `uo;6ull1y 3N anuany 4;LL WZOZ ld UOIBUIIJV aM �Joj LL Jed D 0 ;Uan ITEM-4 naUl GJ JMHSV d 1N3n isnVHX3 a3AOO IN3A IV13w 133HS INVW3S Ni yGO:•1°266 v.N'sw++] nuW a�C.1•�wtc wa,YlGl ��('i :� - a V3M S3ONVld 139 3Al1SI3M S' 3 -%f � 1 l� a3A0 o3ddddtlaM _ urxwu�tWvuu° bis'6SL'SR-�! wtci;:ur�u ONIHStlld 3SVe _'3 3dtl13OONtl e3 Q ONIa3HOV 03a3HOVdl3S a31aaV8 3NVaeW3W Nlb3HOV3AI1S153a - 3S d135/M dtlaM •ONIOIS IIVISNI a3H1VW /MdV H Od 000H BOA aWVd�nS Ol 3ONIddVI 3VOO 3WVad T1W 3AOD M3aOS nNI1N00 ad o s • L l OZ/91 t uoljoni;suoo ao} • pen.so-sl 10 0 Z uol1oauuo0 ao�uoi}oa.so-.tn=e.zn�g u01109S iiels oSLeS silos 9n . ni - 319NV 1331S 03ZINVAlV9 OV3a1 aIV1S 313aON001SV03Ud _ -- --- '0'O.ZL OLXZ 9NIXD30 X3al leold�(1- sllelaQ ale�S � _ _ lYanlonalsa3dwv3e :I I 11 V V, _ I .tl It it 3ltN1t'l3BGS 03ZINVAIVO O O 39NV1d 1931S ltlanl0nal5 aid a39NRLLS000M 031V3a13anSS3Hd O O • 9NISON @ SnloVa zn/M _ GV3.d V1S 913a0N001SV03ad I �^'� Pd.IU Silos 03ZINVAlV9 O O 00,mea ua ANN 1 :WYMY3 Hof _ '.\a O31tJ3110 9NIS0N @ SIIIOVa.zn/m onpH 1i00o :V31)%%YKLAf0W lVanlonalS a3d'd30NINIS ` O O OV3a1 aItl1S 3)3aON001SV03ad swniLSnaufiY 9 1 O O _ '.19 03AOM4dv ltlanlonal5 aid 1130NIa1S - Z90-0toz IY3N9fIDt L�aroad el • O ! YgV•WIYIV 01�_� I xvw I .b I VJD"AOVVW^dl 919LOtR 9 XVW NOUdWS30 am IIatM .b •0'0.S N7 SlSOd.l IIVa ONVH'VIO.Z/L L Co -uouanpmdm jo asn nclio dun u i n 1-,d uauun b N7 a31SnlV8.Z/L 'O"O.Z/L 4�a3JSOlVH.Z/L s,taal!yvV umclo'd!uo Iaafwd snp uo asn and ii"Oatln9 VIo.Z vaS Inum ,,jo.id)-Ppw %tq s,wamLW ayl-Z 'au!:MIMACI 91OZ wS.(do0'I llVa ONVH INS ON1/H :sl 5mmery snu H H 101'VICI Z dM 'uo}6ui��y - 3N anuany 4ILL 6OZOZ d01 VIO.z O'OS�SlSOd.l ld 301A021d 01 MOI0VNIN00- f SIUE)WIsanu I aim-Wlllsm 39 Ol Sa1V1S 1tl13W:31ON uoIF)UIIJ ' aM SNOI1V001211V1S NOd 1'L0S Ol a3d3a 1310N BOA .Z9'9eaat E6'6 VS 89L .VL-9 9 a ZZ S£'ZL L9 BSL 9z 9VL I VLt .LL-9(0 a iL 6'L V"L 9 9E1 I d9i LL Iaed .LL9 0-1a7L VL VVVI S9EL I 39t .71'9 5 H VL 6') tl,"L S 9EL 1 09i .LL-9 a H VL 6'L V"L 5'9£L 1 09t • • .29-9w Mel. Eo 6 9E 491, .69'9 @1 N Bt £0-01 £r'VSL I.rr1 89L .299/PJ NBL E66 9£V91 .a 90Nat Z'Ol Er ISE fZ VVI V9L .Z190N St V9 9£VL 9E1. d51, .W9 CD)aSI Ve 7EE-pL S£L 3S1 .ZL'9UaSL V9 V'£VL SEL OSL .Zc9 UNSt 72 rL'VL S£L OSL .Z990 N9L Eb-6 9E£9L ,SL9 'dal ZL OL EVESL LE EVL 9SL .Z99 0 aal E66 9E E91, .96-9TI)N91 Lr FLE7 E91 96ZVL V51 .9-9 0 a iL L-L 6 1.4E Z V£L 3Vl 0 „99 Mi NVL L'L 6"LbL 1zVEL 3VL .990d VL cL 6,11p1. Z-VEL OVL cL b in Z'VEL OVL .Ec9 @1 bat 1'01 E6 151 Ea lVl 8bl .69'9 @1 N 81 K 01 E6-L5t 6S'LVL ViL .E6"9 @1N LL SE'P KOK LZ'VEL OEL .SS98�aLl LE 99OVt 6ZTEL 0£t L L V9 45.04E tr'7£t act .ZrgC3'a9L E6-6 9909E 1.6L 9 9 N 91,• 9L 01. EG-09L SLOVL VEL .Z99N1 N8L E6-6 9E 191 .VL"9 10 aal LL OL £7 L9L Z£'LV/ Ott 29'99Hat E66 9£'tat 16'9 to a0Z Z9'LL Eb"L9L t9'6£t VZL 29- NHt £6,6 SE'L9L .V69 Nat Lb-0L Eb LSL eQ,7n Btt .Z990 lie I. E6'6 96 L91, .ZS 99)6OZ 9E'tt EVYst LO'9111, Vtt .Z9'9u Net E6'6 'E9L .SC95 aat ELM V'ESL LE'EVL VOL .29-9CJ Hal, IM6 19'991, .IL'9 va 91. LV01 89'96L LS'9bl as .Z9 9T)a8L £6"6 L9'99L .Sc9 mi N 61. 69101 W99L 94L V6 • .Z9'9@1 aaL E6'6 99-ELL .V9.9 a if 91 96-6 £6EF 77E5t es .Z9'98'apt E66 WELL .66'9 0 aat RV 01, E6-E9t SVESL To 29 9N'89L E6-6 SWILL .9L'9 V N 91 9V'01, ZOZ9t P9151 VL .Z9 919 68L E6-6 IST 99L AL"9 V a 91, bL-OL Ell 99L 64171 V9 afiaZ-19ZB6 NM'��Nang awa ma�aupuW lsaq g[LI .29*9U 119L E66 9E-99L .SL-99Hat EVOL EV 99L 1E'art VS uavoua..yrpm,nm zersss�n>-lisrrssrszrie� °Zy9U�68L MIS 99-11GL .EL"9(JN6L 99'0L £6V9L BZgst er .Z9'9V'US. E6'6 98VLL .6.9NJN02 SLL £6'b9l EVESL tlV x9'Ma81 E6"6 9E'LLl .99-9(088L E'OL EV'L9L EL-t9L VC .Z99 89L £6'6 9E 99L .V69 Or 88L LV'OL EV'99L ZO BVL EIZ .Z9.9@)NBL E6-6 9E-991 .E6-9 QJ N OZ SS'LL E795L 98-9VL VZ .99'9 @JN SL 9t$ SSBVL Z'a£L OL .99 S USL 9'vF$ 3 VS£l Ol .Z9-TO a8L I£6`fi Or-99L .W9 9N bl SG-G SS 9Vl a6EL 81 .Z9'9CoJ a8L E66 Lb'991, .L9'9 Uo N9t �Z OL 9r 9SL 9Z 971 Vi U slas!a l9 Put QSw 1Id slas!N 1Id ISI!j "Id Go.1 ulow9 pins lid puZ put 10 dol 'lid 1S11d appapS nelS LL Nied £ Y t s � r , L I 0 I t 1 .0-d=.Z/LL �L� .03=.ZILL 7 - / .0-d=.ZILL y L 60Z/9/4 w01109-ueld I!e aa a!e;S u!puel a�e!pauaIaIu!-ueld I!�Iaa a!BIS col-Ueld I!e}aa�!e�S ----- -- --- ---- r uopnajsuoZ - - - - - - - - joj ponss! 3lnO3Hosa3dlltlM /' — [+ 31n03HOS aid IIVM • �00 I S`d uL t MO139 9NIN330 X381 �N leoidAi- sjiejaa iielS � .0.3 .0-d .0•.L yloLv uorOUN L UY1dYJ 80f H CRX.I ID 11tla ONVH 3dld'VIO.Z/L L WWR•no0 I _113Dytml IDaroNd suWl•I"10" 1601OUSIGIZWO71d Iltla Oatln`J 3dld-VIO..Z An Q91koadiv zs"Lor a3IIWLIN.IJ3foad I I do • � --- do NOUAWO•HO 31V0 NatlW NMOO 1 uouanpmdm to asn calpo 6uc o J nuisspwad umO s•loaugary—,qo•,Sluo Iaafmd vql uo asn ioj-v _vag I—!—Jad J-ma—W-1 s,laolNW aU Z •ouI•NVW37LLO 910Z lq'uldo0 I sl 3u!--p TLL g fl .0 .L b'M 'uol6u!!jy .MZ� - 3N a Inuany y}LL 6OZOZ m _ �•-j `sIuaw}sanu� a cv Z/L E I U015uIIJd QM sanOoo ; 3a3HM 3OtldanS lV011a3A 1N3OtlfOtl • }`N IIVa ONtlH 3dld'tlIO.Z/L L� 2:1 03 —� 1Itl21 aatlno 3ald tlla„z ,zn c I L lied 31n03HOS aid IIVM� O NMOO • • 9fi0Z-lOZB6 YM'na��^3 a.5ua mo�Tu�uW l�M1l9[L! I.0-4 Il�lc uvuruaYfp'� Z>ZS'fi5u'SZb•�J 191 E65Z'�b��l CT I IIVa ONVH 3dld'VID.Z/L IIVN OatlnO 3dld VIO.Z�f/ ,ZjL E 43 31n03HO5 aid IIVM L t � t ! r 2 { .0-A=.V/S z - - - aOe�d ui}Seo-uOIJOaS neIS P-100 9se8 0081d ui}Sep-uoi}Oas ne;S L�OZ/9/ uoilowlsuoo " • jol Wo ponss./ 'dA1-SlNM301S OlNl Wf1WINIW _ A-.L S21tla 35TJ3ASNV211 ONV ONISON NOOH AVM HOtl3'Z) R o / aws 3sanOO.z 'A°Feu° aaHSfla9 W�W�NIO NIVY�di1nS d ui }set - Spelaa aiels I �a ONIONVI ltl ��•. (1 % • - __ a - .� • .0-A NOuvunOIdNOO MI M301S p HOd hYld NIVSS 33S , - Sd31S 313HONOO -_ _ _ •� r' •r r` °°-elea uco.N I 9of _ - M • 1NIOf NOISNtldX3lltlHdStl l•MXXILi0 i. uq/o.l firma 1 'y3OYNY{V Dam-di • ONUNnOW lIV8(]NVH C. NOd BA331S 03800 auaS JVa ONISON S• 31Nf0 3A331S _ tart MmAt Z50-noz 113a1VM J.03(OYd — .— — — — —r ra' d .tt f;;•r•.:••• I oy SOT•��7_`-pv-Au'`YJ c .�; �'- HSINId W0088 / dl l NSNV . ld Nltl S 33S I N0I1d793S3a 31Va W" • 'XtlW 3dld VIO.ZL/l L uow,m-dw x mn ml*Am iq uonspoad umY %W!q.w umpO-Alw 1-fad aqt 1q ater-J'E ,u:,S icuoissa3md7u numwsul s,loalpFW„U.'Z '�uI'\'YiY3YAO 91oznP a'l :sI eu!mcry situ, ll"GNVH Q a S1SOd 1V0li'd3A 8 12i3A .0•.{ NV1d 2Gd VAA'uOlbullJV 3N anuany gjZL 6OZOZ _ 1V LSjuaua}Sanul _ uolbullay aM LL lied O i • • Yf4:•iM-BB V.N'4+NK1 -WO—IA-14M lqN dill ..vnueyy...u.0 a2CfF.tsxra+d-t°icdscs'aan S r S Z 1 L6OZ/9/6 uollanilsuoo aol panssl �t'•z<l .o-.l•.zn 7 • �# e u �,Lir9Q19 (' uollaag nelS u3 IcIV Iealanl\� ` CIV2'L aro1s 313aONOO 1SvO3ad — — - ay3a1 .0 satl3al MVIS 313aONOO -- —- -- —- -- — — 1SVO3ad 31na3HOS aIV1S 33S uogpaS - sp-jec] iielS - - —:: - - -— —= = v a3ONIa1S 1331S o3ZINVAIVo I I� 'O'O..Zn @"�113-snlv9..zll /i_uJ� lltla 2fd a3ONIa1S 1331S —�]rL •O'O a3ZINVAIVEJ .5 @ S1SOd.l 'O'O.Z/L O/Wlvgum.N I ;13VJ.dYJ 9M @'d31snlV'9.Zlt AG a7Jla•LIJ ONtlH'y1O IIVN >t L—fin lltlil a3121aV9 wo"Enna _MytmV JJ3foNd 'O'O L W"Ols Nomm T sOJJ3wla la3foNd A8 a3AQXddV lltla advm lY1tlIJ.:NW1! 'IV,,t6M>taZ 7131I1Y(1N L73(ONd dol'Vla.z NWnlOO ONVH tl1O.Z/LL L I N Ilya owno m dO1-dla.Z tiItt �I I A I I � 2_ I i x _ Irk m z c I +u�I�Nllulud� 9t0U0tR 9 � m m L J Noudw=3a 31Ya )INVW �C_ 12 I IY319AS rL C— 11VaaNvmflwf OotTyVn w � wrwlr�mv •uogonpmd—o asn zaglo due o J nomssnwad un" fly— CSIVOWY f3 saaollgan uictgo'dluo pafwd sigl no asn ioJ•E J L L 7 fit aol.wSlcuolssajold)nnulMMI s,mmgmv-u-Z .\YgY3Y.t(910Zi4Auddoo.l ��_ sl=gm�snu L��r a • dM'uolbullJV 3N anuany uILL 6OZOZ IV i `sluaWISGAUI uolbuilay C]m LL �Jed w31SAS L llyaoNtlHNtlaOWn°J •ffrrL wnNlwnly O31VOIa9Vj3ad L� K K2 7� JOOa 01 ON31)C3 -Nwnloo 13315 IBC=O - UGO:.-IQ'.iK V�l'Ilala^:i �`uO.MaN autrvlt l�a,ll otLi nivNuaifyn��n :11Y'fj'['t:r—l IOICtL.ZZI T+I r a • r S I f f t I E t d Jau.0 eta Aq paZ!m4l • O -na SSi!un pamawei eq feu pull,mauwi of paµe!ewuCIS4m"now le41%SlCuJMIV -MstoW IM411M L l•OZ/9/6 Pawnww ag AllowPaynads sicualew;P IWIur Lobo-awl walk otenaP Anuorvuft leyl m ugn%n 1O -uq°roop poluu3m Menbape IgOLWm PDOuN}ns lie 1C41""low aleWalM mmota)lq Jaout6Y3 if< UOIjOnJiSUOo /Daly,n gp 01(7Le pole+nai mdokd)ualelusuomp la kstou al ownbo ke 41PA paliw,gns DO Aew g iTI swell pegueds jot wja Put wnleu'415uolks mPwis jo slonpmd gewallV-9311VINIH311V cn aol ponssl a3:��InN�Nv,�Vaa : 6 00 I Sb' B'SOLI algal E uo!13aS OBI a 'ale wo*Aryessaoou IOU put ineusxCldde sr sirwep Pug umalP ayi uo um0us i lad suopepurlOj lard ale5w66V pawwell-suwlepunoj daa❑aoe!d-uvjseO jo uopellelsul uorletwoku!Al!IOn AuV vatens3xa Pue'6uuais'waltpunot'y:omypew q Jam salt!Pln Dun0i5 •uopeoyissep leualew pue ssau4o!4t µ!I jadmd'µ!I Lioeajo Bu!lsel/4!suap p9 pajoedwo0 o -stpun lueoelpe lie jo u011eoa ayi au!wmm :8P 1184S Ja6e11u03 attl I 1L N30VfOV g z 'uo!loas SNOIJ-VONno.A 8 SIIOS japun pals!! Z4 pods le3!uyoajoa6 a41 PLR 9'SOLI.aWel 081 jq stuawaionb !LG w fggM of sutedo 6u!l!!j o 1391No1V Jad,/ 6u!ddol aiw3dAtJ >liom awl 4]!m 6u!paa3oid wolaq iaau!6u3poal!yaiV S310N 1�1�N O :mj pPi!nbai•jUlk pue L'SOLL'9SOAt(s)elatl jad uWioodsu!snonu!luo0. jSd S pjoy0 wonog awl;a uopuanc 041 0l 146nwq aq Ileys suoplDom ails lenjoe pue s6ui m p a41 uaag4aq sWOu00 g r¢:z '6wpy of loud u04Gedwd apelfigns 'u6!sap jSd OL puo40 dol ells awl Is suoprpum pue suo!suaw!p lie Apmn pays jol3enum ay1: Oljla3A 3L5 V -i�nlon:ils 2l� I 4 IlJ papedwo ssrul Pooh palmligej-ad JOj jSd SL lelol'Peol peas jooa \ •u6 eg Issele leualew O aoud neguo0 awl u!luaw 3 'E'S uo!pas 9tf }eels 6unJolu!w Aue 6uneld of loud 1a6e!6uueaq pue yldap uogene3x3 o ON�jg;� SOb'OI 9snbe m;sseq a oq 1W pays sluawnao0 taan000 awl uaawaq Jo uI p!4u0a AW'AIDuPmr we i ed syluaw yZ ue41 lapl0 aq lou laws sisal lsed wail silnsai 4t6uails 6upepuelsgnS molaq a!qe;awl o y3ea 13;su6!sap x!w 3!wgn5'Z'L b uop3a5 LOE IOV Aq pagnbai s!eµ!wgns lie ap!naid: 1(-`S laals 6u!mo;u!ai Aue 6uroeld of loud saoepns 6uueaq l!os 6ugooj S310NlOOd'8 SN21VW32f V N0IS30 2130018 fiF NF$1 Q Owl at jo 40"un se"aq) oW woo u0 Acm a io{dxa joll2ck1k0w ucto10 D W a k u awl to ugss!w4 a) to aol pannbai s!9'SOLL algel lad)Ijomwljea silos jo uopoadsu!o!pouad. a41 a jajd ssqun 7poM ayi 6una10wo3;o Aem antsua0xa Isow o41 ao!Jd e41 u papn!3w anelj q :31.LLL ONiMF'21Q (� 'swnlx!wpe pue jelem,bu!x!w'sale6aj6 9 SOLL uo!loaS 001 lad ILOna1stm ltl 1 IE) a 4 411meap Bu pe0.:told W leuoo as'sluawnaop penuo0 Out ul Dunol 1 ljg5gA3wedlaill aimp Aue P1noyS d= •S6 eljo]aw snoppuawao jo;sluawaJ!nbw Jol s!eualeDy-I-Z-b uoyoaS LOE IOtl of twguo0:SIVIa31VW 'u6!sap jg pasn aseo Isiom yl!m Ala]Gedas pwappum aq o]we Peak palegua oum °�alp^`�`P°io0�Dipj°4 Jaaw6u3O.•va43+V Lon tP mrluaba ay1 01 k4bnap tp I!s4s sto Stdo:o VV S Z VOLE -S!O w°^o6 IIPVS 4xrlm awU00100 Peals iaeu+6u3AM4WV ayl'SPiePUV)S°oY°H1aN iq sPeloQ uurtir0 uC4trN :NLV1dMJ flf][ pews S p S3118W9 Z VO 4 pue peol ewV sswis wnw!xew a poid at mod Aue ie ewe,mz jaAo peol psgzj mum ql OOE ooeld(Z) /sueld'vualea4aadS'SaloN lemuOO Dot Wawaq s`Puedw3stp 10 asm u!: 1 d aG I 'Z-406L uoyoaS OBI pue swnjx!W alanuo0,b uo!pes LOE IOV of upoluo0:S %IW a N 081 yDm saydwm iolearr ttet Out IOLA f4Pan e s joloadsu le*Oa 'pawjo ad s! "u6isap jg pasn asm islom ynm A!alwedas pwap!sum aq a we speq -A8 CRX111H,11 CD Sa38110114 UNW39 OVOI APAeJ6;o uo4eaugej a -DO 1UPW NOUZIUSNI dOHS N V 1HOW] as to;asa41 aienbs 4 1 paaaxa at Iou cast ue uo sl OS W Dedl lemou"Idde AgauOwjog C PUetsw+M 's8ION Iejaua0 Mjr=w,S awl u!uopeo sluawja!ddns sbu!mwp Iretap pue sueld srnoqu Map 1-:1i3DVNVIC 1}]fOad 'TTT7T-711111 ,sa3uaja;aa W1SV pus IOV PaloalaS 41im(LOC IOV)amJ3va0 Ie+nlon+iS to;suWla3y»aM A Polo aOgP a4 pugs,palraNl ideIaU p l j ad q,leg'II!epsq a win d Ol; asoul IIE)spG* o leas 11 wood cuo^a•Lq rae4JrW NOL73111Q L13fO8d ` .'SL-dS'anew Owala;all p!a!j IOV jo Adm a cles I pays joetenam awl: a a I :6wmopo;ayi Jq pwrnbw we SOLE AM HI tm4aw!p Aug p pagdde peal lu!Od ql 00Z j0 Pep Dug d7d OS]s!sw of Paufxsap aq Days Pti dot (L) lenp!n!pu!uo pap!nojd step 6ulpeo!oynads!we wiou Ire ND pue veld 31 IB d 310N :A803AO]Id.1V ` pus DOLL sutpoaS 38I lad 6upsal pue suo!loadsul!e!oadS SN01103d I IVIDUS 40 1N W31V1 uo!le!lelsu! peo-I moos S100•t ir,91 I7303YfLy 1Jlfoad n „sleuajeyl put utoowur5uo0 aejou00 mk saouwalol joj su09"Fp 11S.O1•Lt L IOV(b) lad suosiad a 1g anoge as '(Z) a jalid mallow lot mM0.3/1aa1140jV KIP 01 suW pwgnS spec,Jo luvwdlnba maw Aue)a svaigag 'tZ bOLL 081 peg Bw, pat(lew eanojd spunod of to ssaoxe u, P II alD=00 INorWnAS mt slutwannbaa WOO 6u!PPM tL•a9IVt,&•Sit IOV(E) alou lad eo lapOtn and iGNonjls an- %pail pavawna0 un e -genb aq peals siomdsul IepadS 13a(ojd awl io!SuOlLvdsul lmaadS apoAald of A3ua60 wglaadstl!Iecad3 P I lu!od 8l piamm0.5L jakdeVO 081 (Z) 08NM 14 JaumO: a 1 NI I ad Put N Ni I algpnpai s!peo!eajV WE JO dSd OZ sj-u ;o absmuoue pue ozs'pso!'uogeap to umIlluawnaop apuwjd (sSuMtmp 6wpwnid jo leoulaalo O pappwooe a u!elw le s ,alwouoO!ainloMS iol suogeoynadS,O L-LOE 10V(L) I Immauaew i 1Gnpws/lejnloep4ate)sluaumaop panu00 leot!8uo eu1 u0 petuawrt3op:ou q z :ill uu0)u00: panjas 1e41 to'kU04 Sm p 5tb µ101041 ejMonit9 041 oluo Dozodwt peak j0 tnumole leaoueuaaw lwnt algeapdde se j pue 3'O'0 sauo6ale0 u6lsa❑ow Aouedmoo se was — s3laa0 4 so!umice .3oD400 a3S a41 Apiou Ol ANlgosuodsal aul ceu Jaoenuoo a e Am to 41 IOW01 NI S V O l -gaS o SIOWW6 look a3ueks!%al pwsras jq ZL POLL pull I L5011 6varipw•SOLL PUB rUt stlrnpaS 081 jail 313HON D 3DV`Id-NP1SV0 utwa4 SNO!103dSN!WOWS 301143W31V1S Owl Due Lt jardey0 081 wpm oweplowe w awOp oq lievs Ob swoon IaIOH'!eyuaP!saa buuo4SAk=,B jq 3SS slopejluco eoD Aq Im aulklep se uo,=nasuoo Do i nails SaLvaut aul 411m P01ewPjoo3 Put w Bugsal Put svoy¢oyuaA supnaad%uI Roods 1 1 N 1J d. I VI d naP4ajV O41 Aq Deal 1 o!i�puau Denies -laldw0o Alle!ped to Alnedmw o jo mu;aq SOVOI 9 NIa31180 NDIS30 toow eal:ou se%P u6rcep -wo 4,ua4uM 4,j"eg3eMuew jeweq Ijodw I"aua°loa5 awl ur Palau se I ajkCksur pue"ietaid OMBgns !enyj0 6u!ppne Aouednmo se awes — Joolj lwq anoge 5lopwo0 awl p"Dxa Iou peals udll3Msuoa 6u4np 0inlonns out uo sovol -0 NOL10L1N1 IWO Iea. ono lueplGwrmwep joden pue x0orp Axlndon aleutlwdtle ue 4irs PW'nw0 alp pegs 6uua^o3rsbwlem awl wpm suopaadsul pwrnbaj Ile aeapjmo pays mloenuo0 'E'O L L 081 4Em a3ueprmoa u!loop{O 6ulpt"8 (Z) 81 OOE -Apadad i�-u'.L,11�:�10d bu�0 9k0U0ti90 "tpsua%wrilsww am=w o;13algns asow to oPEi6-uo-ipels ane:su"wnlstow DV VOdw lv uu=010a5 out awl Aq uopoadsu!of 13algns oic 5tu wtjl pue swajsAs qels japun'sbugooj'suo!lepuno j-,�jI59a i aloe lad%peal jimS io jSd OOL glrx3 9 si!eiS N0:1drd7S30 31V0 W1111g lad I!v%auieu lumadwo3 to Doi teinlxns ponedwoo uo wag news aPegi UO-Wers IIV �ti N V a a,14.fxa io;,.w sAjrnbai out ju swogeld- uo43ngsuoa aril w n Alliqu plow.utcrule 41w.ie91WCL Q3CISSI lenNo fiug inq m aaurfiva 1p!uwaaloa8 aw Aq pqm pal asrMra S 3W3a1n03e 1S310 SNOLLVD1d1a3A 3DNVanSSV AlllVn SNOILD3dSNl el OOz Sj a Alr1 ,age,Du s6WMM'6 a41$O'XdWaj O srWd Mqwxuls nut 14un Halgels Ouunp as pals OW (L) i0 did OS s!!wpien0 ue!gsapad g sl!wpueH situwaia Jatpo Due 6wOW '6uuog%Aj",VJcl Auw Beals Rue V8111- NIW B14S H795-ds pp -alto it x•opwl)4Auy Mateo SMOul 9 t ueyl ssaj ou j aq sbmloy;jwaupjod jouapa 041 icul wnsua 01 sueid y ie 18 Pue spG 0 P H • SOVOI ;o AIrP4eks Pue wt6uwis aoP jg etge6uodsai s joia¢num°Vl flNjO S Ail d u"n3npoJtW it,xn ngwAur ig umss!ttu+d umu% 6u1plua pM3 ayi tam pateu+pjom OQ tte4s pue o)=ixwdde w twous sdals 40 stootgool'Sbugooj MA ur%Owls sa6eio 3uV I.a Aum a Dien s!G ue 53W38 ONTO S-1 t;t w.I!wv!elg0'Altro 13afojd qtp w em iy'E wpm pale:topuo se saoI League^in.suetd uo umous se W Deus%6wtoot 10 S401 :Hl'd38_S 1'N�3 si!elS laals 'lOp3 9 SN21VW3L1 Spt1013Nl tl3Ltl 3All N91S3O lbuuous pue!p!ilk i Ai114s J0 k Ave jo 41-kj 3l to;3 NE)ua l0 0141a:.:d IONICI6w e '3SS us Ao!dwa uopams!p silk je Drys xpenuoa ay1• 33NIflN3 N I fl INGH IflNt '.J S!uuu!5 Iw+Jjo mJ _1s,tJJ]IyJry ooLL•Z 'J"I'NV IkBJIA❑9]OZ 149ludO0'I lelalwo 6u!pprq ate j0/Pwe iaaw6va texuyaaloa5 Still All pay�oads aslmuatpo[salon 'in oignu ipj we eg apnea swawa;a awVl 4tlawpokea pue uddidgl1lumelp u5tsaa%,3SS ZS-1 tq jo O L-LP.gM lad lax j aouepo eq peol MouS It :sr 50!mwp s!ql 'apej6 4swr atn jo ;jjegsa:a s Jw ubo;nuew lad Akopc sal We p0 3SS og nays g3npoid p gas dwd As/j4aue"w, 6! u!se uno d I•ntol W-L 30 VjW ssal jo BVM S 1 S 0; ❑) j Maaq say3u!gt uCLO sstt IOu meq Deus s6unxt Jatiwniad Loualx3 lima+te3ruv3a7owB aal1 'L-L 3 30Stl' 8 P S ia6n 6u!A uo paseq peal Mou (Z -(411eaH pue Ala a euo4ednm o luawpe a iad se stt0gaptmo j io!d wefiw�V Peujwel!uo jeaq Deus suogepunoj' LL 3 N /1od '6wnwq Aressaaau OV u6.saP{tN jai,ANPg6uodsw io 3SS aN anaiNi lm swop Pue ajnipins AjtwvO salt 'Ot"L tmU3aS OL-L 30SV lad%sal io)td Oz Dud was ueyl jaleej6 HSOO Pus VHS se pans spxptjals Ala;ee pateLw gd Ile Pua uwpMsuo3lo spc�:1 pug suaaw e H ;0 u6!sap out Loan AalWtedium pue eualuo u6!sap 4xm a3uepawm jol so(s6u!melp u5mvp luouodwoo)s6w si psol moos punoib wa4m abjew3ins MOR-uo-u!G jsd S sapnlou!pue atq+ ru s!PE07"US (L awj jol alq!suodsej sl joloeiluOo awl 31N31g9min dVS Put HIL s 11`31011 jald ele6w6filf Pawwea-jSd 000E amsswd 6uueake uplepunoj elgemglV •mgjp dogs(3SS)S jwwo6u3 lv ngS AlenaOS out to maoAaa Al(Iwptool!anrtu0ns an dweis put Pua Sur -Mroq agl;o u6twep auk tam aauetumjum!Gaua6 m)!etowgm OLD Ma1Aw elm a3S teal'ssulmGP]uiluodwm = o]a'a3ue1da33e Due 6u! .S3 AEI d a 0'L •I iaaej aaueliodwl Peol moos 3SS 4110 Mj)O M gV PaIWwOO say JopeWtoo Out aau0 1A3 d a010Va1 Va N3 let -1581 pennoei p suope3quep xj%ajnpa3wd'sonsA io sasea leraads Aug pue soewalew jo meow molaq umows„(s)wnsswd 6uuea8 uopep ON Auopo!psunp 6u!AeH AjuoO:M Aq pw!nb-fiwpeol llu0—US stud uoltaedsw'saved o!glswodiu }o uorlewroµ,pg/um Atom nut 01 lue^a!°i o!npagas i3elad -unoj eDjeAeoaV,out tioddns of a0nbope we silos level Bullets mum°eW 01 m40I a aP!Ao1d!taus smaa6u3 )ajouloo)E'409L a!ge1 iad%peal 6u!ppep pue luau0dwo0 aril gawp zbp o1 on a:s!peal puim(L) ado3s Igdm ow to matnw apnput a we sepuo6e 6uq°aW Pannbei aia4m ucgo!psunf burneH dM 'U0j5Ul lj f•i leow43 m ako0D °Ian3 pue Ioats 6waiqu!w uopepuna N to am a wv!d mid sm ons 6uueaq pos Oweda+° _ IL1 AluMnV out to ara/eluaswdw pue iaau!6uap3aVy3 e'srotaadsu'siotC3uge1'voile luoagns lust, V pue wper"ns Ile 1°dsw haws iaaw6u3!eowwDaloas0 xL1.NOUOUSNI V I 0 1 (L)O9L!l says!u!j alq!xa!j 6u!poddns siagwaW IZI SZ 'd (JSd)'Paol,M0uS;0oa lelj :pt101 MONS -°lw'iopenum a"ot a we bunaaw uonannsuorwd jot saaouoiIV elaiauop uollep-DO4 N anuany 4ILL OZOZ uonvtesvm to%Mqd fiuMwpo;041 jol pwmbw ax'room rue^apj out$0 pals otR 0)loud stlaem swgoejd Iuawa6ausjy lSaB etlory tlaots We lu0ujabetmw mlem puna6'saNpa3ow uopelletsui and (L)ODZ/I saws!u!j a10u8 5wpoddnS wegwaW ow A!wew,xoidde Dpnpo43s's6u4eaw uo3-wd %j0M 6uoueWu=o1 loud s5unoaw uc rtnjtsu03 suouendwd a i6gns'a plewy Iou Inq'kVnlwl vlamyl Paygods%up18PYPWwaaaj a41 malol leas Due (dl3)aaloj -aid 6u!lau!Pi000 ig algrsuodwi .o mpenuo0 oVl •SflN1133W N0j1 flail NOO.3ad 1-d 310NlOOd PUB llWll ltl1NOZ1aOH , , i SjU a WjS8AU L1Oday Ie3wuattoafl Oyl MarAw of alQrsuadwj aq Days loptuwo0. I I N Val 0 lejalel ivale v-nh3 :pasn ajnpmald s!sA!euV 3!ws!as 09E I l Dun(ll) Peol an!l Joold muuew camas pue o;os a u!><iom&i.wiopod iol Ruv.,ywassv Jo zanbwV3a3 u6!sap jg pasn eiam 3lws!as•g Palm :Aq paw w1k ieags aseg mj sassy idl uopeouget 5ugoa!as jO;-SuOtSwawlP Due saaluLmb Its Bunekwma Pus Bwwjqum jol r I �i a 1L 1L DozII oun('11)Peo I!elol'siagwaW joolj WORM!(] M/ise3)J8a Q U O �U��v 'V, S LOZ'9L Aienuep palep'3u!sa3ua3S 4pe3 PaIA�sV Aq AI!�j•41nW uolSLmiV wauissassV 6uuaow6 saueA (SdIN) ( paw! ]sal ys ase8 ufi!sa 'xrom°ut:0 Aaejm3e We sL!erap 6u9nu!Pi00a jo;OLg+suodsaj sl ioraenuo0 a41•NOL1tlNI0il005 -u3!eoplioaloa0 pue uopwo!dx3 83wunsgnS ul poureptm suo!]tepueuowooaa-la d a I 310 09E/I (IIM) peal pu!M Jo mouS 10 an!l'lo0a se1je u. Sl4poN)lea p ``II 1 A (SdIN) (og3w!p 41no 4S asee u6!sa uuq palaldwm sl!u!aml3n+tS NewW awl 10 Aa1Wat%pus w6uan% O07 „suo!le uno pue s!o 9l jalde o uwo uo (sawou!'yl6ual weds s!I) uopapa❑(-W peal 1e101 a laau!6ua leinlongs a P j S„ 40081 l 1 O:$a Vl N3a alaym'04Z/l 'PwMJojAouSjOan!l+peep'sjagwaWjOoa 0'L �w Ml3 (tmgow!O l�Mllse3)jopej Aouepunpaa awl iq a!q!suodsal s(a3S) 41 S 1LI191SNOd Ibaf110f1a1 SNOLLVONnDd ONV S710S :S1N3W W' P S/N (uoximm winos/wwol4)lgaej huepunpaa Atdde Aa41 Aniagm auov tlt u eta u!,I"dA.- m 51044S"We we L L Wild -313 03N015 LLL'0 =s0 (s)luacylam asuodsw o!ws!aS sk!aap asn'A!mvw S Alade Aa41 jonwoym,!p 0Al-ee SUCId apt u!p»uajgw giLIOD 39ueds Due J G -EOLL uoyoaS 0810l wjqum pews uopongsum pqj pgejajd liv: LL a1SN V is Vj t d -30 uaaaie sla0ys naoP wwue a ql moot,.1 po slrataP tie Mugs of Papualp Lou we pue fa:•ojd a4110 1WIxa I ass tlOA fi 9f6'0 =raS(Pound pumaSL)]ua!Py;aoO asuodsaa u6!saO IeiiaadS pals ielaei°cp lGaua6 a41 moos o]PaWalu!am sSuinGP i¢mpnirs a41 Slrol IVtl O(1a1S swel llWll IVO11a3A N01103Id30 B 09CO =IS (Pound po4S)]uepylao0 asuodsaa u6!saa unloads :N011V013I•LN3QI 13HIFOTId -Asbulpm papuedsns pus slaved gem loyalxa'jamod Agpusls to Aouabiawa jol Pasn Ivowd!nm lm4pata swell W pt jtsuou jai no pue suonva011!un rya uewaw'suo ssaWaP'sgim'sj0lenela'sDem u!e slouotew,opal Aty6nt to algg%noum'olgtuw um eel,Butulel sewn i"ucvww pole swalsAs 6u!did'SIM)Rt u6is (Pound pup S-L)u q.a!a33V asuodsaa leg3adS -jn3"sbuglG•Bupga0jtlCm•su!wP'sam"'Si!kil*qvm buutaq-um's6wuado A•.00tjm Due jaw -ew snowlaeq 5utuletum*4jompnP OVAH)0 054U043ue 6u!pnlPui'(VIa311a0 041 ul P41611 A O6a)e0 u6!s00 'sadq%'su04Pnala'svo!suaw!D-a Pa1wg IOU Ing 5u!prNav,woke"Ojul leuoaP.a xl sbulmeJP auusloS paeu5!wD s,6ulppng apt uo peSBq)suo43ad5u!le°o4'PDo of loalgns aq Algal IeN swolsls 6wPPnq '8P to ualeluewnaoD wtnbaPe liwgnS uo4ypyjnf 6pneH AtuoglrtV j1{{1 0l algeldaaae 950'L =•S (Pound iJoyS)uapela!amV asuodsaa leg0°ds 6urgwnld pug IlA!a'Ie3upal0'te3we43aw lWO0110JO o4t 01 mlaa NVAlMO a Hl d3W Pod I au6sap s,jai 91 L'up Due S 1 L SOLI su!It 5 081 0j 1 I"fgn G Jopagwo0 LA1134I uapaS pue apo0 ow;Aq ParnjBoaw S+43!4M Aoupeunba ALlvaua6 pue wnleu iel!w!s to eualu3 0'L =al Z-S'L algel O L-L 30SV iad jaoed wueliodw!o!ws!aS OBI°' B lu)%tuowo C)0;ow 6OLt PUB st I SOLtsul O403SS)o 01 P atelS ao)O awl 411M VOLT uO saw u6isep ajeumpe IueAalw azpgn a lsanbw a'jeeu du3/73WN3ro 441 a Pwgns Aew 3SS P 's6u*kup awul of le1W walddns uwa,wjojut jOl sluaw algealdde se sleAwddit p =ssel0 a11S -poop 13eiluo3 awl j°lied se pangs!suopeogioads ooloid awl at jai;all N 11VOId133dS •ol otMumsaj s t3gjIw0 awl to luou o6popAotgook ualem,pau6±s a voparpsunp 5umtH AkmupLV aq;alp!^cad 43WBV pue sluauw allow uoaum slwnLae;nuew pue ualewiqu!1e3w43ai step pnPwd 'a OZ,LIO, -L 30SV V Z£EL9L 08!iad uopeoy!sse10 al!S a pannpw S mioenuoO eon yuuad 6wpmq otil to itnui l a Joud: 1 N d a 1 V 3SS a4k Aq pau5ts Due Datumos'pajedwd we s6uW1UP ublsap lueuodwoa pamaul6u3 "q v =pp jgaej uogeuy!ldwv u tow--U 0 S 3SS 3Sj awl Aq ague Devils Due patlwlns aq peals sluawala•paufitsap-mPWB.to sielbuign uc o sewn uogo!psunp 6u!neH f4!j041nV aql pue joloadsul le!oadS'jopeiluoO awl -upo um a o0 6ugegsuowa a 1 A au6!s Due padwels'paiedwd%voile m e -e p•f =efiawp jaaej yl6uags loop wa1sAS •jag a41 outlet Ot%juawmop IMIU03 atn ul paygvaa"wWQ Dw0aa6W-Ajlenads 10 P P 3SS 4 q P 1 1 0 pus 'joal!ywV awl of Pelnquls!P aq!I!m spodaa(uo!lenjasg0)pla!j 'inom 0l suopeNesgO pa!npa4os mope a -WPM Oeyt itivupnS (y -0ejj o5!jau 6 awl ajinbwqgj sep a41 mono;out jo St oucdwonk 1P"Gek4WJ*Ps'ja O O Jauuew Alawp a u!1J3S a41 A}pou legs Jopenuoy6ugooj of joud ala!dwm s!w6ejgde!p jow ja4e "a m 6u!wano6 a o s jepuels aauwa ai us suo!ear pads awl of two um peals u6!sa S'9 =a Oolaej uoge3y!poW asuodsaa -aenuoa lenua6 awl wrnBai 7e41 wnloMs out)o s1Wuo0wo0-„pau8!sopioppl8• pue 6u!we4 joy'jOokj Buunp'UOq o,4.Ilem jeays 6uunp'uo4ellpml uopepuncy 6uunp :smopoj se aq P 41 j P ; P 1 1 ; 0 (E iM sI!s!n elks uopen+as o eirtiowS'b'E'LOL uo90a pue uo!oa pJ oe u! dal '081 awl u!pa3uwajai Jo payoads se Due u!way pa13u sl!w!l uop3ayap apt u!yl!m u6_081 (Z %peM jean S walsAs wasAS I aamd aws!as '3SS Eqs sl uo!not(] II. q I S S bOLL 1 S 081 41!m ague w OLL -081 as -ns l3ai!p awl iapun io Aq pal2!dwo3 aq Ile4s 3SS awl Aq pau6!s pue liadwels sjuawnoo❑ :Sdwvls MOLLV11lSIO32I spaa3xa-A Deeds pu!m(algemope)leu!wou wa4m palls swnpwis jo;joj pue 3'p AiO6aleO u5isa0 31w Aq Paiinbai suopeupwoo w speol aNenbypea pue pu!m'eAll't1taP Aigtgtjl slapLsuto u6!sa0 (t II-AA Buueag walsAs lw0lows e8 Ate aadS pa vi 6ulwGt pue Dautuadxa say 04M pue'%Iuawmw lm4u00 mil w pa9 -s!aS se pay!ssep swnjomis Jot PaP!Awd aq l!e4s ut9emasgo IGnlow)S:N VA a put;I»arribai 6am0!pl awl 4Lm Aldwm aq e s an cad ate3u is o Jo aiaau!6ua-aJd'wn13e nuew au6!sa is r ale3u aid o u6!sa N91S3O -Duap!siWwa;a paiaavr6ua•Alle!aads papalae ioi sa3lAoas 6waau!6W lejnpws Alkelows _•��`_' "W`�_~! !I 4 sl P P qe! all P P ; P P PP.q,'P qe; i ❑ p =OOS :Nolia]e0 ufnsap 311'Ll OIWSI3S swioped 04m 183S aul IOU Apeo!d/4)'M800l s!loofoid auk am4m ajels am u!pesua3 A•..e�tra a-.w4t..t•,e i •I•j0 MaAw so;tc9kdfpelmp 5u1neH AUXWV awl pue jaau!6u3Ajwlga;V apt or suodw ungaledsw alai Pion ails i InIo Ile;o sa!dm I!wgnS '►r 0011 061 iad w 4 um3adsut lelaads woes 44 paanmo Do arm suodw tio43adsw - io awl A ajulbou enaidde jo Aln awl of pa4!w ns aq os e e s -11'(3S Jo 3d)Jeam6ua teupssa;ad V-(3SS)„jaou!6u3 lungMS AjlelaedS�� woJ vsaul6ue-!3P� :31JS93M Ie!oods!eu!j s!seq App"t uo papu0jd aq lieu%sL"aj wgaadsu!m-ads. t 11iD1 ns N LL A7" 4 ji P ).I ; 4 4 KuqnSII 4 slell!wgns pwiajap ay1 •ma!nw JOY a3S Pus 1391!4mV ay]01 slen!wgns PS.Lloo Pau15a;*(3-j*WS.9101 30018 sled, oast-zeE lsozl:xtld•Doer-zee(909):3NOHd S1N3W3 O'a30018 S laN peal ll!Idfl !eiaua6!Gn1aMs Due suogenala'sueld!Gnlows awl of sa3uaia;ai sale3!pul-veld iad- L0L86 N010NIHSVM'3Ii_LV3S podaa(S3)sao!maS uo!lenlen3 001 a!geo!!dde awl u!wl!m 'u043nilsuoo OOO L 31If1S•1S 1HVM31S 818 lsabnbw swewaia 8W)O wane wim aoutlgdum 0009a uapedsul I1gWaS J!awt p tutw wP pays jopads swLaW8nS 03aa3d30 6e vawm l01aa;pL wtOun auoZ jawo0'6u!ppe!0 jooa -ul lelaws lmdaa(S3)saowos uoge°le^3 Doi Parluboaoj 081 not tua om pue sucizgnolea huge 10 uoge3ugel of mud ma!nai Jol iaau!6u3p3al!4oiV°41 Ol 1!wgns-,ma!naj jo;i!wgnS„ 19 a6palo real OL u!y]!m auoZ a6P3'fiu!PPe10;00a 'walsAs!GryoMS NewPd awl •nut194jj5 aJlnbet pus Min awn Ag reAwdde s^nbea sualnles4ns g6u!meip aul uo Pogtkads asomatkno W '3SS — m salou ac a j 1 a isuadsw a A adwels pue au6!sa a legs Aeut s6u!mG nlawe attl to sluawannbej a 01 pile ez auoZ a!PP!W'Bu!ppelo joON to u5isep owl jol alq!suodso:s!83S 941 Ioefoid awl jq sluawnoop leti40n4s awl UP%g — au1 W uosop a S1l Steel e Q3 a virun 1 18Qd Napa nails se we sSHOH NV 0311 IS lq yl y p p p q! p lG W dwt!s a pasua3y s!o4m mou!6ua!Gnlongs a41-(a3s).,No3aa jo ioau!6u3 Iesgan4S. •aadsa le+aadS•u6wD ayl)os!seq eta aje taut wo43ue mj SajovawyUo uapas S2)OHONV 03lIV1S Jo alai)jajl!p(s6u!mwp ufi!sap luauodwo3)s6uljtlajp days WyM:SNOLLtlIA30 flNlMVaO dOHS 6C sjaWO3)o laa)gw4]!m auoZ a6p3'6u!ppep]IBM IDO -NI 1SOd OW at jets)] 'sBu4Amp aril W patjt3ads sluawannbw ubKaP 041 Aq W1e3!Pw%e pue oat — •all uptenleA3 03,p"Otdide awl ul 4uq las sivawwmboo son 40M a3uep=:kv a aq peals su lope0sul ma!nw Jq a3S a41 of said jo jegwnu pw!nbaj awl Bu!n!wgns joj a!q!suodsw s!joi3eguoa Zf auto Ip!dAl'6gppg0 peM plmaa jo iaau!6u3!einl3wls awl Due pjmaa l01oa1!4oiV awl-,uaau!6u3n3e1!4°+tl. LNV L If1SN00 E011 uooaS 091 Wam Nduwo Days•AHNOSVW CNV SJ31:131,100 01 Sap V(13171Y.I.SWISCIld a41'gslPut4ns Adm PRN joj laruorape jo Adm pmu myea)uo Paµ!Lugns we A"two;aw o sk"o uOns (aiguougn) selou wnlw llw a3S a41 woj;waN%ojnpMap jou'svolte3ycedt pue sueld mioid atn Lnw muwldum0 wog Ja j 4 ] ; 1 J P II; 41: NOIl1N1d30 s!amop JegaJ io slloq pal!elsu!-lsod jo uo!lejado 6u!1noj0 dSd N91S30 M S3aI1SS3ad flN1O0tl10 81N3NOdW00 asn j u!pasn swjal u!e ia3 o sfiu!ueaw awl lanoo suo!!u!a 6u!mo o a 'amjejadwal pue jualum j!e'dwnls jo suopewtuiala❑ o pus Bgja as bnn;a s se panj;s0m as o Deys sxWvma jo ap a%W Aa:kue o33e;enlwg0s ayI de a%IpM 'alamum ysai;)0 6updwes c pue 6utpynq atn;o tquawmop penum ay1 Due idaaum u&sap ay1 ypM a3ueuuotuoa iGawo6 iol{eprwgtK piepuels alpua era.LORIrMu'ttunV a4M•=•iM�pels tyttsttk -sPagwa pue stloq a3eld-u!-lse3 punoje alwaum;o!ldweSeld awl ma!Aw Illm a3S awl'maiAw%,4 paraidwoo 504 10109)luoa 041 ODUO M31A3a fl i V11 dOHS leuallowlp :pasn wnpwwd s!sA]euV puyll 341 law a Bgdwm ww)X=jlma a41 awliw im stop wpm a In uolloas a!p"ds a of aaowa;aa rol"••Gt lerspc,•S-r aV s,nb!ugoal uorm!ldde jadaid jo)'alaipga Pa3Jqu!aJ to 6uneld o jaau!6u303aj!y3jV awn of p•p =RN lokoej o!ydw6odol eje s:Put w area 3tio3aja a%%thin DmpuelS awl to uo 01SOICIJ80 tall asn ONVLS salt v!Daeu :ayI 6uunp pvi!nbw u043adsul snonupuoO. 5u!piumio;am)og wnteuft pus dtueks ma!Aw Si'MMIUPO 041 aP!Aald Put jaPUIM W41 Aq IsalsoADw SDaap aje spmpualS ia47o wa4M O81 ZtOZ!°SE jwdey0 al ia)ea:SOaVQNY N a 33 sgels leini nils kewpsuaunp Ajessaaau Aug apogid little joloegu00)oiaeguo0 lwoua0 am Aq P0gUaA eg lsnw'amlaoaall 8L"0-l+ =ld0 jua!oy;ao0 wnsswd lewalu! pue sweaq wog suuoj pue sajoys jo leAOWe1 of joud wl6uwls alajoum njis-ui to uo!lmgu9A o Due'a3S apt AA pama-aj Iou we salnuenb pus svpsuawwo "ssauata!duma m)lelpwgns owl Mama IM46 p Ajoliale0 wnsadx3 Puts pa mpe4uo0 aoD'maw6u3naaPyolV tit a uass!wgns p joud:M31A3a aOiad S.a010 HOO IVa3N3fl ugg3rPsunf butneH ANJWInV sop aq of pmisoaRun VM'uol6u!Iro l0 Al!O au1P'4 patypow Pua pal •sanb!uyoal pue ainjGadwal 6uum payloads jo aoueuslweW OLL (HdW) ""A'paadS PuM u6!sea ejew4!nl •ldope se yet oy1 se of trajmla jageaJag'uoO1P3 ZLOL'..IOBI)opo0 6u! ln9 leuopewwu 'x!w alanum u6pap pannbw awl jo asnl Dug Aq peuiamb sr 13afoid s!yl ;o uoilomisom Puff u5lsaP aqj, '3000 NINa3A00 •Davila;sjagwaw;o suo!suaw!p g uo!leool'adeyS uo enkwgrj jo lasuo awl of joud jaauj6u3!raatrwiV aw 40 moAw jot SAV'O ONMaOM Ol W31SAS E)NLLSIS3a 30aOd(INIM NIVW :N•JIS3Q pNIM •rood awl of joud suopeouge;pappagwa Due st j suo!%aoelcl u!-lse3lo asks V 6upe!d JO SN33M OM1;0 wnuuum a aP!Awd of aw!l w spew aq pays sival:GOla3d IA a tlj11W8f15 S1N3W3aln03a itla3N3tJ •pnpum pappagwa Is!awls fiwojojuiw punoje sa3uweal3 iu9wa0eld c sluawa!a peubjsep japp!q Joj pue suopaas sleualew!enP!n!Pw awl a e iad 6u! m o a "load aUl 01 loud!eels 6unio;u!aj lie to]uawa3e!d g asks u!Palau%alai!io;pw!nbai ale step lanpmd Due's6u!mGp cows to SIVllIWSfIS: L 0 it =S 409E Iq 1081 ZLOZ PL 8 j Ai06eLLt0�s! :AONtldf100 O :jq paimbw uopoadsul 3!p0uad- :6u!pnpu!E'SOL L 91gel Pus E SOLL uo!paS Oel iad SZV111W9nS SOV'Ol ONd VIa311aD NJIS30 S310N -Ib213N3J - •l�d?l ill�(1b1S S v E js NVd5XJ30d0N011o3H10531V310N1 L60Z191� uoijonjIsuoo jol panss�ll Z• T L O 1S1N3NOdV4OJWHIJ-30HIS �00 l�V (J =� Id)9NISS3H1S 31V103W1,131Nl S 113H10 HO S18361`43114 ONIWV93 d0 �� - s!ougle,pue ua=nswo MwuoO io{saoue+slol+o,waae7y+aadS,0I-LLL IOV(U S1N31X3 S31V310N11 HO1VOIONI NVdS wwOUcO Mnpn+lS jcysluau w!nbaa apooWp1mg,tt•9tt loV(9) , SN011VA3133WYHd 'alanudO-6l,AWgyO OSI IS) 213HNIflt1JN1MVN4 IS3HDNINil - F� 033VH9HOSlIVMHV3HS-mim I X7SM mu! JPsn palew ew lwo oisuetlx lfdX3 !ealsou0jo/tpaa-&Pao6u!plaMlempngS„V$OSMVOSNV(0 s Vldl 311HOHd NOISN31-lSOd E W Id q; d 8Vd3Hd f u 3 � 313H3NO3 d0 NOI1V301 S31V310NI Ougej a1!M PGPIGM 4MM uonellauad Rived dd uOisuedx3 dX3 ,'a7ltOwd PJePuwS M IenueW„'u0!pp3 wBZ'BO'dSW ISao lEl 99 % lui0d 6wyJOM dM PoomAld OMld AeM 4oe3 M3 ;luawamo) afR N3 ONISS3HIS NOISN31-1SOd H+� H3evm 133HS/H38WnN 1IV130)AA31A 0 pntS pepeaH paplaM SHM ielno!puatllad dH3d luawdmb3 dIn03 -u!aa alalouo0)0 6up!ela0 pue sllela0„fi6-9LE 13V 6u!pn!oui„!enueW 6u!1!ela0 IJV.s0'99•dS IOV(Z) ON3531 >Z NVId NI NON33S a05lIVJ30 00 I_MM O/M lseMd Od lenb3 03 .suoddnS{uaWa°io) 7 i.uaisi, pa7enta lapmod dvd tuawpagw3 (138W3 -ula pue luawaoIo u!a uogOoS „wwouo empmlS+o)suo!col ioad P+epuals-01-I0E!oy Ill �NOI�` 'I^��^a� K� X'XS 4iM IM j V a 1 a.,E 3 I o wiouo v /\ Z]O ` !H3BWf1NJ33HS/H3BWf1NlIV1301 apM M aleld ld lwenal3 A3_1 :] ) 3 5 aY M.11ON a a R rldl ON3 0V3O NOISN31-1SOd `r� 1nJ N01133S HO SlIV130 X ewua 0 fAMAO I I3 S310N �`d2J�N�J A 1H3A s!of P°°M qaM uatl eoul3a 03I3 V V IIIVJ309NI1O04 iunMuosm IsioflaalSgaMuatlO fSMO uonenal3 13 1N3W39MOdNl321313aDNOJ �,,/�/'� I^nVI pa31o)uiamn W8n al,sodd0 ddO wej yoe3 d3 �V O I I1JI I OlS IIVM ONIISIX3 S31VOIONI } NI d31S IVoldAI B3d3H) —� bu-c Oe V Q I I o I I asi,wa4tp 0 ONdO 4 3 V3 Ll l IOV lWm aaveP+o7°e w pemseaw u OZ)o ssaul¢nal ONIlOOd NI d31S S3PdJI0Nl Pa ssa u a0e a sIn JO 6unsix3 (316UuOOII 1310N NV-Id NI 03181O3dS B38W71N p N o ONn d P! 0 Jogd umww!w a soar Ile4sUO3 a40J6 o qp*etaauO=a SE u jj wnw!u.w a aney Peas et4 JO0 poops oului �• apoO JwawelO ap!s1nO OO 6wme10 9M0 ;�,.��NI/s�,d2IO 7LW 39 IIVM ONWV39 S31V31ONI - S0330X3 dl 03B!n03B STUS 30 �/ 6u1plg8 w+o)1un 39f1 awelj daaO/ylda0 d0 -al IPM 1"gun s( al upsq '+LL Inp 4nm ng OIA a7oa ul pamseaw so 02)o(3d)`�'-aulelj»OLd wnunmw (� a38WnN S31V31ON!1319ane Onis �J !a.!c Al dAl PwwB oumwuo3 A'e 910 jS30 ol]!O 00 a spay pays(aPa16 uo sgels Btnpnpw)eggs alanuoo IIV IIVM HV3HS MON383d3H NOIIVA313 eslaAs-i ASNVHl 1aluao uO 00 umo0 NO aouwa!ol luawooeld wwouoo joy OL-LLL IOV Ol uvquo0: .L IN d 8 O alnele8 ve41rN AIYLIVO 80! - 3HJ iVHi IN3NOdW03 01 .X-,x 9i:111 y6nwgl nHFLL ale°S°11oN SIN peol peaO lO : IFICO1•T111J S1331S HO OOOM 531V31ONI 583d38/1)IOBWASNOI1VA313 pep-g1 OIJH1 PmluP3 ul ION DIN pamqulslO 1SI0 yl In'a6e lsa7 payloads palsa a 1 eta p sn!pJHI fx+o0 1139YN'YW LJ3IOwd IIVM 313a3NO3 (3,nG3H3S NWn103 P_u o'ql OWHl mosuepaos!W DSIW leuo6e10 OVIO rJ!)A0-u!B Aq b awW Jo slapwlAo u!ZL Aq 9 oml)o gI6Uwls 86elane ayl s!wueldaooe 1o)jsal.V su•mtS IOwnIW -11O1J3HIO L'13f0Hd dn-1111A13HONOO S31VDICINI 13315 Ol H3d3HI109WAS LO walsAS u an6uol O91 wnwm!W NIW 1y se1-O6noO 3O :A803AOHJJs' C NWnlD3 313UONoon331S walsdS umoo all SOl 1a pjnu.vy HAW wewt101anaO A3C -!sd OOS ueyl wow All yl6uaps payloads ayl molaq spa)]sal lenpin!pul ON (Z) SL00-11E91 IlgmCnY 111fOp.i —� (31n03H35 ONnIVN O uolsuetx3 p1OyO dot X31 amaezzaW ZZ3W ysyow.O O IHO •�1 M nWJlAHNOSVW 531V310NI W9VHHdV10 31(133HI 108WA5 I Pals le!x3 ployo doi Ol XV31 Iewueyo Vq H33W aIcn.Oowa(] lg0 yl6ua11s payloads alp paaOxaNDG Jo lenha sisal angno:uagm C)o slap pea! l6Uwj -ayl(LI 9NIIIVN W9VHHdV10 HOOIj/d00H wopog R dol 9131 wnwlxeW XVW Jogo.v Jno Pauuo)aO VBO I 101IV13OTVa Onls AIuO 313 aON00ga6eJayOue Jq LZ01`aS3 OOl-.Z3-Sf1H NIMN.IlIIH 'o :uaym NOlOe)syes s!yl6uw15 l0 dol /1 AJuoseW SVW weag dmO 90 sluawaimbw u6lsap xlw Z IIVM 01 H3d381 NWnI0o 1V 03HInO3H -8S col 1 Jagwnl JaauaA pateulwel IAI Jalawe!O VIC 41-0313HONOO Joy 9ZSZ-aS3 OD1-:1I08-3903NL.689MOd -q S 1331S 80 OOOM S31voIGNI Ieoul—A WAS lagwnl puell pateume ISl pwalua0 0813 )°algal ay]lad a6e]sal le uapupAO E)0 6upsal lq Demo aq]sow slapup/o IeuOrypp iaqujn aq of lift 11VH On1S 40 H3BVMN S31V31ONI S S l AluO 313aON00+o1 ELLZ-aS3 OOI-.OH N31LL.NOSdWIS a ale amDvyAo u!B Aq b)I emgplAo u!ZL Aq 9 aouala)a anoge pale3!pul WOniq 0)0 Japwnu ayl 0In03HOS >510f Ie ju,od u°I 11ON dI 4wvawno3 AN OO 011D3NNO3 9VbO S31VOICINI DNIDHOdN13H 3H101 a3AIJ) 8100 pooh qaM PIIOS fMMS lwod mol dl snoruls-3 1N0o :podaJ aS3 001 luauro 6gpuodsaum U:us swap+0O7e u AaNOSYW JO 313a0 sluawaJ!nbw 416ua11s Aep-BZ 3dA1 ONI3HOdN13H S3IVJIONI IelnpnllS 13nH15 le°luaA 6.16u01 All uonOnl7s°°3 1SNOO -NOO 61 a6woy3ue 101 p¢nwdde•wd s!Joy3ue adsl Moos buungtIll all OHONY 04 8 E Iaa7 Iis Ieluozuo 6a buo Hll uolloauuoo NNOO 6w1OauJ Suaua7adc JP;Da7¢at Bu!aq In041u1 papttrnlP OO Aew Japu!IAO aAlasal aVl'Nenum aW W I V130 SNO1133NNOJ 31V1d HV3H5 S H l I AIPO 313aON00 Jq BLBZ-8S3 001-.LDS+On15-H3MOd.Sa3MOd P DO4pu3 aW Aq Z In li ¢sa!un asap BS p Il'+Ho.p aaI IM ayl se asp Jq 2Ard¢o u JaPOqu{ N01133NN03 lauau is dd11S peol anal Il alenuoo 3NO3 H3A3II1NV3 S3IVOIONI � 319n00 3Hl Ol a3d3H1 N01133NN03 OI plepuelS O1S IOoj leawl jl uwnl°3 lOo AWO 313aON00 Jq LEOE aS3 OOI-.Z 1108-0NOa1S.NOSdWIS III PI04 Due'sAep SZ le sJapuyAO L is a]'sAep L Ie+aP+JI;AO 1 Jsq a6e lea)AaP•BZ J01 sJepuly(7 b emo mu•Wn8 muu•d WppnB ot0Zqu90 HV3HS 31anoa S31VJION! Pa1a66elSpe66el SOV1S L°o j alenbS lad sdlX JSX Ilun -molaq uM04s ue41 slemalw aleulalle In sW6uouls wwouoo uretgo al Pw!nbw aq Aew sold NOLLd180S30 31V0 NaVW S sd1 AluoseW alwouo nWO aN0313aONOo Jq LL6L-aS3 OOI-.Zl llf3g NIMM.IlIIH -e -was euo!I s Los IoV LI 1 P NONJ3NNO3 (IIV13O IVDldAL 01 H3d3H) IaalS s wen lS 15S X A 3 I.PPV'Z'E'9{lnrpa Im aOuep+m3e u Sisal lOn uoO Due sgdwes uie1g0:60d3)<l ;Q3I1SS1 3WVBd 1N3WOW 531VJIONI H1ON3131Vld ALIf1NI1NO3 O looj a1en0S iS loualul 1NI 6u.!I�°3 9l3 lJotlw aS3 OOI luaunP 6u!puodsautn W!m aOuepJoxe ul ABNOSVW l0 313a0N00 07 a6e I�wP°1S aS aoej eplsul dl 1ea13 a13 -1o43ue Jo;panwdde-wd we sloyoueadA1 uO!suedx3 Buwoll0l a41' NV N Yd a Z NVl V (31nC13HOS alenbS OS uogenal31Janu! 31 umienauad •uoganp Am Jo asp JBtpo Auc+ol uolss!uuad uallum NWn10331380NOO ONI3803N!3H 11VM nW301b3d3H) Ol u.!IOy°adS o3dS 1alaweiO aP!su1 OI tulop alaldwoO dM 313aON000196eloyoueuo)EBSZ-aS330I-.000L3d,Sa3MOd -o ej 1SV33bd S3IVOIONI a o Iuio wluo a6e11uuyse 01 s,IoagymV u!mio-Aluo IO¢fad siyl uo am loj'E 109WAS ONI3HOHNI3H IIVM nW3 apelg uo gel5 O05 P 7 f 3 I313a0N00 q a6woyoue Jq BOSZ aS3 001-.dX-J3S.NOSdW15 q palOOdze JO JInq am.IOe140o PUB 06 x qs ao Pue rots y s aftoVs luw)o p lv t Ila+x L%Old 3-01 •alwag!cumssp)wdlo fuslonnA(s,I.1,4.Va41'C SNOI1VA313 11VM 31383N031SV33Hd ewelj 6ulplmg leuonewalul JHI to uononnsuO3 f3 paYwP aq LOU lnq'apr:!Ou!Ile4s pue aBcllupys auJeq!eJnl7Ms papaOxa Jol oOueaatq alenGaPa eOuad qsa 'O°I'NVIYIMA0910o 4AuAJoO{ NWn103313a0N03531V010N1 O !dn-llll Ol H3d3b1838WONl3NVd © luawOW leiOadS jWg (uoyoeS leln1on11S m°II°H) Sl=SSH aoeld u!lseo dl3 Islalaure!p Jeq OZ of{enba Jo uey,ssa!Wdap tuawpaq s!6u!mc+p s!yl IIVM Oj 83 O31H38iNn/dn-llll JRI�°JlS WIS m!od 46�H dH weag palepwseO gO -wa yllm 313aONOO q a6woy0ue Jq LSLC-aS3 001-.13S3dVS OOZ AH-11H.111!H a -4su!1 1e4a10w JgJalu!Dye 6upuod aleNp1003 says JotOa+1uo34ns pup JoOd Pule l anuli 10 6WssaAs Due Bull lea e H ZI80H )unume?d!eq/w+sub liuIJ46 Ol anv4u03 Ipm ege!s a;aswoa PauOtcwl-isod pvv IeualuanL:o tMN18H 4 yS 9H1HS luozuo 1aguleo 0 (OL)Maul leuwou JOUNM 041 soul L uaW M1 IOU JO'sbuu+elp ua n , 9 SOn15 O3lONnB 531VJIONI • 3l9NVIH1 NOISIA3a `�l al°pa4OS O3HOS umopPIDH OH aulpalu.o 1D uMo4s sa aQ Ilea¢sal6uol rumpagwa JO43ue u!-Pall VOdQI aS3 001 WPuro buIPL—uoo uOaOas SN01133dSNl Wa S1S31 a)I Jad aq!lays UOIIW-,h ta)oadS (aS3)OodOH a"NDS uogenMxa paoelg 1a5unH 89H ua Eie NML8 unM awepJo»b a Pun QM03lldde se'3131HON00 0)05WOtpw_IN Pasn aq Bvus Due u&uP -001 apeogdo¢oW WIM aOuepmox I7p1¢u!PG OOdsu!Due PGUVMu!aq evils VO43uY saAlsagPY+otpuv OwuaouoO ploods 9oS Ad-waH dH 6uueag 9H9 a41 u1 Pasn ua0q ane4 sw=Ac BuuoyOus adM-"isawy bulmo!Io)a41- a V H L palelsu!-Isod apeolldde Jol uO1134s S80HONY 03I1V1SNI 1SOd aW aoua�aa sbu-vP uo WINO I (31n03HDS IIVM HV3HS 6wuiels 13H lapeaH HOH awelj PaOelg 1SOd OOOMS3IVOIONI ® bMZ w & 6uns!sa 6ul On s6ulmeJ uo a eol a se a lolls uaw a wa cue lalawe se aq Pe4s ltnwpagwa Dve laWwe!p'adA1'uogpq+oy7vY- 1 a 8 Y SNhl 01 H3d3H1 IOgWAS IIVM 8V3HS pwinbaH O03H P1e°B IIeM 9 9MO H IN B d8H9 P P 1 P. q ll 4 1 P g 6-olula8 JNI3H 1agwLL pa7eulwel a-ID 19 aleld-9 d9 -10 adA1 Jog3uy uogOOS SN011O3dSNI We SLS31 bW Jad ag hys a uarOOdsul IIPOadS sloawe P•IfeJsu' swat!pappagwa Ja410 alnwpM=pug soulme+p Ien47apa7Je pUe 6uqulrgd �A v NWnl03 3dld 1331S I11V130 N011O3NN03 aoU_;-bpa)aH j3H Ieow0@1l 9 H391039 pun muoseW�Oug nWg -trod{o uoranelsul 6uunp pa6ewep aq pe4s smg lwlmquaJ oN ;"L:pUltu!Y1aU,;Mnuew pue Hs3-oo1 'IMLIGIO 'leowell-W 01 Jalw Mus JOIeAuOO MOnOw 6030A 0)0)4q"wall pappagwa!eJnt00gs•u0u d/v 1 t UO1bUI1J V HO NWnloo(SSH)NOliD3S o Ol b3J3H)IOBWAS N01133NN03 © u!wO loob OH Pazwe^IeO AIV9 6o,XOole OX19 01 aOuaplwoe pule u pal ag Ifegs sJogwV 'jW:4x POAwdde-Wd a W 11 LOU JO Ja41OgM 10 ssgtne6ol pun iw=nlls Jaylo pue SJWwe IeualMy lull U"UBOxa 02old ul apnos We uagsOd l5 3 N anuany y;LL YOZOZ IVHOlO MOIIOH S31V31ON1 llVM313HONO31SVO3Hd/dn-llll -peg g a6eO VD Bulpl ng OOI9 tenmdde Jol a3S 01 pOdw aS3 001 Dun a=s,)wnjAnuOw luaual pLugnS 'yt6yans pannboi aW ep"o,vo NWnl00(SD 1331S 39n1 13ln03H3S dV3 31Id paleall wnssald ld J.aoej /j )O wopog /8 u6uaas allieVeAn PW a/bpgVA of ABisooau son!eA u61sOP luena!aJ sapinwd Lev uodoN"AIDS uogen!eA3 s6u!melp sill uo palou ApeO a0 NWnl031SSH1 N011335 O dl pauOisual-lsod 1-d 6unoo4 Old wopog 10910 9 -ool,uaJmO 0 OAv4 news Pun a3S a4l Aq panoudde aq Onus suoge3q pue saddl wDQ ue Pq!vls0tasod ld O183d3H)106AAS dvo 911d aIgg ds s¢a!un paFnlWJ IOU s!a3elms sill Buua46nw ro 1no:6 lUatpa7 puOpJod luepJam aaeyrtc'aAtsa4Pe f IVafllonWSMOIIOH S31V31ONI lagwnl OlMld Pao1o)u!aH sse161aq!j dHd lelnloal!4wV H3HV 11Y a3S Ad PO"O Jo spelaD silt a uwuys ApeO111Oads aWym A!uo!Inlsul OHONY 0 Vl Nhl Od a!geidadOe ue p Dell 6u)uuq 0I JouO wnugtyw s>taaM OMl a3S aV7 Aq IeAwdde Due uAalAeJ Jo}eEZ{'S uar SJUE)WISanu 1 PMIS Ialleled lSd to°Id 8lj alewally 11v •OaS lOC IOY led suoyeod,aleu)aab itwgpS soL uU jp UP,,,ru1su03 04,uO W paPelop pug DaleOq aq lads Inn -H 301M S31VOIONI I (31n03H3S DNIlOOd OV38dS O-Zj yO°1 4s!u13 Nlj anlsa4pv HOV - U O��'11 h� a 01 83d3H)IOBWAS ONIlOOd alenb Ja spun° Sd uonepuno3 NOI eu°OIPPV I00V samlOn S A uoseW lo;sluawal!nbaa apo0 6u!q!nB.LI-Z04SV4LLLS 30SV1l l•OES IOV (b stwd ua 7 utew0 9 ZE S We l tZ S S tL'Z Td g1OOS LOf IOV O w guoJ 1N1 l al N U S d d „fauaserg.LZ JoIda40 08I (E lo03 u,.O JO°I3 Oj ll°8loysuv 9V OO7 NOUIH3S30 XHVW NOI1dIH3S30 xHVW wenbS lad spunod isd JPuaIx3 1X3 a16uV l •alaJOuoo!r�rtpngS Jq sluawwmbaa apoo 6u!q!n8,ll•SL£IOV (Z 1 4 Plo W I SEE lot,M uuquO3 ee4s fiviII OO JaWe6M a ,a,aJOuoO.6l 1a1dey0 091 (L -L"90E IOV°1 vuo uoa PO4s 6wlanuoO 1a learn O Wv :q-oiuoo. aV HV lop'uoq!ppe u! S uopas Los IoY of uuquoo ONIan NY Nil al N NI d NI VIA 4N3031 ONIM` E10 SN0I1b'IMU138bf AMNOSVW ONV 313a0N00 O1NI S2lOH0NV 0311V1SNI'1Sod E'buop3as LOE IOYq wlo;uoD:Aa nII30 ONY SANIXIVI MIUMM LL �a�d sI1Yl3o%NowHI o00M wonnnuiS Z r5 O J SL'0 oq peas S"d Pu ugL7iS u!paz u0 p s LOS ldaoxa Z'EZ uo, 1 q uu 88 9 VITUS WWR Ienowaa„'sauoswaOy uuoj Pun 1!JwwJloj,Z I+gpaS LOE IOV o]uuo;u0o.sJNla HS a N!1 MWa j SIPv'130 ONIMIl DOOM 1Yan13nals I bs Goal 43ea=j3 -3 OO.ZL @ b# j3 OO„ZL a b# sluaw :N0UV3h11JN3O1103fO'Id SlAil3O 11VM VV3HS ODOM Weru3nals 0'15 SlIV130 NOLLVONnO3 IVwnlOnwlS 1'ES a0e)roes=o j3 00.9E 9b# j3 00.9E b# „Ol juwaip sseq n 00 Aun'O ley)sluaww!nbaansigg 0 x!Vq)o alli l dal u!palsy Z' s cqW *OLICamsodxa SWAG NOLLVONnoe i"fuXHiS OES Ilem u!Ja]uaO oO.ZL�S# 00 dL�S# .8 luwau!p ssa!un Oo Due'Od'OS'Od aq q Pawrtsse Jp Ileys sasse{O smsodxO L'Z'b ualOOS�BLE IOV(8) NVId 9NIWW4 400H 1WnlOnalS 9QI8 ALII4nWW00 C:95 Ilem ul Jaluso Oo„i. b# OO.ZL 0 b# .9 lMdo s, IMAuoo ayl in I.Oq molaq swnle+aaw it lua!q NVId JWM HV3Hs 4O1"ILs W014 ON?tVan iln81s 901E AlINnWll VL as uolle0o1 wee IVOIla3A -813 IVINOZI80H ssaw{3!41 IIeM -we Ie p20e!d alw3uoo u!pasn aq Aew wnlx!wPa 6uW-NN de apuo!yruoN:J018ja!aOOe OPWOW-u°N W Mjd 9N1WW4 w0014 ONZ taanioril 9019 AVNnW1VOO Z4tS l C b uo!]OaS BLE 10V of uuquo0 aualuo3 apu°I4o(9) !A1W IIVM HV3HS 9 OMS MOLLVONn04 IVaf110MOS 9018 AlOynW W00 I'4ZS 9N101:104Nl3a IIVM 313a0N00 Wf1WINIW i°318V1 NrW ONp Mj4 00H WilnlOnea 3130OW t•'3Z5 Mild IIVM UV314S I Ol11S 110014 oHC1VINIM81S 3190064 YEWS uopeoi1ge11eq 'luawaoe!d)o luiod le paulwlalap aq pays dwnlS ZZZ4uoipaS LOE IOV o)uuquo3:dwnlS S 3 -w o1 NYk10NIWYW w0014 OK Wvrt nH15 3130on E3L5 loud a3S 411m spew o luawacuo)uID)wnullu!w twyu_pals="UOO 'ivawaOJglxeJ umunuw 6a - 0 ) EEO W15V of w10;uo0 pays sale6w66V(b) NVId 11VM Will 9 CIMS H0014 ONZ 1WnLOnH15 313oOW VL'3ZS -M°II°1 ayl aney hays spew alanuo0-sueld aW uo palou swiun:1 W OjN{ N d SdVdV1S AIOLLb ZLI SIJJ3iI NYId ONW W 4 HOO14 ONZ IVwnlonKS 3IMOM t3 7uawaOs{d{o iu lod le paJneoauJ aq Ile4z Iua ua3 qV'kY.L b sI aalgej a l N(YldT1YM HV31159 onls/Nouvowo4 hMn10nw153 I300W 13L5 saq pap On]sad luagagiou Ile4s slag s1b-0 1suA1 IOU o0 6u!leallOJd annbw slap JaWO-awy]vy aW qoO)uaq pia}Jiq Am Se 46noJy; 'a3S aW Aq pw!nbw 1M s!uaAJ6 lua7uoo ne'WIOu Wu sl nV13 5ulmeW Pug 6u my it 'algal sal __ _ Wqd 9NIWW1 ADOW TWnLOnH1S01300W b'OZ5 C#saz!s Jeg•OwUnpu6lwls Jo 6ulpua8 PIa!j.. 8'Z'C-C uop-S LOE IOV o1 w1o)uoC) I N 8 ui palou we seep aJrlsOdxa Joy sp+epuJtls wnwuW l'b b urn;oOS BlE IOV vl wJoluoO IualuoO J!V(C) .;Z. ; swsain�nore•.+wOm.+wnNa r�aw�i® Nv-W IIVM HYBHS 9 onJS a00140n 1Vaf113nW5 G IMOW VE'OZS ova nionldisL�Into Nil ONP'lV001408E 1WnL0nHL5 o 1300W COLS "H3SeWAg PaJaJddauagmpasnaq AOw¢vpg3auu0OIe uetpaW-anpouOsaW 'LZ'C ww veeul6ua-pp amm 3aSe3M NYtd IIVM aY3Hs ROrt1S HO014 ON21VHnlOnH1S 0l3OOW VL"QZS Jano mWOo pegs slaa s en !pu uo WIaO!Pu!sao!IdS -saO!Ids iuou=ojoaJ pp•d4 mi einpa4Os WBual uo!pa5 gLE IOV ul palsy splepuels W1SV luenalw ay]of 3e pueA peas s!aJelsw snog4uawa3 O 4 I MA "Oue,dao0e pueJRMA011q a3S aw of clap Bull POaI-zee Isdzl:XYd•dosl-zee lsozl 3N08d NVId 9N1WV84 H0013 ONZ lVanlO(tHls O 130DYi tOLS luawdo!aADQ Pun aoldS del I"dA.L,m alas saa!IdS.'LZ'C'E u01paS'LOS IOV of WJOlt+ao' 1 -I.Wdns 6u!pi uo luafiuquoO s!lualuo luGwaP Jame!lP OOueW&*W"t'Z2'v atq•1{OC IoV LOL86 N0iE)NIHSVM`3`I11V35 NVW 1NMHY3HS 9O(U n4OLLVONn041Van1JntllS 0'-00W 1'OLS ., of uuoluo0 pars]ua,uoP sleuGlew-snogpuawa3 wrxuw!w'SAq s1wi Mail pasn PuePG`um JPj 'q ,L' -slaved dn-111 u!sJeq Joualx3 'a3S Aq J+s1M+•410 6aAwdde Pue paMau 0001.311ns-is1HVM31S9is NYId9NIVWaA:jOOW wunonwisDi3ooiN v-OZS s0anu!wee 0 -w ssaWn lualum snoy0twwa3 lei°l l°%SZ aq 0ai!R use All m lunowe wnwlxeW-L->b Pula NVId TVM M"S 9 aAlS Ho014 oVe IYIIn1OnuiS o 13001V VMS „� sge!s u!weg NVId ONIWVBd HOOIj 014E 1Wnjan81S 0 MOW E'0Zs J.. Pun suwn oo ul sal L'E a w+o11OaS BLE loV Jp uuoluo3 Ileys sale 10'auuy e3pls'suepuod JaylO'ilea Ay W Osn all e .S-L'""'"'"'' " a111eaQ P I sleuaLOW snoyquawa0(Z) Nv1d IIVM HV3Ns I OniS H001d ONZ IVHnnn81S 0 moll VZ7LS s6umwp ay)u!asimJa o alou ssa un sluawannhaJ JaAdo 6u!mollq ill Jo YUW of Pasodxa alapuDo IDGI� L _ E. ......................pJeatsurbaL�oNa+wwJ uP� NVId ONIWY84 HOOIU ONLIVHII1JftH15 01300W L'OZS W p ! a glueo4uo0:$ j�ON-ZPS E b u°!pa5 PLC IOV u!uan!6 sluaww!AA:IleH e/np NVk Tmm aY3Ns 9 Onls 1N011VONlIO41Wn10nwiS 013OOV4 t'OZ5 pue s,uaww!nb0a Lqo, jejIVq)l algal ay]a aq II WBwMs le ajew soo we sgtB+wnwlxeW'sleual �1nIV,t�Insnloo NY1d 9N)W Wd 400w 1Vanlonals B 130oW b'BZS YLL IOV of uuoluoo pegs saouelalol 6upeld.luawaOeld.,ZC'E uOg3aS'LOE IOV W uuqu03 0N!OVId -ew sno!1!luawa3 Jo,u6rav,!el°1 sill uo paseq aq IIWg saOaJ lepalew sno!lguawaO-+slew:oyes ,in giclal Nil 11VM t.Hs 4 Onl5 H0014 our 1VwnlOnwls 81300W VE WS VD)ON a �svO x!W NV1d9N!Vrv84 H00190HE ivWnlanwS 81300W E"8LS 7O'pMo4inejula,O94M-p BWLVW1SYan popla aq IOU SMV', W1aM.ZZ'Z'E NV1dI1MA HV3HS 9 Onls HOOId ONZ 1Wn1onH1S 81300Yt vz 99S u ROaS'LOE IoV of WaluOO'pazuoylne uayq ugezl.Wne ssalun papaw aq l0u!!eye s+WB- NI 3 wok-lmlP Yalimmill +WO M•1,\AW+rls nln atlt NV1d ONIWVH4 HOOI4 ONZ 1Wn10na1S 9130OW Z'8ZS 5QJn3;!enueW 6uplela0 IOV,, IOV Pue.uogeOugej,�ZZE uopOaS'LOC IOV OI uuopJao:. 188V3 %S S4O .L 9Z 000E SslleM walS Joualz3 u.•w...t4nn:uu rrxc¢sxlxraW Jalt'9GSa1 a•J NVId INMHY3HS9 GIUS yid9NIO11VONno41Wn10nillStus 81300NL t'BZS _ _ NMdONIWW44001l1tlHf1L'7f1a1SVI300W uVts OOLV WlWV "weB Wuugasl PGp nIS .L BZ 000E sgmo NVIIJ IIVM HY3H5 R Onis 800Ij OHE IVanionuis V 1300W VC bbOLVW1SV•"'- •............................ soa Pa'S Paieavue 1!Oe!q'Ja!nnOy JO a6e6gL'"'"�"��"��'�"' JIM 1 - - SO .L BZ 000E apeJO uo sge!S 1Opalul ., WId 9NIVl HOOIj OHC 1VHn1onajs V 1300W E VZS ,spoddnS JCS,C Jalde4o 60'dsW!Sao-............_................... .......''Mdr1S in NVId IIVM HV3HS d On1S 80o1d ONZ IVHnionH1S V 1300W VZVZS ougej a+M paPIOM Pbwml•O LBW LV1SV.......................... soul _ ,L BZ OOOE NVId 9NIWVH4 HOOld ONZ 1YHn1onH1S V 13OOW ZVZS SBLV WISV,* - -- -qej wM paplaM gloows ' loo3 sleq poupgap'09 apois):90LV W1SV......_..._.._.............."wee 6u!wo)u!aa algegoM OIle8 Nuld llVM aV3N590nls MOI1VONf104.1V'wn17f1ais VI300W L'VZS (ONn oN3931R5NOI1VL,133i88Y'S310N1VH3N3OIY1ln10nIL1S Z'ls sleq pauugaP'09 ape+0'SL9V WISV."."........".."............._...._..........wag 6un»ImaH !eO!ds1B°l L) lual O/M sse!o a,e6w66y (seep) Usd)O1 uoge3ol/adAl S310N WH3N391Wn10nH1S L-LS saloN -uop J!V xeW wnsodx3 wnwlxeW a6y lsal 416uw1S JagwaW O 3l111133HS a38Wf1N133HS slioddnsluaweaviu JpueIuawa7lo)wa1)o;uoulpi ldJqsuoyeOo!Puesuolsuaw!puogMXMWill ' s6u!melp 6upeld llwgnS,sbu!melp Pue elep'sleWv1Mn„L'L'E uoy3aS LOS IoV q uuquoo: 1VLlIWB S.LN3W alnO3H NEIIS30 XIW 40 31OV1 1Sn 133HS-ivHnlonalS I f ° ! 1 r l 1 I I ! T .�� 70 L�OZ/9/6 l m O Mdld-l-lVM HV3HS 'S anis:'NOIldONn0.3 iv8nionHiS V I300W uoilanilsuoo =g m ao�panssi NdOMd0V3dtl 8 3 cn 31VN91S30 S3NIl(13N3XUVU 213SYIf1NOIdIMVNO m Cl) Wo ISd . :310N a � NV-id ��/M 2i1d3HS 101 31 '8 af11S/N0liVGNno=i Q m z ZO1� 31 tl �`d�If11�f12�1S 2 o V 1740W S d 1l CO 13A� 31 O :3ZLI.L ONL7V-d( n HOOH �� O alrneS uwlQN 55v1JY0H0f z :AS O.1Y"?3H.3 CD snpH 4uuU •lf3OVNV{\JJ3fOMd '--I cuo�gS NeVt{Y :MOIJ3Lilfl L7dfONd 37 AS U3AO14d C 5300.1109t "19fn\� "1N 1J1f08d O Z I I I I 1IV130331ldS 31V1d 1V31dA1 0tSIZ Ld 17v/ �d F I \/ BlIOH IONS . elu�u9nS twuud OwPrnB 9tOZA{A90 11V1301H30V3H19NIN3d01lvM OnlS IVOIdAl L'b5/b SnOH NW1dIMDS3U 31v0 NHtlW NOI1MA3l3 llVM HV3HS l'dJIdA1 O'9S/b f BnOH &nOH I BnUH tOH351 LQ �I :H3d SllV13O IVO1dA1•ZL �1- .--- _ V5 it vSH , w-___ ----- -- aJ Le, '9�A- —' ' x nO38 vinawtf ---------------- ----^--' I B�nOH ----- ; , --------+OH- — - S310N lVH3N39ltlHn10nH15 H3d S31b'ld 031V3H13Hf1SS3Hd 31vH08 WnI00S 1V 03HI � _- •nonanpnidm,o osn iagio Aunij uo!ssnmad uonum lON 3tivS1108 UGH%*V 03ANVAlV903"eLOH'S31Vld 11IS 031V3H1-3HnSS3Hd 1V S1lO8 NOOONV n ----- _ H ' - 7^8 s,loaggmv ulug0-Aluo iaafoid s!q!uo am juj.E 03ZINVAIVO 03dd10.1OH 30VAM'0 MS tl3d 1N3rr038W3 WNWINIW.L VIO.&53901 S1108 HOFANP'11 a �__ ..—n lnuo!ssatuidlo mmnrml s,umq.vau-Z snow I i , , Sf101{ 1 , tIt10HW ' i �� 'aul'NvvM- A0910Z IVAuAdoO'I '0'bS/E ONVI ES/ZL'L-ES/8 H3d N0UVA313 NMO0-010H WDldAL•Ol ! I ' ' ' ' ' 91fRTiA :si Sulmnry siyl ! i ! 1 1 1 -0"bS/631n(33HOS NMOO-OIOH H3d 3d)d NMOO-OIOH S3IVOIONI�.�¢L f •6 1 1 rinOHID 8 1X31V d)L j ' _J ! ' ' 6110H 1 --------------- I WIOH i i : ! '0'9S/b H3d NOUVA313 llVM HV3HS 1V31dAL•9 ,Z."..9&.L I -- 610H ! -ONn9M 3d)lLIIVMHV3HS3801S11VMHOIH31X311V'L ' I I I i 616H ' ' 11 VM`uo}BugJy 1 I ----- - ---- _ etoH 3nJ anuany 43LL �OZOZ 045/931n03HO5llVM 8V3H5 83d S1N3W3HI003H 9NnIVN ONV 11tlM HM3H5'9 � L 1IIIWW' r, _ 'NOI1VONnOd 3Hl O15nonNI1NO0 39 Ol SOf11S 0310Nn8'�:SnHl 1,\JJpl ' i Till". ' JII ! ' ' ' ' ��TI ' ! - Ld U310N3811VHSSOf11S0314OHnSIOU38WnN3H1'03H1nO383HVSOn1S0310Nn9IZ)NVH13HOW 1X31v dAl'119NO1 j 1 ! ZY1(MI ZnOH ' 1`s�uaU.l�sanu� 3H3HM ONn'Wf1WINIW SorUS a3'IOHrHl fD A8031HOddnS 38llVHS Nb'ld'JNMnMd NO NNIOHS SI'iV38'S 900/Mold ONO I 1 L , i LJ_ I " i t I 1NI1tldA1'L9NOl .I a/Y\ 'NOI1VONnojDH101SnonNI1N003801SH3WWIH1'(Z}+:SnHl L _--_—�-�_J �_; ; 0'Z! , /Mal U0 bul J O310N38llvHSSOn1SH3Y0 WLJO838WnN3H1'03WnCaUSid3WWWlitt NVHi3HOVY3H3HM'oNn , idfZ,dO.ZI 0NOO L_----t_r , f ti- ___-_- i 1 1 1 1NOO d0.Z lxMg.l 0-Zd1 \' 'WnININIW(in 9HOI Ill ONV U3WVVW1IL)A8 031HOddnS 38 lWHS NVId DMWYM NO NMOHS SH3M3H'b ' Old -4H'+ dAl I Z180H 9k IZI Rlw i 1 O 'S31ON OO.vq@90/M I,VM I ___� IVH3N301v8n10nH1S H3d S1N3W3HIn03H On1S 11vM lvHn10nH1S-NON'ONIHV39-NON HOIU31NI 11V'E W31SON00AAS I O'Ej �J J ! 1 � i iNl lM dAl ,Oi , 31 � � •• i LL �aHd S0N lVH 9 l 3N3tlHn13nH1S H3d 30VH9 H38Wn1•Z VY9UHIS 1'fS i ' ' ' 1 S31ON NVId H3d I r J -Z LS(INV 1'LS H3d ON3931 OM/SNO11V1A3H98V'VIH311H3 NOISM'S31ON lVH3N39 lvHnl0n8jS•L o I rltlGfti! i I ' I 0H1.3 OO.SI®4#/M ! ! 30MI9 NO 9Vl5 ONOO.4 j , WI :N0j.LVDj--Hj 9Gl103fO'Id N N d NV Nb i I -------------- - ' _' 1-1-,--------------------� r a 1 ' �- -- J- - — � 1x31vau l•f5 r{nolll 1 1 i tnoH , j , ' rfnoN¢I rLfwlRtt ! $1IV13O NOI1VONnOd 1vdn13nH1S I'ES p I I ' ' j S-I V13O NOI1VONnOd lvHlf13nH15 0'ES r0, I -z I- , r----- - 1 ! Lam :H3d SlIVJ30l'�JIdA1'ZL , ' _ pV 'S310N lV83N30 Lf{ON vs 1=1 I , rtfgWo wun13nH1S H3d S1N3W3HInO38 N'JIS30 318VOnddtl-ONn*03N9IS3O-H3OGls 38 7VHS SHIVIS 1331S'i 1 :SdwV.LS MOLLVUSI032I 1331IHOHV H3d SllVM1N3W3SV9(INV W31S 913HDNO07V dOOHd 3Hn1S10W'OL r, ®J L '031V3H1 Lmd L v5"ld VS'ld w ee s> an � �-+e rvawma8 -3HnSS38d 3811VHS 30VH903HSINH d0.8 NIHIIM 8O'H3H1V3M'313HON000103SOdX3 OOOM llV'6 wa nianats/ In10 lt'OEZO-tOUOl H3d30VH9HSINIH3AOSV.9d0WnWINIWVNOILVA3l3llVM/1NIVINWn*S'IWM v ww 1...l6ua�up mmm:31JS93M 9NINIVI3H 1F19L3H 1MI1Hvd 11V NO SNOUVA313 ll9'M MOM)3EIJDNO�30 dOL"L13A Ol U0i3MNOO'8 9 y 009 L-ZEE(909):XVJ+D06I-ZEE(90Z):3NOHd ON N019NIHSVM'3111tl3S -0-ES/9 ONV'Nvld H3d INIOrlOUNOOS3IM'OIONI r3'L 000E 3.LIf1S•1S 1HVM31S HLH 05 B U I rS U B 'S310N lVH3N39lvHn1.On81S 3H1N10310N — SV IHOd3H H331039 H3d SLN3W9HInO38 H3M100NV'SNIVHO 9NIIOOd-niAl aM:)nH15'NOI1VHr43tld ID(J= 30VH9'afK llld IVHNOnU15HWONv 1I0S 3L'!41tlN 1N3J3dW03N0 HV39019SY13 ONVO0J(H Odll3/1 'ONn'.0-,0=SNOO-VA313 9NI100d(HOIH31X3/1 HOIH31X3 HO dO11VO1dAl'ONn'.Z-.L-=NOI1VA313 EM000d(801831N1/1)HOIH3INI d0 dO1lV01d)L•9 :lNV,L'ln$No-1 I '1HOd3H HZ)31039 H3d Mid HVlnNV89 9NINIVHO-33Hd 301AOWd'S33VdS HOIH3INI lV MS M0138 H31HHV9 20dVA11W OL 30[AOSd'SE)NIMVUO 1V8fll03VH3MV ONV 1W1301 H3438 NOUVA313 SVJivn1OV HOd'Au003WnSSV NOUVA313(WWII GVlS dOd01 b MI 09#(£) .O-.L .0•.£ o-,£ OEd es9z-IVze6vm'utian3 a 59NIMVHO1vHn1331IH3HV H3d SN011V3Ol ONV 58HnO31383N0) AA]89#U .0-.L .9-,Z .9'.Z 9•Z3 i.uvoumyip.nmm'zozs•u=_z•szr�J tslcssz'szuaei S�JNIMVH07VHn103UN7dV 8?d511'o'HOWt190NV S11VJ30 SN1S'SS<]NIMV130 H317tNIUd^>011V1RJIHlJ313 M3 99#(£) •0,J .0-.Z .0 uzzi '.Z ''JNfOVinid-10INVI.13M 93d S3dtd ONV SMIC'' nO TV 17VAN ONV SH3'OLNIMS'9NISWIIld'SU31003 'Sd3Z33dd'SVds Vx)odl HOd SIM)OO19 tsW-o ONV SNN ea!sl1VM N0t1vONn03 Ni somN3d0 U000'7IV M3 99#M .9-A t .9-�l �9-�l V9 Ld 313H0NOO 9NWnOd 01 HOIUd SW3N10 H11M ONVr10110?3H1 AMA OW 3IMl INHS H0IJVU1No0'E M399#M .0-3 .9-.l .9-1L 9'L3 r 'S9NIMMH01VHn13311H3HV 3H1 H11M SNOI1MA313(INV SNOISN3WI011V)dIH3A Z S1N3WW00 `JNI0H03NGH H-Ld30 H101M HiON31 3dA1 'Z'IS ONV L'LS H3d ON3031 ONV SNOIIVIA3H99V'VIH311H3 N91S30'S310N lVH3N39 w8n13nH1S'L 3ZIS 1 N NV N - N 3lna3HOS EM11003 UV3HdS Cl s 1 Z I � - L WZ/9/6 N .o-,t=.8/L:31VOS Z•Tv T�� a4 O uol}onjjsu0� NVIdd JNIWtJtiJ 1i00'1� aNZ ldtif11of1alS b'l3aOW m aolII panss�l/ 8 VIMV � Y o IsV 31VNOIS30 S3NIl0 3N3 NVO ZIdE6�IfIN ONIMd�IQ - m� :31ON -ate Z w� NV-1d 3$ ONIWV2JJ �:1001zl R_Z :o—,► aNZ iv2if1io its V 17QOVV 3m O 9�13131 I 0 3ILI10-;77 2IQ n doo� O .m.9uauW1 =NIY1dYJ tlOf Z "A93xm" (n snow mop113aVNYly 1J3fONd suae.:S laar+iv 6LUJ3MKI L}lroad 77 : 03A06adV sic" N3vnN L 9L1 C arOlid 1!U'wq^$IM11L+Od 0.'pl'^9 9lOL10150 N011d160S30 31Vtl A11- I 03I1SSI - non�npmdvm sm�ayl.d..+}uo,Osnmd atlNt« �vv; s,LatnluV,nagO-dry.vafmdslyLwefn mj-: 8 •a�waS lwmss@1-'-['N 3)(AO 11aa110-Ad-1'Z '�ul'NY{C3xA091 UC Iy5udd.0'I :sl 5uwu+P s!41 i ii it 1 H kH3Q019 I-, JO..Lt001•Z fA r� 1 r i'J0..2Lp01xL ID ---- � I 4/l 6xLISd � � VM`uoI6uIIJV 3N anuany yjLL 60ZOZ 1d �•I Ls}u9WjS9AUl I 1 0 . 1X31V dAi 0 ONn IL'S L �R too LL �faed L OO..zua WZ 1 , 1NI1V dAl + — �NOI.Ltl0I3I-IN3Qi-L331'OTId Lt5 SlIV13O ONIWVHH OOOM IVHnionuiS Z'bS �jl - -T SlIV130 ONIWVHd DOOM IVHf110nH1S L'b5 1 �II +it 31n3H0S 0N315Vd dVH1S lV1NOZIHOH ILOBl01 XXSM :H3d SlIV13G 1V3Id.LL'EL B !!! 'MO139 HOOId NO NVId IIVM 8V3H5 ONV On1S 83d M0138 S1N3W38InMH 9SV80NV dV01SOdONV'3ZIS 1SOd'NM00-OIOH'IIVM HV3HS'OfUS ONIHV39'ZL I '00.8L®1SIO I J J - L l l-.6=OH1H5/1 3H3dV1 d0.b/L L /l L '301S 3NO NO.bZ NVHl H31V3HO SONIN3dO d00H ONV HOOIH IIV ONnOHV S1SIOr 319n00 301AOHd'L L .f3/S310N NVId H3d `JH1HS.4/E 1 I :Sdvivls mouvN.LSI'J32I 'ONn WnWINIW ISI.Z11 L 39 01 S1SIOr WIH IIV'01 I 'IMU1110311 38/.VW S1SIOr IVNOII(GCW)IICM WV3MS H3AO LSIOf IL)NOIIV'JNNNVHj 011i MNl'd SISVM11Htl3HS reuney srhwiro�ioesw�omwaNe ud'+�® lV'S7MM DNIHV38(INV SIIVMVV3HS1M H3ONn S1SIOf371MOO 80 ONN301901IOS LHO13H IVN_30M06d6 IM IV d41 wa niantats i :3/DLO Olx9 .7s+aew w ,6ua-ap'mmm:311S63M 531Md d013191100 NO 6Y391VH!SMlV38 HSI1li i0 301S H7Y3 dn]9C:30U06d'MO139 HOOl3 �,/ 9 �'lOr 009L-zee(90Z):XVd•006 t-ZEE(903):3NOHd NO NVIdHO'lWM YnHS O OrILS 03d SIHOddnS Yvd39.own03H S,OI.IrMj W V36 03ddOUS MI.•JNIIMNI L V LO LH6 NOl•JNIHSVM'311 11d LV3S •80.StiSN NO 6O-Slrri30 NO 3SWAGWO 31ON SS31rtn SLSIOr HLIM 03Yn16d HSnb 3tM SIVO39 a OOOL 311(1S•1S 1HVM31S H LB 'MO138 E10012 NO NVId IIVM ®S d S E3 U I El U S HV3HSONV On1S H3d SlHOddns 830V3H'WnWINIW SxZ M 39013HV 031HI03dS lON.Lne NMOHS SH30V3H'L IDONV'ld NO 031HI031S SV 3HV SH3ONVH WVllOH01W ONV WVIIVHVd'WVInIO'ONn'3d/.l Bf NOSdWIS ONIHV38 39NVlH d0138 Ol SH3ONVH xZ llV'9 031V3H1 :jtE InSN00 -3HnSS38d 32 7VHS 30VH9 03HSINIJ AO.B NIH11M 8O'H3H1V3M'313H0NO3 013SOdX3 DOOM IIV'S SONIMVHO IVHni31IHOHV H3d SIIVHOHVnO 0NV S11V130 HIV1S'SONIMVHO H31:INIHdS ONV IV0IH10313'ONIBWnId'IVOINVH03W 83d 3811VHS S3dld ONV S3SVHO'S10n0 I1V'b es0z-1.zes vm'ua+•>n3 as+a„w,lawaw um 9let 'S3O3ONVSON3l3NVd N33M1383OVdS rauvu.Y•EH'�m zrzsssrszr Al 191csn•sr.>aar .&IMO'IW SJMOf ON3 13NVd 6i.109V1S ONYSL60ddn501 UM31ON3d63d INOU39154%Olt NrAM 3OVd HLIAA ONIHLV3H5 AM'ONfI.0131d 00.Z10 Ow S3931311Vd 1Y 00.90 SIIVN ZA Z•VIO.LCI V"m vNwwhfd Ol 311VN OHO 3n1•J 38 Ol 9NIHLV3H$"S310N 1VH3N301O6l110n615 0NO NNid li3d'JNIH1V3N5l400b-C -SONIMVHO S.10311HOHV 3H1 H11M SNO11VA313 ONV SNOISN3W IO 11V AHIH3A'Z -Z'LS ONV L LS H3d ON3O31 ONV SNOIIVIA3H69V'VIH3IIHO NOIS30'S310N lVH3N3OlVHf110nuis'L . 9310N NIVId ONINVU1 n ' Z I I I I - =gam L60Z/9/� N o-,L=BLaIrDs V'vV IJ a=-O uogonalsuoo NV1d-nVM aV3HS V anis a001.zi ONZ 1VanionalS V 130OW m aoj ponssl N a3NB mlo 9HV U) Wo Isv g 31tlN01S30 S3NII 3N3NHtlO b3HlHnN rJNIMV210 s :310N LO l3� A3� NVId IIVM b`d3HS z I, 'S af1sS :j00ij z ZO13�1 N Y° NOIIH CIaNZl VO l^ OlS • O �3ZLI1 ONL41d2IQ � °'dooH O 9ulem8 u::uceNI :NIv"vO Gor z -Afl03;I.DAH-1 U) mnpH bn0 :a3'�VP'YN 1.J3fO8J -� w9•o1S W9Y�4Y :MCL2171101J]fOMd 77 .i803AMMY C 5i00t L09L �NafllYfV:1J3fO1iJ � O I z L d 9b 9lssH "s' Z`d lH levwon57wu9d OImB I 910Z101f90 _- N011dRMW 31VO MMVIi Em 41S,1 1. Br (MSS, 9m �''' o O 9M - r£M_� •uononpmdymosn Wym,(ucuolssplu s,laa)lymy mclgp�61uo 1a fwnld slyl vo am mloj uoq{ � — -��s _ �-- \i•.•J 'S11Nn5 IiNOIs5n1Nd f0 CIJtlm1Nul-,uallyu�V'-qL't 9L15Ni 'nul XYIti7`7AO 910;IgSpXd9D'I wish Y:15'LY 0915� :s15uu eup siyl TInON A 8 Q.--- 091SLY T1nml13 o 3�M3d S9mDo 9\d r1noH £y) vM`uo�bUIjJd 1NI1V3HM san ais )Ho binOH YMOH 3N anuanV 4lLL IOZOZ ulsD sl. enn - - 9LSD 1V 91SU J157 .0-71 fSIUOWISanul u016uV "DS llJV aM IIVM HV3 NI I ''IIVMk01k3X3,7AWAl" 309L 09q O 31HqpHDS 9L5•.,I a ,TIM tiv3HS NI GNH- 'IlVML01H31NIli0ldAl LL �Jed W B15� \ TL `ter NOILV0I3i1N3QI103f02Id ^ �I EM / EM ODtI �'�--ti-� � r:n2., IIV130 3311dS 31V1d IVOW1 O'VS/Z 1IV1301H30V3H)ONIN3d011vM0n1S IVDIdkL L'tS/r NOUVA313 IIVM HV3HS IVDIdAL 0.VS/b o CM O rinM :H3d SIIVl30 IVOId U L — — -_ 5310N IVH3N39 IVHn1DnH1S 83d S31Vld 031V3H13HnSS3Hd 31VI908 W0I0OS 1V 03HIf1038 Tt ION 3UV S1108 HOHDW 03ZNMAWD 03dMIOH'S31VId 1119 031V3H1-3HnSS3bd 1V S1108 HOH3NV :SdI vls NOI.LVIUSIDHH 03ZINVAIVO03dd10•lOH301AOHd OMH3d1N31Y038W3WnWINIW.:yVIO.8/938Oi S1108HOHONV'LL m Y '0 bS/f 0Ntl L'ES2l'L'ESlB H3d NOI1VA313 NMOOgIOH ltlDldAl'OL re as alwe iw�i as�eun mowuMe w © 'O'4S/631nG3HOS NM00-OIOH H3d 3dU NMOO-OIOH SliVDIONI •.�� '6 � nlc>na /11nL0 vlwu9au10.w-oB'+ '3LIS83M 009L-Z6E(90Z):XVd•006L-ZEE(903):3NOHd M M NOIE)NIHSVM'3111V3S '0.75/b H3d NOLLVA313 IIVM HV3HS IVDIdAL'B OOO L 31ms•1S 1H VM315 9 LH ®5 I=1 S El U I E:) U 'ONn 9M 3dA1llVM HV3H538 Ol SllVM HOIH31X3l1V'L '0'b5/531n03H HV3 HS H3d 9 M 'NOI1tl(]NnOJ 3H101 Sf0fNIANOD 39 oi SOnis 03IONne E-:snHl (MON 38 7VHS Sans 0310Nn8 d0 H38WnN 3H1'O3HfD3H 38V Sons 031ONn8 Z NVHI3OWIDC3 � 9 3H3HM'ONn'WnWINIW SOn1S 031ONM(Z)AB(]31Hoddns 38 IIVHS NVId 9NIWVHd NO NMOHS SWV38'9 :,LKV L-InSKOD 'NOI1VONnOd 3Hl Ol SnOnNI1NOD 39 O1 SH3WWIHl'Z(}�:SOHl 03LON 38IIVHSSOn1S H3K"Wi d0 H38WnN 3H1'03H1n0'.d SI H3INVOL(ll NVIII3HOW 3H3HM ONn 'WnWMIW On1S Oulu(9)ONVVBV MIHl WAS G31HOddnS 36 IWHS NVId 9NIWWl NO NMOHS SH30V3H T wLi..Mq ly11o1L1 S310N vvnwryaynlum ;�xcfsrixt�gl WLti:L'9;tJ�/ IVH3N30 lvun1Dnas H3d S1NM3HIn03H On15 llVMltltlnlDnHIS-NON'ONI8V3"ON HOIH3INI IIV E 'S310N IVH3N39 wun1DnH1S H3d 30VH9 H38Wnl'Z 'Z'LS(INV l'LS H3d ON3931(INV SNOIIVIA3H88V'VIH311HD N91S30'S31ON IVH3N3O ivHn1DOH1S'L S310N NVqd l'IVM L!v3HS ONV GnIS 0 . s t C I I � I L I.OZ/9/ N .0-.l=.BrL31V3S .�,T °o uoilonilsuoo NVId E)NIWVH=l HOOIJ aa£-lvunlon8iS d�3GON (.� V ZS s � �o� panss� m 6OO Isd 3 oM dotl3Utl 31tlN91S30 S3NI103N3NUtlO :dH>3WI N ONIMVdC[ 1-0 :310N 1 1013A_ NV-ld m z ONIWt 'cI=l 2100'1d � —nm z ais i�Inlonjls o d 1300w $-n :H I I LL ONL11 d�IO n0 d 0 .�em8 =IJY1dYJ 8dt z :,%a 0l`103HJ (p m,WH 0"p0U3OV\Ni\13310Ud W*A"S wt+M JaMOUd 37 'W03A UJ C . 5100•t tOBl Wini�'nN 1J3fONd � 0 z ,cu+u7LS Nt+Nod�➢1�8 Bl0'JO1190 NOUd1UOSM 31VO NHtlW :OdfISSI — - -- - nonxgK+dy�o-+*•+ayte.fnr+o}uonnuwd uonum - ''- - �' �.WI!9>'Y+gc,g0-lluo+oaf dfpilw asuud•{ � r' �-�' 1' \�- '� ,r-� --1 ao—S lrumssy,md3o pumMwl s1m 14+V-ql'Z -T WYl NAC 91 OZ l0PXdoyl sMVls l-3ls si Suu,o+p syi N91s30830018 ' " .zl0zt Z(Z) Ij N9053O U3001B �� 30..ZLOL! LZI B , 11 11 \ I '1 I i N I 3AOBV lIVM/M 3AOBVllVM/M \._ _ II --_ ---..__al_� 03N911V'JNlB 9xb \\03N911V9X189zb _J� - _ ____� c-_-_- ___ __ -- ---- 1 �../AA v I ' I c Y/Vl'uOlbuIl'IV �C�.ZL POhL --- 130..ZL®Ol+'Z n 3N anuany y3LL WZOZ - it —n- I ld W9 -- - -- 'o p � u ;` o I+ �I �, 11 I� via �:IO-4 n 1X3 I: oNndAl -a Kt aolq LL �aed IN[IV dAl :NOLLVOI3I1N9QT103fONd + ; tvs S11V13O 9NIWVUd OOOM 1VHn13nU15 Z'PS , SlIV13O 9NIWVUd OOOM1VHni3nU1S l'bs du I li 31n03HZ)SH3N3ISVJdVHiSlViNOZlUGH ILOBIOIXXS/X L aS :H3d SlIV1301V3ldl.L'CL ; 'MOl3B UOOId NO NVId IIVM UV3HS ONV On1s _ _ 83d M0139 SAWUH1 n03H 3SV80NV dVO 1SOd(INV'HIS 1SOd'NM00-OIOH'IIVM UV3HS'On1S DNIHV39-ZL 7 _ _ -_ __ - - �— - I _ ISIO1V_- 7 d3H3dVl L®1 CLVI xZ 3 •30IS 3NO NO.bZ NVHl H31V3U9 SONIN3dO dOOH ONV 90012-IIV ONnOUV S15IOf 318n00 30lAOHd'L L �f 03H3dV1 NIW d0.bI L[ b/L OL-,6L=9H1HS/1 'ONn vmNINIW 1S1 d/L L 38 Ol S1SIOf WIH 11V'01 S310N NVld Had :ShcA vls Nouva siDMI 9HiHS.b/B _ (03VWMU 39 RM S1SIOf IVN011100tl)TWMW3HS U3AO I=1n N911V'9NW'IVUd 0113lTWVdmMUV3HS _ 1V'S nVM 9NIHVBB ONV SIIVM VY3HS jw U36Nn S15IOf 318n00 HO 9NI513019 OIIOS 1H913H llnd 30IAOUd 6 paxacvy cW6plM�ul��^Io'J OInWA� Y61Jdo')(� .\'�3Q lY d/cl ova nionaJ_s i�Lnt� S31YW d01319noo NO UV381VH1 SVJV38 HSnli 40 XK H'JV3 df10 SLb 30tAOUd M0139 U00'U �� OLX9 wwveso15-op•mrnm:3LS83M NO NVId 11VM MHS ONV M SU3d SlWMnSWV38'03UIn03H Sl9NOYWd WV3843ddOU01VH19NILV0l0Nl Lv ![SV1 oogvzcc(90Z):Xvj•006 L-Zes(90z):3NOHd .80.SV SW W NO UO•SIIVL30 NO 3SIAW3H10 031oet SS3lNn Smor Hltm 03vtM HSnli 31N SWV38 8 V LOW6 NOiE)NIHSVM'31J-LV3S M0138 UOOId NO NVId-nVM OOOL Suns•1S 18VM31S 9L8 HV3HS ONV On1S Had S1UOddnS U30V3H'WnWINIW BxZ(Z)39 013HV MU33dS ION ln8 NMOHS SH30V3H L 05IlBE3U I S U 3 — 'NVId NO 0313133d5 Stl 3HV SH39NVH WVllOH3IW 0NV WVIIVHVd'WVlnl9'ONn'3d)L 8f NOSMIS 9NIHV39 30NVIH d0139 Ol SH39NVH xZ IIV-9 - — -031V3U1 IDG— -3HnSS3Hd 3811VH5 30VH9 03HSINIH d0.8 NIHIIM HO'U3H1V3M'313HONOO 0103SOdX3 000M IIV-9 :.LN775SN00 'S9NIMVUO lVUf110311H3UVO3d SIIVHOUVn90NV SlIV130 UIV1S'S9NIMVHO H3IXNIMS ONV 1VOIU10313'9NI9Wnld'lV3INVH03W 83d 36 llVHS S3dld ONV S3SVH3'S13n011V b S3003 ONV SON313NVd N33ML38 33VdS esoz-Iozes vnl'u�:.ti,a •�+Na A�,L oowk+��m sLtt ,Br1 ANollt•SlMor 0N313NVd U399VI5014V SSUOddn501 UtMO10NUwd 0101103UI09NMI NNW)3w +Aovoo y,q„ss�n,'zrozs ssasz.�f rsLe•ssz•aroaa+ H1N19NfHLY3HSAM'ONn'O13I8 OWLO0tNS390313NVd 1V3m"*SlWN Zft Zrn0.tC1'O HIIM9NIVMI 01031NN GW 03n19 39 019NIHLV3HS S310N WU3WD-rmnL7W.S ONV NYld U3d 9MHLV3NS UOOIU C 'S9NIMVUO S.13311H08V 3H1 HIM SNOUVA313 ONV SNOISN3MO TV M1133A-Z y 'Z LS ONV!'LSU3dON393l ONV SNOIIVIA3U89V'VIH31IH3 N9IS30'S310N 1V83N39 IVUFUOfIH1S L 31 N NVId 9NIWV8:J U00I3 O f * t L I h I I m L 6 oZ/9/6 N o-.1=.en alv7s ��•V^J� .f o uoilonilsuoo NVId IIVM av3Hs i ants HOOij ade-ivHnlonuis d 13aOW �/ ��// ((,�� m g m jo j po nss�l / (n Wo l S v 31VNJIS30 S3NI10 33N3 tl O :'d99 RN DNIMVNQ m 310N m Z lual NV-ld IIVM bJV3HS =$ ,R onis 2JOoi� Qt z �20,3A3I V a ki-omus 1 ° Y ck �` b'�300W § TI 1'1_�NM00'OlOH dO NOILYJOI S31VOICINI �3ZLI.L�NIMVxa n Joo�—" c O •mlrmg uau{aN _UY.IdYJ UOf z :An 03xTTVI (n r+u7oH O^u0I 1L77Yn'vw 1_,3JOVd --I w•w:S loowM1H 'MOLO31i10 Y73fOSd � �AU03AOVJdV C SL00.1I091 �V3U44fiN 1-J'ifOliJ O Z Iowu SbW+od D-WV I 91OZIO&M 915J NOIWIUOS30 31VO HUM 9157 / 9357 9cs7 Bt57 / 9M 9M�� c71TSSI 9M 9m __.am_°_ — 0 9M � uoponpmdauo asn+ag+o Xue+ol vo�ss)uuod uanum h100411Z� _ _ \ s,va,q.vmmgO'6ryotaafmds!giuoasn+o3'{ OIS7 n+ag lwoissglutd)•ltomnnM"l-I LaA•w{j'Z $157 CCJJ ISJ "a-1'NYINIAAO 9(Ozlq$-d•3'1 9L57 MSJ 3tSO m 5uu".p"4-L rrtffiHlf rn rn U � n II (1 � Fi$J �e O715N t VM tuoI6ullay a°m, a9lssv 3N anuanv 4jLL 4ozoz 81 vM � 9{s7 Iv �' 0157 9tS7 'o•-J•-1 {s}ua� ISE)AuI 9157 uoI6uilay aM 00.9L®9+Z 3,n03Ho5 B IIVM HV3HS NI ONO OO J "IIVM HOIH31X3ly3wA1 30.91®0' 3l003HOS 11 �J IIVM UV3HS NI ONn LL �1'I p'd IIVMUow3lNl lVOkAI. h{1Y15o :M0l_VXRLN3QI103fO'Id - II o Cis ZM 4LiWS3 9'3 h11Y{SO rtlYfSi 11V130 30I1dS 31V1d IV7IdAL O'vsfz bM IIV1301H30V3HIONIN3d0 I,VMOn15IV0IdAL rr3/b NOI1VA3131IVM HV3HS lV01dA1 O'b5lb U3d SlIV1301V01dAL ZL 0 0 �9157 htSSK'7 'S31oN IVU3N30,VHn10nH15 Had S31VId C131V3Hi 3HnSS3Hd 3_LVdo9 WnI00S1V 3HIf1O3H SdIAI dLS NOLLb2LLSIIJ32I lON 3UV S110U UONONVOWNVA,V003dd1O'ICH'S31v,d 11IS 031V3U1-3unMHd lV SIIOU MOW 03ZINVA"03ddIO•1OH gQvo d'0'fSKU3d1N3W03"YlnWINIW.L=VIO.9/93UOl S110U UO{ONV'LL '0'rS/E ONV L'ES/ZI YES/9 H3d NOUVA313 NMOO-OIOH IYJId)L'OL w�«ee siwwin�n we�.v 'mnwn�t ne�.m+p wr�nianatsi�Lnlo "O"bS/631n(13HDS NM00-OlOH H3d 3dA1 NM00-OIOH S31V710NI 1^LQ� '6 009 t-ZEE(909):XVH•006 t-Z0E(90Z):3NOHd LOLU6 NOIEJNIHSVM'3111V3S 00M 311ns•1S 1HVM313 ULU '0'bS/b U3d NOI1VA3l3l,VM UV3HS,VOIdA1'B as d S S u I El u 3 'ONn 9M 3dA1 IIVM HV3HS 39 Ol SIIVM HOIH31X3 11V'L IDC3 '0'bS/531n3HOS IIVM HV3HS U3d S1N3W3HI003U ONIlIVN ONV IIVM HV3HS'9 NOI1VONf1Od 3H1Ol SnonNIIN003U Ol SOn1S 3IONn9'!E)+SnHl 03LON 391IVHS SOf11S 031ONnS d0 U3UW 3UI nN 3H1'On03H 3w SOn1S 031ONnS M NYHI3UOW :,]-Nb'.L7fl$N00 3H3HM"ONn'W nW INIW SOfi1S 0mwo 0 AS 031HOddnS 30 I1VHS NY,d ONWMI NO NAA"SIW 3U 9 'NOI1VONnOd 3H101 SnonNI1N00 30 Ol SHWMIHl'V'y:SnHl 310N 3S IMF SOn1S H3iS US d0 U39WnN 3H1'03UU103U SI U3WWIUI IH NVHI 31AOLN 3H3HM'ONn e6nz-mze9vm'ua+a+9 aM+O ma,l auuew+�m slu 'Wf1WINIW On1S OM!i1110NVU3WYNU1(L)A931HOdclnS 3U IWHS NVId ONl"V NO NMOHS SH30V3H'r +auvwmr.fn+�mm zrzs6srszr 1 fstr.ssz•9zFOe+ 'S lVU3N30 lVUn10f1U1S U3d SIN3W3UInMH On1S,lVM 1VUn10nH1S-NON'ONIUV3U-NON H01U31NI lIV lV'E 'S31ON IVH3N30 IVHn10f1U1S 83d 30VU0 H3UWnl'Z 'Z'IS(INV 1'LS H3d ON3031ONV SNOIIVIA3H89V'VIH31I80 NOIS3O'S31ON,VH9N39 IVHn10f1U1S"L L N NV-ld IIVM HV3HS ONV onis Q f F Z I r I 1 LW ;194 N ..-.I=.8/L 3IVOS �• V 7►J Q 0 uoljonjisuoo �/ Nt�d�JNIWVl3d�ooa�vanl�nals d�3aow �/ ((,,,, g ao;panssl I r U) BOO I SId 'NHOM 3 3ANV0 31MJDI53O S3Nn 03NNHV0 :213g1AIf]1l ONlA1 d�]Q a (n :31ON z LO 13/�3l NV Id JNIiN"J 3z ZO 13A31 d00?j �`d�Inionb1S gg o V 13GOW o CO1� 3 m :3 LLIl'JNIMd2IQ n joo O nlnaug u•uIM �N{YIJV060f Z 'A"aRX.9{Ll (n srx;oH 6na0 1f30VA'Y{\IJ3fOHd � suonolS laC1p11Y H(11�3H141'13fOyld =7 �A003.AOHJdV C ' 5100•l l Q9l 1RFl 1\n':1.I1 lOHd I O I Z _ 1 I dAl ' Lt/ z n 811 � Zbl ltl IM WnS PWLI•d ou Dnns 91OZd)LAO Ll NOIldI8DS30 31V0 NNVW S11V130 DMINV8j aoom- miom 15 Z'" L Q3RSSI 311103HOS H3N31SVd dVH1S lV1NO11801 ILOB LOI XXSIX - --- x -" x ' - :83d SlIV1301V31dA1'b L Zlx9 o„��Pdd,,,oan,agoc•a,ol•! •waall s,lyollµvy vlwg0'Atw laa[•1d$IV••anuoj'[ 'NVld IIVM HV3HS wag lwuiss�llud)o lnmmmq r,lyyl!gw a91'Z of IV " ,' H0Htl Had 1 '� ONV On15 83d MO138 S1N3W3HIno3H 3SY9 ONV dVD 1SOd ONV'3ZIS lSOd'NM00-OIOH'IIVM HV3H5'OnIS DNI8V39'EL '1 1JOOH auI'A'V11E1:(A0 VIOZ 142wCdoyl MOl 1V L'IS IN9rIN1Si� IV 3O.ZO® s!Suu�mp slyl lsdSZ9 • L ��++ - '-/ =ad N1VHD O1 HV1n010N3dH3d NOISS3MNOO HOd S31Vld d011V DNIHV39 NDIS30 Ol H3HnloVdnNVW SSnuiSZ s, Y6'1 R Ii 831iV8 8xZ 8 9 11 - 25 • �. '831lddns SSnH13HIA9 03NDIS30 ONV 031lddnS 39IIVHS SH3DNVH SSn81 • j00H MOl 1j `^ - \ • �i '� IVOO.".' �i �I - 1 _ '1V31dA1'SISIOr jOOH(INV S355nH1 Aoou IIV 1V S3113NVOIHBnH VS'ZH 80 L H NOSMIS 301AOHd • H31dVH t3xL r-_ - - 1' ==esc- --- JJ r rps ;'HY3{K _ 'SNVId NO 031VNDIS30 SV 3kiV S1N3W3HI003H 9NIN3d0 tF i Ll ltl dAl yM 'u o}6 u l iiy ONV S3dVHS SSnVI IVOMS SOVOI H311W84 ONV'Nil mn-w-w:iM103,3 IrDwVN0314Iw io SHOUMN03 lHOddnS OWSNOLLV001 L(IVN H3I'IddnS SSny13H1301AOHd 01 H010W1N00'19Nkk ONY DM0dv3smv l 3nJ anuany 43LL 6OZ0Z svavv ouvd 16ou snin IV3PNVHD3M 1901Jj SOV01 IVNOWOOV HOd 03NDIS9036I1tlHs 535snHt iooH " _ " t y _ 1 11 A7vLd NOIlVON00d 013nNI1N00 01 S3SSnH1 H30HID ONV 81SVW dIH DNI1HOddnS SOnJ53 dAL I I N ii I 'SN0110Y3H 9355n81 H30HID H33NIDN3 110��„`ulh� QM O111WenS OI H38n10VdnNVW SSnHl"SOn150NLL 80 W0WINIW VA903180ddnS 39llVHS S355nH1 H30HID llV • -______ - i ICI ZIL Elx8ll 9lD ! L EI e/I SIS 1 ll b 'L Er=ece 'SOVOI N91S30031AI03dS 3H101 NOlilOOV NI 9NIWVHj-H3Ao j00HHDIH Los case=3.I ZA Clx8/19 I tELxBll9l9 V O� • 1 I,VM HC3HS dA X LrS 1 a 180ddn5 Ol O3N91S30 3B IIVHS 535Sn81'03HI003H 9NIWVHd'H3A0 3H19NIN91S30 H03 3lBISNOd53H :8 1 x L -'1-} I x SI 83Hn1oVjnNVW SSn81 DNIWVHd-93AO j0 V38V 3IVWIXOHddV S3IVJIONI NOID3H 030VHS `= d1OM Ox®IZ I' - 1Y 00.bZ S0VOI 3AII ONV OV30 NOIS303H101 8 NO110 V NI'NVId N0 M403dS OV01 lvMYI 031313M 3H1 H01 S3SSnH13S3H1 N91S301T4 N3U=VjnNVW J 1', dJOb MOI LL Vnd sSnHiSI-NMVC3HS3WOVOUVOW39OLSSnWIOOkINICIVOl83JSNVHIHV3HSS31VOICNIISB,M jOOH MIDI vz0tl 00 IOS dAl CPS 0$ 1 $� 1 Mom 9xz :NOLLV01311N3QI 103rOTId 'S31ON IVHBN39 ivun13nH1S 83d NOUVAUGHN11tlJ11W9nS(INV SOVOI 3AIl ONV 0V30 08VONVIS 1 a 'NVld O1SNOISIA3Hd0833NIDN3 AHIION'NOI1VHnEuNO3 ONV 1n0AVl SSnH1lVNId HOj 3ISISNOdS3LI Si H31lddns SSnH1'31VWIXOHdd'V SI NMOHS1nOAVl SSnHl I pi t S n '3Hn1JnH1S O1 St7011JY3H OltV SIMOd'1NIB%36 H11M 13311HOHV 3H1 nVH108003H,30,8B3NION3 3H101 NOW V3d S31W A 9HINWl 031LIWen5391S0W 53`JNVH01nOAY10315390fL5YS1 NN10/15.NVld jMIMN91S30 tl300:63601 W31SAS j00H SMON IN id 130 Oro ' OL>D :VIH31183 DNIMOIIOJ 3Hl HOj 09NDIS3032 IIVHS S3SSnH1 joOH'ZL DHIHSJ 'ONn WnWINIW ISI.UL L 3901 S1SIOr WIH I1V I L Stln70031811M "--v 3 dke'OO.vz 0 3 SNOIlY.M3103dS H3Hni0VinNVW dVH1S H36 S1N3W3FAn03H 3711d5'31YIO3WN3 W I H3991H1no 0 3021®SIIVN.ZIL L x(M ONV ON3 HDV3 DD•60 SIIVH X t 1 x 000 HIM 13dU dVHLS1 IfM Y039 80 91400016 b3OV3H :SdwvlS[10LLV2U.SIDMI HO/0NV 3IV'ld d01 I,VA1 H3AO 03H31N30 36 01 UV IiVld DM"ll 3H1 NO 031VOIONI SBIl dVH1S IYIN0ZI80H'01 O"? SH11000 3H3HM dAl'NIW DNOI I ••• '�HInOU 38 AM S343nHI HO S1SIOr TJNOUKMV11TJM HV3HS 83AO SSn81 HO SlOr .0-.9 x tlloSVd 13nH1S � �,y •�d,ya-'i M�oC NDIIV'DNIWVHj 0113llVHVd SIIVMMHS IV"SIIVM 9NIHV39(INV STIVMHV3HSI,VH3A0DNIN3o180nOS 30IAOHd'6 -Ivd neon ais i Int�J 'IV31dA1'S1SIOr dOOH 11V lV S311 VS'ZH NOSdWIS 301AOHd'8 9VV� [+fir 1® ww slseu!6ua-u0^uM+:911s63M L J V ` OOSL-zE6(9OZ):XVd•006VZSC(sOZ):3NOHd -S3-Lrd d01318n00 NO HV391VH1 SWV38 HSnlj j0 301S HOV3 dll3 LO{96 N0lE)NIHSVM'3111V3S SCV 301AOHd MO13913A31 NO NVId IIYMHVMCWOn1S.N3d S1HOddnS WV3603tl1003H SI DNIWVHJ WV39 03doilO OOOI 311ns•1S1HVM31S sm 1VH1DNIlVDIONI.90.SVSNVId NOHO'SIIVL30NO3SWW3HIA0310NSS3lNn SalorHIIM03WV8j HSnlj38Vsrh-A L ®S d E3 S U I �J U - 'MO138 8001j NO - NVId IIVM HV3HS O Had NV OnIS d S1HOddnS H30V3H WnWINIW BxZ(Z)39 013HV 031J03dS ION Ina NMOHS SH3OV3H'9 IDCI � SH39NVH WH3r{ddnS 1S10r A8 03IM.I M ONV 031lddnS 38 IIVHS SH3DNVH 1S10r.I.000M"NYld N0 03131J3ds sv 3HV VIIOHDIW(INV WVl7VHYd'rh lMD'ONn'3dA19r NOSd WIS DNI8V38 39NVIj dOil 38 Ol SH301M xZ TW'S :1NV1'Tr15AI00 AINVHHVM ONIHOOH A9 COMM SY 53D03 DNOII73HS 0300DIGNn IV omiNVHd N-=3M136 03H31N30 SdnD DmRLv3HS I3NVd 30NOHd S3003 ONV S0N313N:d 433M138 BOWS A'1 NAl1V S1NIOr ON313NVd H3D`.3VIS ONV SluoddnS OS HVIn0fO MQJ OI0U:I3HI0 DWI,It1VHD 30Vj IWM%IHIV3HS AVl'Otd1'Oliti OO.L L•ONV S390313NVd 1V DOS O SIIVN.Ut AVIG ICL'0 eeOz-luzus vAl'na,a•a •a^!�O• maw•wl nlslcl HIIM DNINMii 1100001031IVN 3H 019l*Kv3HS'S31ON IVH3N301VHn=kilS ONV NVId Had DNIHMNS300H'r v wyq.•.m'Z>Zs'fisZ'szh>nJ 191Ca Z zb la 'SDNIMVHO lV8n13311HDHV Had SIIVHOBVnD ONV SlIV130 .'IS'SDNIMV80 H3INNIHdS ONVIVDIH13313'DNI9Wnld'IVDINVH33W Had 39 IIVHS S3dld(INV S3SVHD'slon0 iiv'C 'SDNIMVHO S,1031IHD8V 3Hl HIM SNOI-LVA319(INV SNOISN3W 10IIV AHIH3A'Z 0 'Z'LS ONV L'LS Had ON3031(INV SNOIIVIA3H98V'VIH3118D N9lS30'S3iON IVH3N301VHnlonuiS'L . 1 NNV'ld EMIRVIGd 1 S r f r I a I =.B/L:31VOS Fazs _� � LIOZ/9/6 N`did'I'1VMl�V3HS'8af11S1NOI1VaNflOdit/af11Of1a1S81340W a� uollonalsuoo " m .Iol penssl ">IaoM 30 v38v 8 (n 31VNOIS30 S3NII 03N3NaV0 m 600 IS`d :310N 2I381AIfINONIMVdG 'aa :0 1 1 NVId IIVM �:Id3HS 'i z v an-Ls /NOIldaNnoj R s z Lgl3� -i�Elio m:i1S 8 13 Q O W I R.-nEo,3A3, O m � glrrr aNlMvxa c7 Jed O el�a;eg utufoI 'NrVmV30O( z ,UICLaIURN.1 Cl) vIiNH rino0 :1139VNVI\1J3tOMd suonolS toT4>'.tN �MOLI3MIL1 L73RlVd � :Ag vanowrar C SI00•LL091VI01\nN.L03roaa C) O z I IIV130 33116 31VId IV9Id U 0"vs2 MuL1odDWpo6 I 9t07JDtI90 llV13O WKV3H19NIN3dO IIVM On1S IVOIdkL L'vs/v It'JI!IW'IS N011dW0530 0MI HaVW NOIIVA313 JIVM HV3HS 1VOIdA1 0"b5/v I1XIt0i11s1 _ TInONOJ OION157 - GaassI H3d SIIV130IVOIdA1 ZL I ` � ____.--_- ii - 5310NlVH3N39IVHn1OnH1SH3dS31Vld031V3H13HnSS3Hd31VH09WnIOOS1V038I003H I V9 ld Vs li 1�- ------J I I db0 OHiS, •nolwn wJw�o asn»lo.(uu�o uolssuu�d uaUum r r01 r01 O O I ' p 4 3 lON 3tlV S1lO8tl0NONV03ZINVAlVD03dd0lOH"S31'dld ills 031V3VP3HnS8311d 1V S1108VOHONV 1 r-_-------1 1rJ 11-- 4J i---r-----i ( I StOHlS1 sM1NwV ululg0'•4uo t fwd sal uo om jo x r 1 - I 1 -- . 1 I _.1' I d L 03ZIHVA,VO 03dd10'1OH 30tnOtldOf55 tl3d Li3W03BW3 Wf1WINIW.L VI0.8/53901 S1108 HON0NV'LL ��+1(' - - 'zlwag lruorssalwd/u/wmMwrs,1na11Qvt•a�'i �nto�� 1 , 1�_____-- T1nw0 ; I ' 'aul'NVI\7YA09 l0E lYiuQo?'I '0'VSIE ONV VES/ZL'L"ES/8 H3d NDIIVA313 NMOO-MOH IVOIdA1'OL -.15�-------' j. 1 �_-__--_- L _ r , I ' - :s1Suu1¢rys1y1 IOKdn 'O VS/6 3lnO3HOS NMOO-MOH H3d 3dA1 NM00"OIOH S3IVOIONI > IV 6 N IM 1 rg10 1 1 1 1 1 1 I I 1 • I vH 'O VS/v H3d NOIlV'A3I3IIVM HV3HS IVOldA1.8 •ONn 9M 3dALIIVM HV3HS 36 01 SIIVM HOIH31X3 IIV L 1X31V dAl'1I9N01 1 I I 1 I L I L , 1 1 1 1 1 I i 1 1 tlnaH v^^ lUO}BUlhv 5#IZI/M�Jli�7QO�. t I i �3�H3HM Sd S`JH81Nl IV 1 1 I 1 L V/V` V 0 PSIS 31no3Hos IIVM UVIHS H3d S1N3W3H1f103H DNIIIVN ONV IIVM HV3HS"9 1NO0d0.ZLW.J,I \ I 1 1 t 1 I 3N anuany 4ILL WZOZ dALO0..9L®SO sT c I ttnalw 1 1 1 1 rI1101MA 1 1 — — -- Ld 't1011VONr10d 3H1 Ol snonNwto:)38 01 sonis 0--jio"n61 c' �SnN! _ _ - 1- ' i______ 1 �_ 03ION 38 IIVHS SOMS 0310108 d0 V3eAnN 3H1'03wino3M 3w SOnIS 0310NnO W NVHI 37JM i ' I tSIUE)WISOAUI 383HM'ONn*WnWINIWSOW(1310NfWWAS031MOddnS36IlOHSNN1d0NOYVtl3NONAOHSSYM3g'S I I gpM L l__J a-------1 C L'V%O 1 a I ' 18 I\\i_Y— I I I 1NI 1V dA1'1!'ONO' 1 ZIHOH S#IZl �_______l I I S(LON I 5W IZ1/M 91i ON0}'� I ��'`` .I a/V1 NOIIVONOOd 3H101 SOOf1NI1NOO 3801 SH3WWIH1- Sf1H1 Q183A OO.8l®S#/M I tIf1QH I ' 1 �_1 I I rif101118 i i ' 1NOOdO.ZI-M.9-.1 UO UUI_I 031ON 38 llrHS 90n15 V3iVWIM1 d0 H39WnN 3H1'MUMOMI SI H3WWIa11tl NVHL UM 3H3HM'ONn 1 ' IIVM W31S ONOO Mg I ' I I 0 Zd ' I 1 1 1 ' I -- 'WfIWINIW On150NrHllI ONV tl3Wrdltllll1 AB 031HOddnS 3g TIMS NVld 9NIll"I NO HMONS SH30V3H'v ' ' 1 I 1 1 ' ' ' 0Zd? i TtrIOH 2iOd -----_--_-� O0.91®9a2: tlnf1H1L1 i yLJ I I 'S310N 31M3n1 L___1 r-. - z_. du pf i 1 1 0"Z3 1 lVH3N39lVHn1OnH1S H3d S1N3W3HI0038 On1S IlVM lVHn1OnH1S-NON'9NIHV3!}NON 60IH31NI IlV'E llVM 8V3HS NIONfIi i VV YY��JJ L IVM HOIH31XD lV3WAL; —101 OL I I Igl I 1 1 1 _ LL �I�GCJ S310N lVV3N39lVHn1ON81S H3d 30VH9 H38Wnl'Z L-J i 5'Zd 1 1 1X3 LV dA! I i i OOi(111 KL, s"Ld i l i SZdr 5Zdr-, I r-� l i 'Z'LS 0NV VLS H3d ON39310NV SNOIIVIA3HSOV'VIH3A8O N91S30*S310N IV83N391VHn10nH15'L .Z'.t•�01dr1 i :.. I 31n03HOS 1 1NI1Vdl 1 1 ' m I 1 1 1 IIVM HV3HS NI ONn! 1 1 1 4 .1 I ' L_J :N0IIV0I311.N3QI.L')3fO-dd U �--, "11tlMao1H31w,T01dA1 1 IC9' i i 1 1 L\N d VM p IV V UI IlJ I 11 g I I I I I 5310N NVId H3d 1 ' O0.8L 0v#/M i •___ z____________ I 1 1 I I 1 1 1 1 3OV89 NO HVlS ONOO., I I ______ I ; I I 1 1 1 1 1 1 SlIV130 NOIlVONnOd lVHn10n815 L'ES I 1 -- --- SlIV130N011VONnOdlVHlnOn815 0'ES I 1X31V dAl tI(ION I I I I 1 1 ) r-----______� u________-1 r� ^^-^-___-__ _ ITS I I I I -_____.__�_J i 1 I i i :H3d SlIV130lVOIdA1Zl 9 VS'ld i I I ------------� - t-- Q TLI �Ifl1 i 1 I btnGN ttnON _ 'S310NIV83N39 LmJ L-___� V5ld TtngH l5'Id I 1 1 - VS'LH J o _ _ —,�apNm—ry11rn1 L�J _GQJ�"-- lVHn1OnH15 H3d S1N3W3HIf103H N01530318•dJllddV'ONn'03N91S30-H300183B llVHS SHIV1S l331S'Ll 1U23y--- - SdNIt+1$NOILV2LLSI�92I '1331IH0HV H3d SIIVM1N3W3SV8 ONV W31S 313HONOO IIV 300Hd 3Hn1SI0W'OL \7 vs W V��H L®J _ '031V3H1 w enubsliro�i�s.+••�ouw.uNe aEwdnC -38nssDUd 38 IIVHS 30VH903HSINId d0.9 NIHIIM HO'H3H1V3M'313HONO3 0103SWX3000M IIV'6 sera nJ_ontitsi Into $NZOLOEZ0183d30V89HSWId3AM.9d0WnWINIWVNOIIVA3I31-r4wlr11V1NIVWTrwm U O woo sr aUt.-gp'mmm:3LS83M 9NINIV138 1H013H IVIiUVd IIV NO SNOtLVn3I3 INM IONOOL 3138ONOO d0 d01 AAMM01 HOlOVHRM g W9L-ZEE t9OZ1:XVJ•OO6 L"ZEE(90Z):3NOHd LO L86 NOiE)NIHSVM'3111tl3S 'O'ES/V ONV'NVId H3d 1NIOF IOHINOO S31VOIGNI M*L OOO L 31If1S•1S 18 VM31S a LB ®S d 3 _ Li I E u E) 'S310N lVH3N39lVHn1OnH1S 3Hl NI 0310N — Sr IHOd3V H031039 H3d s1N3N3vinMH H3H10 ONV'SNIVHO 9NI1003'11111VWUDnUiS'NOI.LV6Vd9Vd IDCJ 30V89gns Illd lVHn!]nViS VQIONV lI0S3NLVN 1N313dWOO NO H=SNOII A313 9N'V SONIlO0d LV'9 'ONn'.0-.0=SNOI1VA313 9NI100d(HOIV31X3I1 HOIH31X3 d0 dO1 IVOld),L ONn'.Z-.L-=NOUVA3139NIlOOd IHOIH31N1/11 8 019 31NI HO dO1 IVOIdAl'9 1NV L TfI$N00 '1HOd3H H031039 H3d lliH HVInNV89 0NINIVVO-338d 301AOMd'S30VdS HOIH31NI1V 8V'1SM0138 831HHV9 HOdVA,IW 01 3OIn0Hd'S9NIMVVa lvun1O3LN�tlV ONVIIA1001H3338NOI1VA3139VWIIVfllOVHOd'.0".003WnsstlN011VA313lgV1S/118VIS30dOlt M389#(£) .0-.l .0-1£ .0'.£ O'£j BFOZ-IOZB6 VM'nw�^3 •�^Pll^Io!A mIHe141siAtgl❑ S9NIMVHO IVHn1331IHOHV H3d SNOUVOOI ONV S8HnO 31.383NOO M389#(£) .0-.L .9-2 .9-.z I 9Z3 I.,,ouuy.q,n,nm-Zbz9'a9z9Zb l I91e9sz•=_zb3a1 SONtWX ItlanM3LHSVV Mad SIIVHOUWW ONV SWIM MNLS VDMMVM0 tl31*M"ON WoraLl3,3 M389#(£) .0'A .0-,Z .0-lz 0Z3 'OrilgWnld-j"NvH3grl Mad S3dld ONV S3SVH0 Slon0IW LOVAH ONV SVT0N"'ONWlnld'sb'3t000 'SV3233tld'Se'ES'Sl00dl MOd Slno)1101g'S3d0'IS ONV SNIVMO:SIIVM NOILVONnOd M SOMN3d0 V00011t M389#IZI .9•.l .9-,l .9•.l t1913 :313MONO3 OHIMnOd 01 VOttld S83HIO HLIM ONW,01103 3Hl AMIA ONa 31V00I1WHS NOLDYULN03 E M3 89#IZl .0•.l .9-,l .9-3 9'l3 r S9NIMVdO IVHnlO311H3HV 3H1 H1IM SNOIIVA3I3 ONV SNOISNMIO TV A310A'Z S1N3WW00 ONI0H03NI38 H1d30 H101M Hl'JN31 3dA1 'Z'LS ONV L'LS H3d ON3931 ONV SNOIIVIA3H88V'VIH3118O N91S3O'S310N lVH3N39IV8n1OnH15'L 3ZIS N d N Il'd mn03HOS JNIl00=l aV3EIdS a r ( I L40Z/9/6 N o-.L=.en:3lvo5 Z a� uollowlsuo� S7C� d- N ,d ONlWtlad �aoo� aNa�vanlonals a-aaow Ll((,,,,��..77 m9 M aoj panssl 'ANOM 30 V38V 8 (n 100 lSV 31VNE)IS30 S3NIl O3N3NBV0 ndas InN LJNIMVNQ H V 310N s we�3�t31 NV-ld .fr �JNIW�IJ 2J00-I� Qj.z ZO13A�31 aNZ -m:jniomiis g 8 1300N S--n CEO l3A3l �/ O M H`I T T T.rJNIMtl2IQ n off Oe 0 w.111911VI1H T9vlav�ew Z A00.9N3ilIC) (n —low 6no0 -W9VNVW 1J3fOHd Nasals 1114M 'N W.Tdro la3f0Nr1 37 k9CHAONddt' C St001LO91I 1L301Vh,LW OW � 0 I z I1ululynS PWyad 6LMOO I 910LOL190 Ndldlil3630 31V0 XvVIY - r L •nononpwdu uo asn ioglo Aun jot uorss)uuad uonum I S,laangmV iuwgo•6luo n f dspp uoanvoH'E :xlwag)nuolssglaHJo.lwlalWaf",zollgwv agl'Z _ 1 • _ -Or -II 8 'aul'kVW3NA0910Z 148r+CdoJ"I - s,Auu�erys141 �� „ I MJI530 tl30018 t � NO1530l3900i9 1 y I. - t _ / tEcc v._ til== NL 6xtlSd I I pacer_- _ - , 7 6*CISd yM`uoj6uilay o I i , 3N anuany ujLL LOZOZ -- - - ------ -- ---- - —� IV J IF " LI C `SjU9Wjsanuj ICt.37 __- l II :, p It II �1 11 _ u015UH b' aM -�L___----- _>U ' n n dAi I, �n Itl 1X3 lb dA1 I , 00.•Zl®Ol>¢IZI 1 �NOIIV�I3I.IId3QI iO3fO2Id lzt � - -y �� 1NI1rdAi j oo.. I eol�a , Ii L-7S I I G r- i � r�; ;'� ;; tL $ V � 1 SlIV.009NIWVHd 000mwHnionHis Z'4S d/.l I II - $11V130ONIWVHHo0oM1VHn1onH1S CVS !� 31n 33HOS H3N31SVH dVH1S IVINOZIHOH ILOBLO)XXS/X :L 9 I :83d SIIV130 IVDIdAL'EL __ �1 0 ? 'MO139 HOOIH NO NVId IIVM HV3HS ONV On1S Iflal---i— H3d M0138 S-LN3W3HInO3H 3SV90NV dVO 1SOdONV'3ZIS 1SOd'NMOo-OIOH•1lVM HV3HS'On1S 9NI8V38'ZL `� Il .1030 14 d SdNiF LS NOLLtl2LLSI'J32i 3015 3N0 NO.bZ NVHl H31b389 59NIN3d Il 0 HOOH ONV HOOId V ONnOHV S1SIOf 319n00 301AOHd'L l X/L L L-.6=9H1HS/1 _ 3H3dV.91®1SIOr xZ `� SMON NVld H3d Olx9 03tl3dtll NIW dO.Y/l 1 'ONn WNWININ ISI.Z/L 13901 S1SIOr WIH IIV'Ol 9HLHS.6/E O OB Le ZS Ee b9 � wdnionaisi�lnlo to3HInO3E'39dVWS1SIOrlVN01U00V11IVMUV3HS83AO MOM)N91IV'Dtw"8d O1l3llVHVdSWMNV3HS W—eeul6uaupmem 311S93M 1V'S1MM 9NIHV38 ONV SIIVM NVBHS IIV 83ONn S1SIOr 319nOO HO ONIM19 o110S 1H913H llni 30b 08d 6 0091-ZEE(909):XVd•006L-Z6E(9DZ):3NOHd LOL96N019NIHSVM`3111V3S Mvidd01319n00NOtlV391VH1SWV3BHsnlid03OISN3V3drDSEV30NOIM nIW138tl001H 000 L 31If1S•1S 1dvM31S 9 L9 NO NVId 17VM WHS OHV Of113 H3d siuoddns WV39 03NIn039 St DMINv d nv39 O3dd0tl01VHL ONI1V>GNI ®s d E3 3 u I S u 3 .90.SV SHVId NO W'SIM130 NO 3SLMH3HI0 ORION SS31Nn SlgOr HIM 03WVtld HSnld 39V SWV399 M0139 HOOIH NO NVId IIVM lDC3 Hb3HS ONV On1S H3d S1HOddn5 H30V3H'Wf1WINIW BKZ IZI39013HV 031HI33dS lON ln9 NMOHS SH30V3H't NVId NO 031203dS SV 3HV SH39NVH W VIIOHOIW(INV WVIIVHVd•Wv-lnio'ONn•3dAL Br NOSd VIIS 9NIHV39 30N71H d0138 Ol SH39NVH KZ IIV-9 iNvi�nsNo� •031V3H1 -3HnSS3Hd 39 IIVHS 3oVH9 03HSINIH 30.8 NIH11M HO'H3H1V3M'313HONOo 0103SOdX3 000M IIV'9 96nz-lazes vM'nman9 •MPa ma!n aavnw��m 9Lu SONIMVHO IVHn1O31IHOHV 83d SIIVHOHVn9(INV SlIV130 HIV1S'SE)NIMVHO H31)INIHdS(INV IVOIHlo3l3'9NI9Wnld'IVOINVHO3W H3d 39 llVHS S3dld ONV S3SVHO'S1ono 11V-P �eeemxrn+e��n, zrzs'usaszr J 191 E'65Z'9Zr qer 53903 ONV SON313NVd N33ML38 3oVd5 .91L MOl'IV simor ON313wd N309VIS OL1V Sltl0ddns Ol tlV1n3LOHUwu IN0033tl10 ON011 NIMiO 33VH 1uw.ONIHLV3Hs AV7'OHn'01314 MCI OONV 5300313NVd 1V 30.90SIM WL MIO.lEi'0 H1IMOIVW J 010311VN ow 03n1998 Ol OVIH1V3Hs-S31ON 1VN3N39 WkIWAULS CNV NVW tl3d S IV3i1S H001i'9 'S9NIMVHO S.1331IHOHV 3H1 H11M SN011VA313(INV SNOISN3WIo 11V AHIH3A Z . Z IS(INV L IS H3d ON3931 ONV SNOIIVIA3889V•VIH31183 N91SM•S310N lVH3N3O lVHn1OnulS'L O J.-:�.-LON Wd ONIMW U0013 I 6 r f T T�.�� _ p L40Z/9/4 N Ntfld llVM EIV3HS v aniS U001d UNZ�t uniondiS 813aOW �V/ i o uoilonilsuoo m jol panssl NHOM HO VMV (n 31VNOIS30 S3NII 03N3XHV0 zI3gwnNONlMdaa U) wo isv a1ON m= L013�A31 NV-ld TIVM I:JV3HS 7 '8 an1S �j001=i sa z �zo,3A3, �� `NMGGGIOHdo g�O NOILVOOl 531VOIONi GNZ ivdniomus V 8 13GON 9 -n . O H'IiIi ONIMV2IQ n do0� d O aVa'R8 upu1YNVVldt'J BOf Z -AlS OM09".1 (n ulpH bnpO ;N30YtiVIV iLil lld —i �upnolS IfMSY -a611J3 a L131OUa _u -m(TdAOVJdV C SLOO•LL891 'N'It1t11L\JJ3fONJ I O Z minugnS tWu� erne 91oLloir90 08 l8 28 ® �8 58 Tlnl]iML NOIldIUO530 31V0 )fllVrl � TinGHIZ1 flnOHtL zm rlWH �oonnnpwd®uoxnu.�glo dunjol uorssluund uanum Y u rinOfl oM sp nq.Vulwg0'nluo]n dspp uo as I mj•E :vl.u>S lep-"," jo WLW"ulwl s,uany:uV ay1•E TiS3 fIIgNIL _ ,� nul- WONAO 910Z Ig3u,Cd.j-I Im "-I s 6um+mp slyl T Woo � e 8 rISJ r.1m o rn VM`u0}6ulllV ersm n BTury nrwll yM rinG� bM �n 3N anuany y}LL 40ZOZ — _ � - - - 1V 0 p �./ �/� � HOHV 83d SHf1030 _ U016ulli V a/V1 ° 1lnG 3dA1�Oanis 9 0090fI1Nl rtS L/ a rtne" Cy 0� I 33V1O3H051 3 IIVM HV3HS NI ONn ' I'll.HOIHKX311171dA1 tIn01 ® p LL Naed I 30.9E®oK 31n03HOS i �ThtM UV3H5 NI oNn rn ° �NOIiVOI3IiN3QI iO3fO�Id £-- „vMeOrb3UVI,YJtau' tInOF1 bM UGH VM _ erwH M —41 4M L)— O l IV130 MlldS 31VId ItOIdA1 O'bS2 BI>n� WIC" Q BRGH-/ 1IV13O WKV3HI 9NIN3d0 lIVM On1S IVOId/.1 NOUVA313 llVM HV3HS IVOIdA1 O'bSlb :Sdj^vj.s NOLLVNiSIold :H3d SlIV1301V3ldAL'ZL \ 00 Oe+iWwiwy+ia woAwo�+.I�6u+mJ© SMON 1W3N391VHn10nU1S Wd 531Yld C31VUl 3VM3Ud 31WO8 WBOOS 1V 03HIn038 �vl�nion ais i�Lnlo lON 3W S1108 WKM 09ZINVA,V903ddW10H531Md,1tS 031Y381-38nss38d 1V S11088WANV OB 48 03ZINVAIV9 G3dd10•lOH 301AOUd'o'EV9 e3d 11J3W038W3 Wnt%IM)N d x VIG-"38 Ol S110S tl0H0Nr'-t ww veeu!6uaup'unvn:3LS83M 0091-3ee(9oZ)'.XV3•006 L-ZEE(902)3NOHd 'O bS/£ONV CES/Z L'L ESl8 H3d NOI1VA313 NM00-OIOH IV3IdAL-O L [ MH6 NOiDNIHSW3111V35 0001 311ns•iS iH vmM us ne '0-bS/6 3In03HOS NMOOUIOH H3d 3dAL NMOOUIOH S31V310NI �q 6 ®S L S S u I ED u -3 ON IDO '0'17SPo H3d NOI1VA313 llVM 8V3HS 1V31dA1'8 'ONn 9M 3dJ.L llVM HV3HS 38 Ol SIIVM HOIH31X3 IIV•L iNVi If1$NOO O'rS/S 3lnG3HOS IIVM HV3HS H3d S1N3 W3HInO3H 9NIIIVN ONV IIVM HV3HS•9 NOUVONnOd 3H1 Ol SnOnNUNO3 38 Ol SOn1S 0310Nno Ca:SnHl 0310N 38 IIVHS STUS G?IONnS d0 U38W nN 3H1'03MN O3H 3W SWiS 0310Nn8 RI NVHl 3HOW =11M 3H3HM'ONn'WnWINIW SOn1S 03lONn8 RIAB 031HOddn538„VHS NY,d 9NIWWH NO NMOHS SWV38'S r-y/ wlcac:-.:rw 'NOI1VONnOd 3H1015nOANI.N033901 SH3WWIH1'(Zj-.SnH1 O31ON 38 ji%OSOn1S H3W WIU1 AO H38 W nN 3H1'OUMO3V SI HD VYAW 111 NVH13WOW 3H3HM'OTln 'WnmNIW On1SO W11)(INV U3Wri1tl WA8031HOddnS 38„VHS NVId 9NIWVW NO NMLONS SH30"HIP 'S31ON lVH3N39 IVHn1.InHis H3d S1N3W3HIn03H On1S IIVM lW n10nH1S-NON'9NIHV39-NON HOIH31NI IIV'E 'S31ON IW3N39 IWn10nH1S 83d 30VH9 H38Wnl'Z 0 "Z'LS ONV CIS H3d ON3931(INV SNOIIVIA3H88V'VIH3IIH3 N91S30'S310N IV03N39 IWnlOnH1S L n 31 N NVId JJVM UV3HS aNV On1S I L WZ/9/6 • o�Zs NV-Id oNiwddH aoo�� aae�danlonals s 13aow 1, m uoijonjisuoo m aoj panssl E U) goo ISV xaOM dOV3aV t/ 31tlN`JI53O S3NIl 0310 V4tl1 ZI3HINnN`JfI1MV210 :310N NV�d .$ Z lam �; JNINV JJ �:100_1:� as Z xo,�3n3i a2i£ iv :i 110mus o 9 1340N s a-n 3A31 m0 �szili�wmv�Ia n s�ooe ��.�� 0 Qum"IINMH 1 lNlv"1v3 OOf Z :A9 O81Cif3. (n mm&*a I --w"T1.V 1.7310Ud --I m.m4s laQvxv xO1J7 O 1_33fmd =1 ;SH O9A0ddln• C ,, StaTlt0H1 :X381111\1.7,f0xd ) 0 Z i I I icipumns IIwIAd IW9PnS I 9l9WW90 N011dla?S30 3AVO >IO 03f1SSI i_ _ 3n09vS„VM N911V 9AlB 9xb 'nonanlnudalm xn xiglo 6ue�fumnryulull uanuM 9A08Y SllVM -""-� --- l s,lbugmv>•mg0.61.. f guldyyl .—A•{ 1M N911V 9�1B 9rb I 11 1 y I JaW�S IWorsSJ)tud1D 11°WWMMf s,llgary Ogj'� 1 1 ' 'I a �.w��1., 11 1 I If ','ul'NYMXA09laaL ropA .1-1 s 5uwnry slyl .. 11 1 ! I d ND1334 II II 8 1 11 i N91 i 1S30 k1wols30018 ��__ -=�� -i 1•.'I o"KLlsd 1 I b/L 6xLlSd ` ( I 1 dM `uojbuIjjv -, I I - d 3N anuany y;LL Wzoz Iv uo 6ui 11 .Iab' aM • 11 ' tl; m -------i y n dAi ' ° O 1 , 'I , 3n09V s-nvM LL VBd I d �I , 1(MN9ntl9Xlesxv 1X31b d3L OO..ZI 0 om IZ1 � ! ;; x' 1 NOI1tl0I3LLN30f 103fO2Id Q 1NIJL d i 00., lOOLxz it �I i • — � ;i I'bS �� ml -A--- SIIV13O9NIWVHd OOoMlV9n1Ona1S Z45 - SIIV1309NIWVad000MlWn1Ona1S L'PS dAl is 31no3HDS H3N31SVd dVH1S IVINOZIHOH ILOSLOI KXS/X L 4s 0 :3d SlIV1301V01d31'EL a 0 'M0139 a00Id NO NVId IIVM HV3HS ONV Onls '719301V� ISdWV'.I.S MOUYUSI03-d 3d M0199 S1N3W38In03H 3SV9(INV dV01SOd ONV'3ZI51SOd'NMOO-OIOH'IIVM aV3HS'OnlS 9NI9V39'ZL J0301tl d31 d31'o0.91®1SIOf xZ S310N Nbld 3d Olx9 033dtl1 L O slot 1 ._..._..�+......-.....�......... '30153N0 NO.bZ NVHl31V389 S9NIN3d0 dOOa ONV a001d llV ONNOaV SlslOf 318n00 301nOkld'll OH1H5.Z&SL +IVIo.•Irr>'..++��wcr a0 'ONn WnWINIWISI.Z/1L3901S1SI0f WIHIIV'OL ova neon r�is i�Inlo wwv9eu16u—p— 311S83M I0381r103V 383VW S1SIOf 1VNOIIIO( Tr4M UV3HS a3AO1SI0(tl)N9IlV'9Nlv4m 01131nvwdSIWMMHS 009I-ZEE(90Z):xvd 006L-ZEE(906:31NOHd 1V'SI,VM9NIHV39ONVSIIVMav3HSIMk30Nn S1SIOf3,BnO(IU09NiMISOnOS1H913N71nd301A0tld'6 I01-96 NOl`JNIHSVM'3111tl3S OOOI 311ns•1S 1HvM31s 8 L8 S31VId d01319n00 NO Nd381vH!SIVV39 HSn,d i0 301S 1431r.41f10%V 301101W M0136 1110011 ®S S u I D u s NONVId„VMbV3HSOWOn1S3d S1HOddnSVYv38 0381n03a 519NWlMd WV3903dd0aO 1VH19NI1vJI0Hl — .80.SV SNV W NO 80'SWJ30 NO 35tMH3H10 0310N 5531Nn SLb,Of It11M 03wVad HSn,d 3dV Ssw39 e ID(3= HV3HS 0NV On1S 83d S1HOddns a30V3H'WnWINIW 9xZ IZI 39 013HV 03IdI03dS LION In9 NMOHS S 30V3HnL 'NVId NO 03IdIJ3dS SV RV S839NVH iNvilnsrloo WVIIOHDIWONVWVIIVHVd'WVIn19'ONn'3d3L9fNOSMISE)NIUV3939NVI3d013801S839NVHxZ11V9 '031V3a1 -3HnSS39d 39 IIVHS 30Va9 03HSINId d0.9 NIH11M HO'83H1V3M'3138JNOJ 0103SOdX3 OOOMIIV'9 e60z-r0zas vM•n9 �a�a mas� wK+M 9re1 'S9NIMV80lVan1J311HOHV 3d SlIVa0aVn9 ONV sIIV130 aIV1S'S9NIMV80 lauvoumyfp+nnlm Z6ZSGSSSZO J 191E6SL'SZ6q>'+ HINNIxdSONV IVOIk11o313'9NI8Wnld'IVOINVHJ3W 83d 39 llVHS S3dld ONV S3WHO'slona llv'b -S3903 ONV SON3 13NVd N33ML39 3JVdS 1tl.Bn MO, 'SINor ON313Wd 399V1S ONV SWOddnS 01 WYyojON3dH3d NOIS73U10 9NOII NN89 33Vd l NSIM 9NIHiv3HS Avl'ONn'0,31d OO.ZI O ONV S3903,3NVd lv 30.9 a SIIY Xk ZxV'10.ICI 0 MPA 9NWMJ 01031RN ONV 03t1,9 38 019MKIY3NS'S310N,N13N39,Vtlnl3ftLS ONV Nrtd tl3d 9MKLY-.HS H00'H'E S9NIMVaO S.13311HJaV 3H1 HIIM SNOIIVA313 0NV SNOISNDWI01IV 3dla3n'Z 'Z'LS ONV L'LS 3d ON3091(INV SNOl1VIn3a99V'VI31I90 N91S30'S31ON IV3N301V9n10na1S L 0 4 31 N NVId DNIINVHI 800 i I 1 b � i m L b OZ/9/6 �jc Q7S uoi}one}suoo N111a��dnn a�Hs� anis 8001�aas�danlonals e 1300w mc) VV (. �u1 llr� s 3 m jo}panssl 'NaOM d0 V3 iV C � �00 ISV 31VN01530 S3NI103N3NHVO :EMMIN nI11MV dG �/ :3-LON s LO 13� - - NdId -11VM 2:JV3HS N cac ��niomliS i s° �I 8 �340W ��,1 Eol- "�; io O NOI1VOOl 531V310N1 :a ILI.L'JI IIMd2I0 n doo�y O oyeme ulW1oN I 'NIVldVOI z kH UM .1113 (n mm pno0 :1139VNVN 1l3fOtlJ � suaolS la'uopY :so1J3HK1 JJ3f0>3d 37 :A9(FAAOVJJV C 9100'L lostI 1mom I.d O Z I I I Wpwlgng lwlYid !n8 ' 9l0ZJOlr90 NOI1dIHOS30 31b0 NHVW -- Q3f1SS1 ZAk uopnpwdal innsn laglo dun.uol uoissluuod uauu.n o o ZM I o •. 9/ /,/1 ttlsr(3 s,loaggwVmwgo-dluo❑,afwdslgluoasnuo,3 Z 9153 •x,wag lnuo�sso,1',die lumunw!"l s.1°allifaN DUT _. bM 1 WVIACItAO 91 oz b Uokl,1w:w O :sl 5up slgl 88 blp PIf1f911tI 8 9 �lr i 91s3 � e � f•l53 9153 vM`uo}6ugJy 9:93 uum DN anuE)AV 4jLL 6OZOZ -- _tl' sM 91s3 sM IV .0. SJUE) ISanul 9I oIA - u0I6ulIJV aM11 00.91 0 9xZ �p 0-4 f10 313HOSTFvMHV3HS NI ONn IQm IIVMH01H3LX311316 Al00.919xZLL �la�d 3l 03HOS IIVM HV3HSNI ONn IIVMHOlU3iN11%*kW :NOI.LdDI3IitdHQf 103fO�IdEM C9tSO 9M - 9153 DWIb11V4$3 r- 0 IIV130 3311dS 31V1d 1VOId)d O'bS2 Q — liku — QB O 1IV130(H30V3H)9NIN3dO I1VM On151V31dAL L'bSPo — NOUVA3131IVMHV3HS1VOldAL O'bSfr l 1SdIAI IS MOLLVNSSIDau H3d SI1V1301VO1dAL ZI 'S31ON IV8311,139 IVHl110nl:US H3d S31Md 031V3H13H11SMd 31V809 IMMOOS IV Q3•dN10,1! t•7 c7 w aviu5m i�+'w O1�'"'"�p1O1>Arz ^sw�® ION 3HVSil09HOH3WO3LNVtivoo3dd10.LoH S31VldllISQ31V3tl1-3Hf1SS38d1VS11OBV014Nw a0 ova nlanedis i�1n10 03ZINVAIV903dd1o•1OH301A084 O'ESS83d1N3W03BVt3i'inV(INIY.LxVIO.8/S39O1S1IOHHOHONV 11 wa,'veewfiva-upme+m:311S93M ppli�tE6 lbptl:AVA•WSI-Mf 190Z1:3NOHd 0 4S/E ONV l-ES/Z 1•i"ES/8 1,13d NOliVA313 NMOOUIOH 1VOIdA1'01 10196 N0iE)NIHSVM'3111V3S 0001311ns•1S1HVM31SHLB 07S/631n(13HDSNM00-0IOH1,13d3dA1NM00-OIOHS31V310N1 �.tla 6 ®SNE3SuIJua al IDO -0bS/b 83d NOI1tlA313 IIVM HV3HS lV3Id),1'B •ONfl 9M 9d/d IIVM HV3HS 3801 S11VM HOIH31X3 I1V-L LPIV L ICI$I IOO '0'bS/9 31n03H3S IIVM 8V3HS H3d SIN31N3Hmmi,l 9NIIIVN ONV IIVM HV3HS"9 NO1IVONflOd 3H101 Sf10NNI1NOO 38 Ol SOn1S 031ONf18'ED-.Sf1H1 _ 0310N 38 IIVHS SOfUS Q31QNf18 i N 0 Y?qv 31li m M03H 3$V SMiS(1310Nno(D NVH13HOw 9fi0Z-I9Zg6 VM'11mae3 ann9 wo1A a"K'lc'M gill 30HM"ONn'Wf1wINIw5o111s0310Nf181ZIA9031HOddf1S36'nVHSNVUONIINVHd NONMOHSSWV38'S —yfl— mg.oz's,—f 191mrsz,7l "NOUVONf10d 31-li of sn0f1NI1NOO 38 01 6143nmi,oz-•:snH1 03ION 3811V4S son1S H31%'WIN1 d0 H38WNN 3HL'CE1111 103H SI H3VMRU III NVHI SHOW 3H3HM'0Nr1 'I'MKINiM ClAiS 9NIM Ill ONV 83MA1131111 AB 0311JOddf1S 38T1VHS NVId 9NIMtltli NO NMOHS SHAM 7 'TON IV143N3`J 1VHf11onas H3d S1N31`43H1f1031:1 Onis 7VM IVHfl13nH1S-NON'ONIHV38-NON 8011,131NI TV'E -S310N IVH3N301VHniDnas H3d 30VH9 H38WI71'Z O 'Z'LS ONV CIS H3d ON3931 ONV SNOIIVIA3888V•VIH311H3 1491930'S310N 1V83N30 IVHn13nuivi 1 d 11VM HV314S ONV Of11S -' 1 s 1 t I I N .0-.L=.BrI:3IVOS �,�zs 9. 0 L60Z/9/4 NVI3d JNIWVHJ jooa idanionais 9 1300W uollaw}suoo mJoj panssl >aoM3ov3av 9 cf)� Wo Is` , 31VN`JIS30 S3NI103N3MN0 QdgEI IM DMLMVdC �¢ v 310N NV�d JNIWb2JJ m •a=-- joo� i�Iniomus 8 0 8 1300w �m> 3; o :3-1111.DNIMVNG In �Dog - 0 u,rr1+•e ueu7aN ;UYJ.JVO BOf Z '.14I49Y.131{.l Cn s„wH�o u39vNv1a1�3road —I suawlS wevwt Mou:IMq•ulroaa � A803A0MdJV C S[DO•LIOBt TI39WnN133fONd C) I 0 I Z I I I I ntuwgnS uwugd qmB BLOLOtfOp 08 DesTs Zoe n b8 98 N011dR1OS30 31VO )MM :03f1SS1 ® - tL du - -- - - --_- —®Am M01 l� nouonpmdatm osn�yto 6uc col uoiss,mad uauum SlIV13O 9NIWVHH OOOM wun1OnH1S Z4S 1V OO.VZ® 'r __- s,nayymV-8g0•Aluo i.fmd snp uo—,.-4•{ 31n03HOS H3N31SVd dVH1S 1V1NOZIHOH _ ILOBLoWXSM H3LiVH 8Q ==== -__ , li>a! an•uag lcuoissggud,lo ommu Oq s,tx+1!y:uV ay1'Z '' -�!'_ . Xdo, :H3d SllV13O IVOIdAL'bl " ', i ij r , _ It,_ - ,�' '�ul'NYNTIAA09l0i t45. J'[ - - -- — - ---tr _ _ - i,-- , u `J :Si5uu,nryslyl �. 'NVld IIVM HV3HS ONV 0n1S H3d M0139 S1N3W3HIn03H 3SV8 0NV dVO 1SOd ONV'3ZIS 1SOd'NM000IOH'IIVM 8V'3HS'0n1S DNIHV38'EL ',WgZ9 HOOH MOl 1V •i ` /y\ 4 ii n ` '�H0HV 93d LH9f1AX$ =od NIVH901 HVlnOlON3dH3d NOISS3ddW03 HOH S31Vld dO11V ONIHV38 N91S3001 H3Hn10VdnNVW SSnHl - �� h 7, NM HV3H5 ii ii d00M M.01 %3nddnS SSnH13H1A803N91S30 ONV 031lddnS 30 IIVHS SH39NVH SSnHl L u " ""''- 'i LTS 1V dAl O yM `uoI6ullly 1VOVHBXZ H31dVH BxZ •lt101dAl'S1SIOf HOOH ONV S355nH1 d00H 11V 1V S3113NVOIHHnH VS'ZH HO LH NOSdWIS 301AOHd ' LL u 3N anuany 4jLL 60ZOZ _ u - -- _ ----------- NO _ - --��- — SNb"Id O31VN91S30 SV 3Htl S1N3W3HIn03H 9NIN3d0 rt' r 1 u u ld ONVS3016 SSndi IV13M'S0007 H311NIMdS 0NV'9MMnld'W3mI:j313 T.71NVN03M'W AOSNOW13NOO i - g MOl 11 �•,•, tsjUaw}sanUj 1MOddns OW SNOUV3011WM H3rkWnS SSnUi 3H13O1AOVd 01 MW7VM1NOo l9NId1d ONV DNW%,J50NV1 dO0H H91H 1V ii - �� ` a •• Io c "SV3MV O11Vd 1OOH'S11Nn M3INVH�3$Nl MOVI SOV01 WN011IOOV VOd 03NDISM 38 TM6 53 mm d00M QAL 8 L t5 I U015Ulliv QM NOI1VONnod 013nNUNOO 01 S355nu.LLOO I)ONV U31SVIN 61H 9NllHOddnS SOn1S 31dI1lOW liv e i is t m t B JL_ _ 0�7 'SNOIlOV3H S3SSnH1 H3009 H33NION3 t I _ I _ rzzzzz --- 011IWBn5 O1 H3HniDvHnNVW SSnHl•SOn1S OML d0 WnWINIW V AB 031HDddnS 36 llVHS S3SSnH1 830819 11V (---' --"woo-_--- " r � r ' 'SOVOI N91S30 031HI33dS 3H101 NOI1100V NI 9NIWVHH-83A0 d00UVV101 1V dAl/Z bS I t J 1HOddnS 0103N91S303B llVH5 S35SnH1'03HI003H 9NIWVHH H3A03H19NIN01S30 HOH 3181SNOdS3H 1V 0(}TL0 LL �1a�d SI Z " H3Hn1OVHnNVW SS d0 V3HV 31VWIXOHddV S3IVOIONI N0193H 030VHS r�-y,-1 y pM grL :NOLLVOIAII.N3QI lOHfONd Savor inn ONv 0tl30 N9Is30 3Hl 01 dOOH Mol LY i ; p i; " N011100V NI'NVld NO 03WOWS OV011V01M 031MIUS 3H1001 MSfIM1 3S3H1 N91S30110683Mn10Vdn~ 300HMOl 'SSnH1SlIVMMV3HS3AOSV031VM13801SSnUAO0MN10VOl H33SNVd1HV3HSSILV,NOMMB10M _ �I _ Ir - HlLOvuZ® "S310N lV83N39lVHn1OnH15 Had NOIIVWHOdNI 1V111WB0S ONV SOVOl JAI ONV OV30 OHVONVIS £ _. rr r SM00003H3HM H3LHVH BSZ TC^_.�N3 1 4 C h SSOH10N33I9V9 dAl _ I 'Nb"Id 01 SNOISIAU dO H33NION3AHIlON'NOI1VHn91dNOO L1K ii j 4 � � ONV 1nOAVl SSnH11VNld H0H 3181SNOdS3H SI H3llddnS SSnH131VWIXOHddV SI NMOHS 1n0AVl SSnHl I� L I '3HfllOnH1S OL SNOIlOV38 ONV S1NIOd 9NIHV38 HLIMl3311HOHV 3H1 n8H10H003H,d0-H33NI9N33H101 - �� _ 03llIW8nS 3B 1S0W 539NVHO7n0AVl 0315399nS V SI NMOHS NVId d00H'03N91S30 H3O018 36 Ol W31SAS d00H VIH31lHO 9NIMOIIDH 3H1 HOd 03N91S30 38IIVHS S3SSnH1 H00H'ZL Q Olx9 Olx9 I[�Ja7) i SkIrWO 3H3HM SdDNVlSNOLLVN.LSIIJMi 'ONnWnWINIW1S121L139OlS1SIOEWIHIIV•LI I HOHV83dS31HVAOHUW' p SHn0003Y3HMdAi dAl'NIV99NO1.0-,9 \ l xVIOSVi 10fLMS ^^'^�^•�^•"^^`^""""'®'^"'"�°"""" 'SNOI1V:)H103dS H3Hn1OVJnNVW dVH1S Had S1N3W3HIn03H 3OIldS'31VI03WH31NI S3 LON Nb'ld Had 'OO.bZ®H3991H1nONR �7 OH1HS.ZEl6 L O ^rr77 y,a ee�.aa swsroirc�i aeur+m omwn�e nW'mi� OO.ZL®SIIVN.Z/L LxOX1Ot4VON3HOV300.E®SIIVN.ZILtxIXXIH11M13dALdWUM11VN"WV36d09NlXXn9W30V3H 09 �8 ZO t9 (,`� wa nionais i unto HO/0NV 31b'ld dO111VIA H3AO(13d31N3O 38 013HV NVId 9NIWVHd 3H1 NO GRIVOIONI S311Il M1S M1NO?JWON,OI wog-811fiue-pp nvnu,:3-US93M 009 L-ZEE 190ZI:XVd•006 L-ZEE(90Z):3NOHd '103HIn03H 3B AVW S3SSnH1 HO S1SIOf IVNOI1100VI IIVM HV3HS H3A0 SSnHl HO 1SIOf MM NOIE)NIHSVM'311 LV3S N9nV'9NIWVHH 011311VHVd SIIVM HV3HS 1V'SIIVM 9NIHV39 ONV SIIVM HV3HS 11V H3AO ONIX0018 OIIOS 301AOH d 6 000 L 311nS`1S 1HVM31S 8 L8 -JVOIdAl'S15IOE jOOH-nV lV S311 VS'ZH NOSd WIS 301AOHd"8 ®SL� E3E3u IJua lDC] .M83 d0131BN SS l HV3BO H1SWV3BHSnld d0301S Swag 9EV 301A08d'MO130 13A31 NO NVId IIVM tlV3NS UtlV OnSS Mad S1HOddnS WV3@'O3tPn03H 519N#%YW WV38 03ddOM0 1VH19NI1VOIONI.80.SV SNVId NO HO SIIV?30 NO 35WW3N10 O310N SS3lNn$15gf H11M O3WVMd HSnld 3Htl SWV38-L M0138 8001A NO :1Nv,nnSNO-) NVld IIVM HV3HS ONV On1S H3d S1HOddnS H30V3H'WOWINIW BxZ IZI 38013HV 0313I03dS lON ins NMOHS S830V3H 9 -H31lddnS 1SIOf AS 03N91S30 ONV 031lddnS 38llVHS SH39NVH 1SIOF.1.ODOM•NVId NO O31dIO3dS SV 3HV SH39NVH WVl10HOM ONV WVl1VHVd'WVlnl9 ONn'3clA1 Bf NOSdINIS 9NIHV39 39NV1H d01139 01 SH39NVH xZ 1W B 9fi0Z-IOZ96 VA1'tlwia3 anup ma IA U eI eaM 91d1 ALNVHHVM 9NHOOIJ AS lmrveuc yQr'mn,m Z6Z5'fiStSZP�'nJ .....SZ•'_'L47m 03tlLn03M SV S3903 JMH1t9HS03Y7018Nn 1V 7.JNVtMi N33M13B O3tl31N315dLYJ 9NIH1V3H5'.3M/d 30tA0Md S3903 ONV SON313NVd N33M138 30VdS NL MOl1V UNW ON313W-1 U30OVIS ONV S1MOddnS W NVYDION&M(NOW MIp 9N09 NwE)3WV H1IM 9NIHLV3HS AVl'ONn'01313 3O.Lt0OW M0313Wd 1V 00.90 S11tlN.T/I vMIO.ICt'0 HUM 9NILVV83 40011 01031NN 33 019NIH1:?HS SMON WH3N391v8nMWS 0NV NYId Mad 9NNlVBHS dOOM'T -S9NIMVHO IVHn1O3llH31JV 83d SIIV8OHVn9 ONV Slly 3O 81VIS S9NIMVHO H3I)INIHdS ONV IVO1H10313'9NI9Wnid'IVOINVH03W H3d 36llVHS S3dId 0NV S3SVHO'S10n0'1lV'E rr 'S9NIMVHO S.1031]HOHtl 3H1 H11M SNOIIVA913 ONV SNOISN3W10 11V AHIHEA•Z •Z'LS ONV L•LS 113d ON3931(INV SNOIIVIA3H89V bI)J311HO N91S30 S310N lVH3N39lvHn1OnH15•L 0 NVI DNIVYVU H 1 T � 1 t z, -0 N A-,1=.8A 81VOS x L WZ/9/6 '�� € 0 uoilonJ}suoo N`dld-nVM HV3HS 18 dnls INOIlbf0Nnb=i�1daf110n8is 0 1300n M Jol panssl m 1.00 I S V 30 b3NV „^ H C (n 31tlN91530 S3NII 03N3NHtle b i (n :ld381Rf1N ONIMVW1 i 310N }I 1013A 31 ` l' Nb'ld IWM 2Jb'3HS z 18 cinis /N011WINno0 s tl ivi:j ion,�1S z q 0 -130 0 h S H n EO l3A�-- 10 :3'LUI DNIMdNQ I n HooH 0 01M-R uauluN I z -A8 Q91103N:1 (n zryloH 6n00 •113OVNVW J.33f01w suanolS..M :401-MKI - IMIX- 77 :4803AOUddV C 5100•11031 '1ilR1Yn\133fo11d 0 I z I I �J ZiJ ZI80H 94(Z)'91H3A i7U Jr•J LJ 6� �J Tt00iW vLi �i IIV130 33ndS 31Vld IV31dA1 O b52 30.B1®5#/M IIVM F1110N(L IwKuO°S IWIuud DF08 9Lf17.ot:90 IIVI3G IH30V3M DNIN3dO IIVM On1S 1V31dA1 Lb5/G W31S 3NO3 M.e ►ifkam FIIIDNRI FlflOMil bM0!Na bI(1OHR' rinGHZ NOI1dIUDS30 31VO NBtlW NOI1VA3l3llVM HV3HS lV01dA1 Ob5/b rtOOHta 9V'l_�l� �TII3IOHo Flf40H0 'Y1�L _ 8 1, F11gf1� \ - r-- ---- J r b.' L�1�17 H3d S11V130 lMJIdAl ZIasi3 1 'r---------� __ J r---------� 1 vs 13 ; - ---------- r--------- "---'" 't ------ -"-+ 1 ------------'+ ' , p�S ld rp -----J I i o3RSSI - /�"'- l/-_—• ( �------ -1��7aJ Ys'li�Q i F'�'IN�lly ------------1 �o 1 i i J L-T b1� 1 olfMHta •sonan mdu,o asn,a Io duc,o uorssluuad uanum S310N V014O 39lo1ff119f181583d53171d031:?ITS0Vi SS3Hd-3unss Wf1100Si09 kfO103H I I -_ p 4 ! ION 3HN Sll08 UGHOTN 0321NR'A17903dd1040H S31Mdl11$fH173HP.619ag 1 Siv iloe V8UGH71JV ' ' ' 1 r----------+ s,uauymy ulug0-Aryo imfwd ssp uo as»,od.E x , itM6il'1 M , r_------__� 1 1 , 1 ' 'oau>,a•Tuo�ssgm otivumlials,I�on 037MA17903ddIP10H 3OlA0Ud O'EYa FCdd lTt3W0381V3 WAWMIW.Z VIO.B/53801 S11088pHONG•'lL . I 1 i 11 1 1 t ; f-' ' 1 1 11 gfgHBi 1 f 1 CifgHla 11 1 I 51 1 dl 4:W�yl'Z I r_-r 1 1 I , 1 1 "o I-N",IK NA0 910Z lq'J4Xdo3'I '0'bS/E 0NV I'ES/ZL TES/B H3d NOUVA313 NMOO-GIOH IVOIdA1 01 i , 1 1 I , i 1 , i I , 1 I btf10H :si fiuulury slyl RHIBOIIISI i 11131Y dA!•119NO1 i t i i r i 1 1 1 1 I I i i Kj R 17 0 173/631nG9H3S NMOO-OIOH H3d 3dAL NMOO-OIOH S31V310NI !� '6 C a ni L:09d0JaWA.8.1 i ' i l i i i i i i � i i I � i i i � i '0'bSlb H3d NOUVA31311VM 14 3HS IVOId U-8 nO WH151 "no, 'ONfI 9M 3dA1 IIVM HV3H5 39 Ol SllVN1 H0I831X3 11V'C owzuj 0 Z3 VAA 'UOIBUIIJVI L+ 1 1 , H�UV1 ' t'•NI ZNN' 3N anuany u;LL 6OZOZ 0'GS 531 03H3S IIVM HV3HS H3d S1N3W3HI 103H JNI IVN ONV IIVM HV3HS'9 Q^ 4�.-__------J -- I - --------- GJ - , X-slStl07001 1 _ 01 t 1 , F Io Z! 1 ' 9U3NN.S0(I1S1 ' SOOH I j i i .. /--1 'NOI1VONnOd 3Hl o1 Sf100NI1N0338 O1 SOn15031ONn8 SOHl 1 1 1 + 1— V'_ IV e310N38llVHSS0f115031ONi1830838WON3H1'03�103H3HVSOf11SO3lONAgWN�V)Hi13HOW � � `�9 ' FIROHm 1 1 i j i i ' TtO0HR1 1 1 i t ' W `s�uaw�sanu� lVdAlO0.8D ; r + 1 1 i i 1 1 , r 1 3H3HM'ONn'Wf1WINM SUMS O310NAGWAS 031HOddns 38 I1VHS NVId•JNMVHd NO NMOHS SWV38�9 � 1 � 1 Q�nu�y1 � '� I ' , �'` IfUIB0114S'I 1 1 L- 1 1 1 I 1 1 5m. '1,� LO Zd I l0'Z3 ' SO'ZH f l PMOMPJ ! H iO Zd '_ L___-----_I - r" TlRfl UO}L/U1�.Ib QM NOIIVON Od3H101SROONI1N033801SH3WWIH1'Z S H1 r, 03AON 3811VH$SOn15 H3WW1U1 d0 H38WnN 3H1.O3LAA03B SI H3WWIMI Ul NVHI 3HOW 3H3HM'ONn F 0 Zd r ' i rtnOipZl y + i C + 0 Z3� r 3yp�Hul � Z3 , �•8'l�l� 007 'WOW6`ilNt On1S 9NIN 11)GNV U3WWsd110 AS a31HOddnS M T"S NVId•JNWYYHl NO NMOHS SH30V3H'b '�T� , 1 I MGM 1 i i 1\10 Ft110'. F Z; 'S310N 1 ° I 1 I, I I � L_J 1 1X31tl dA1 , 1 t , I i dA! IVH3N39 IVHn13nH1S H3d S1N3W3HInO38 On1S 11VMlVHn1On81S-NON'9NIHV38-NON 801H31NI 7V-6 .Z9&1 1 I 1 i __L_J _ A� ' 1-___; �y 1 J 1 h f,----i 1 S"Zd 1 1 r 1 I 'S31ON IVH3N391VHn13nH1S H3d 30VH9 H38Wnl'Z , `� i ' ' 1NI1VdA1 �1 I LJ OL LL �1aad _ S310N NVId H3d 1 r L i OH130018L@V#/M I I i t I I SZd 'Z'LSONV VLS H3d ON3931 ONV SNOIIVIA3H88V'VIH31IH0 N•JIS30'S310N IV83N391VHn10nH15'L 1 , 1 ig i 30VH9 NO BVl53N00.b 11 8 ; 1 , ' -NIlVdA1119NO1 :N0ilv:)IdiiN3QI i33foldd i I , 1 1 i 331f1`03NOS I J 1 1 N NV VM T/ H NV i `--- '-`--ILnON-------+ 1 1 , 1 1 , LNO idD LxAA.9-.L ; , ---- -_1 1 1 , IIVM HV3HS NIOMI' r 1 , IIVMHO1H31N1IV31j ' ' ' ' ` 1 , i I 1 L----------J L----------J �IfH!9pNlSl ' , j SlIV13O NOI1VONnOd 1VHn13nH15 CES Ll5 ' ' I L----------� r --' 1 -------------- • ---w--------- ' 1 L___------- * 1 1 1 , SIIVI3ONOI1VONnOd1VH1n3nH1S 0'ES 1 ._J •l - -----J 1 1 , 1 L---'-' �.{w� L-• 1 r� � 1 'L Jl1�("r— 1 1 I r------------ 1 , 1 1 .'�-----_------1 , I J L J J L°J OiWrR :83d SlIV1301V31dA1'ZL tlSLd `----J 1if10N i L_J $1 1 1 �_� i L_� i I(UNOHISI ____ VS'ld 'S31ON1V83N39 �. ---�B9 L.914- - _—. - _tl�tl50�_ _ s•_---J ' Ti�� T-1 �H1S1 �ei Vy790HlSi J -1 lVHnl3nHlS H3d S1N3W3HIno3H NOIS30318VOIlddV ONn'G3N91S30-H3001838 I1VHS SHIMS 1331S-Lt 31n03H3S ` IIVAA HYdHS NI ONn L°J I10 H L�J L�j ll1gH L°J :sav�is Nou.vx.I.sI03x "13311HDHV 83d SIIVM 1N3W3SV8 ONV W31S 313HON0311V d008d 3Hn1S10W'oi •IIVM 8010LX3 IV31dkL VS'Ld VS Ld b9 Id V5 ld M '031tl3H1 �0 ZO EO 90 L0 80 EGA -3HnSS3W 38 IIVHS 30VH9 03HSINU d0.9 NIH11M HO'H3H1V3M'313d3NOD 0103SOdX3 OOOM IIV'6 v oauxe9nWroin,•�ore�,u000iwroaN L wewmi© wanJ_onaisi 1/VO IF0QZ0-L0EZ0)H3d 30VH9HSIMd3AOSV.9do WnWINIWVNOIlVVM311VNV1NIV1NrM S1MM a.—Ulbu-P mw,m:311SB3M 9NINIV13H1H913H 1V118Vd IIVNOSN01lVA3l31WM13NOJ/1131383NODjOdDiJilb3AOl WOS7VULF='S 009L-zEE(90z):XVd•0061-ZEE(90Z)3NOHd WM NOlONIHSVM'3111V3S 'O-ES/b ONV'NV'Id H3d 1N10r IOUN03 S31VOI0NI r3'L OOOL 311ns•1S 1HJVM3IS BlB ®S 3 U I El U 'S3lOiOOH'i 391VHn10n815 NOiivu 310N IIIIIIIIIIIIIII_ S71HOd38 H331039 83d S1N31'N3HIf1D3H H3N10 ONb"SNIVHO 9NI100d'llld 1W(W9nH1S'NOI1VHVd3Ud IDG� 30VH98nS llldlVHn13fIU151f0/0NV11053AliVN1N313dONnNOHV38OlVA31SONtlOON(hl 0H iX•9 ONn'.P,O=SNOI1VA313 9NIlOOd IHOIH31X3/1 HOIH31X3 d0 dO1lV31dAL'ONn'.Z-,L-=NOI1VA313 9NIJO0d(HOIH31NV1)HOIH3INI d0 dO1lVO1dA1'S LN dL If1$NOO 180d38 H031039 H3d IIIH HV1nNVH9 DNINIVHO-33Hd 30IAO8d'S33Vd5 HOIH31NI1V HV1S M0138 H3IHHVS 80dVAlIW O1301A08d S9NWIWOlVHn133UH7Us' ONV IJA130183d3H NOILVA319 BV1S/1IVn13V HOH'.o-,o03Wf1SSV N011VA313 IftW..0 SVIS dO d01'F M389#(£) FHid3G l .0•.E .0•.£ 0'£j e69z-10z9s vM'°•ti�^9 M!,0--!Alu.-K-M 91LE SONIMMI 1tlHn13311HOHV H3d SNOI1V301 ONV SBHn3313H3NO3 M389#U l .9-.Z .9•.Z 971 ,,,,„o��.y.ry,m.�m zrzs•ssz'szrAl I9IEssz•szra•, WWVUOlWf1133111/D11V H3d SlIWOWf19 QNY S1M130 UIV15 S9MMW0H3TAMtfd$ON7 IV31HI3313 M389#1£1 L .0•.Z -ON18Wi11d-"jNvHa3W U3d SUW ON7S3SYH3'=no-17 IWAH 014V S83TtNIHdS IJMBYIfild'SU31000 s83Z33U3•SVdS Sloodl klW S1f10=IS'S3d0'vS ONV SNAroO'S11VM NONVONnOi NI SDNWW HOOD TA• M3 8S#(Z) t ,9-,L .9%t VS'Lj 313's?NOO 9NIUOOd Ol NOW SWWO H11AA ONW INH 31/1 A31V3A OW 31VOOI 11MS U0l-W1N07'C M389#(Z) L 9,L 9.l 9"lj 'SE)NIMVHO lVHn13311H3HV 3H1 HIM SNOIIVA3I30NV SNOISN3WI0-nVAHI83A'Z S1N3WW00 ONI080jN138 H101M H1ON31 3d1.L 'Z LS ONV LIS 83d ON3931 ONV SNOIIVIA3H88V'VIH31180 N91S30'S310N 1VH3N39 lVHn13nHlS'L 3ZIS :SILON NVId N0I1V N 3-m03H0S ON1100d UVgUdS 0 T t I t ` L b OZ/9/6 Z•DZS O uolloni}suoo NVId JNIWVU:I doOl� aNZ ivtinionu.Ls o-i300W �a om aol ponssl Cn L• o I sv -NHOM do M3Uv 31VN01S30 S3NIl 03N3NUV0 l :dF[gNfINDN1MdII0 =m :310N 3 m L0I3A31 NVId $ z -i ONIAV' JJ �100�� e4 z m,�-- 3,- aNZ ��f1iomj1s _ 0 19aOW g FL-n 3A3, 30 :27,LI,L DNIMdNO C) i00U �- O au•en.o MON 'NI\'1dYO80f z A9 QI:1,3H, Cl)—PH 0-0 1 7f1'aVNVIIl 1M. � .....Is ww,w I 'Uo1J3410 L,3f011d JJ A9 UAA03d n' C smo-LLosl Innr�m 1J3fOHd C) I O CLO Z I M1•awprlS tuned oupPnB I 910UY1t190 NOI1dlt=30 31M0 mum s,Va;=u!mgO'Aluo taafmd slyt uo am iod as leuorssolmdJo 10MUM III s11-1!431V a'LI'Z 'a01'NVIU'.iA0 910Z�uQ*'I 1 st Su si n '1 t N9rm U30018 i n ii 1 8 t SUIVIS'13315 I it u wP 'LL WIOISIc U'3�9 � t I 7O31lln I/t.. �11 tom' PCs-es_ 't ri 0—==-=_= L6xLlSd - li , - - WI 6xClSd - 7: yM `uoI6ullly t - - -- - l --� `I- 3N anuany uILL 6oZ0Z 0 _ ____ ,Iv uo}6uilab' Q/N o � � - ---� II ' lI t , OOj d L '1 O II 1 I IQ LLVed 1)(31VdA1 00.ZL OLZ C G >01®OLxZ �70.910001 ' I N0LLVDI3II-NXIIlD3fO'dd - i I IS SlIV130 ONIWMHd OOOMIvdnionas Z'bS S,IV130 ON Mud OOOMIVHnionuis L'ts Din03HOS U3N31SVd dVH1S Iv1NOZIHOH ILOS LOI X'XS/X :H3d SIIV130 IVOld),1'EL _ _ _ - - _ _ 111 I X0301M L O 0 d1.1'00.91 H 1SIOr xZ 'MO138 HOOId NO NVId IIVM UV3HS ONV Onis ti 03H3dv1 NIW d0.b4 L U3d M0138 S1NM3HIn03U 3SV8 ONV dv01SOd ONV'3ZI91SOd'NM00-OIOH`1IVM UV3HS'On1S 9NIHV39'ZI :Sdwvls MouvV LLSIDUH s3 E)H HV1d dad �w 90IS3NONO.bZNVHl H31V3U9S9NIN3d0d00H0NVUOOId IlVONnOHv S1SIOr318n00301AOUd LL �^Q O l 9H1H5.blE 9J Ii1 �030x9 ww<Po:ubw royi�wa gyp""E �� •ONn Wf1WINM ISI.M L 380L S1SIOf WIH IIV OL `J •J LJ vJ �vclni�nldis i unto way sreewfiva-lap mMm:3L583M (03UIn03W 38 A'VW 51510r IVNOIiICG%O lIVM V19MS 83AO 4W It)NDIIV'ONWMUJ 01, 1VUV 3, d S„W/1 VV3HS 009 L-ZEE(90Z):XVd•006 L-Z0E(90Z):3NOHd 1V'Sl1VM 9NIHV39 ONV SIIVM Hv3HS IIV V30Nn S1SIOr 3,8nO0 HO 9N0g018 OIIOS iHO13HTni 30NOUd-6 40 496 NOiE)N IHSVM'31.LLV3S 'S31V,d dOl mnO0 NO UV39 ivHi SWv38 HSn,i i0 3018 H0C3 dI,O m 30V OUd'MO138 UOOIi O0OL31Ifls•1S1HVM3ISM NONMId'rWMN"HSONVOnLSU3dSIUOddnSWNV39"03UU103U41ONIWMliWV3903ddOU01vH1ONILVOIONI 05 1=1 3 B U I E) U E) .90,SVSNVId NOVO'SWIW NO3SIMU3H1003LONSS31NfIS1StOr HLUN03Wvd3HStI,i 3UVSNNsB'8 IDC3 MO138 HOOIU NO NVId llvM UV3HS ONV Onis H3d S1HOddnS H30V3H wININIW P7,(ZI 38 013HV 031d103dS lON ln8 NMOHS SU30V3H•L NV-ld NO 03IHI03dS SV 3HV SU3ONVH ,LNV.LiflSNOD WVIIOUOIWONV WVIIVUVd'WVlnl9'ONn'3dA1 Or NOSdWIS 9NIHV3839NV-U d013901 SU30NVH xZ IIV'9 '031V381 -3UnSS3Hd 38IIVHS 30VH9 09HSINIU d0.8 NIH11M HO'H3H1V3M'313UON00 0103SOdX3 000MI1v'9 4Gp'•14'p6 vn'n 'a wµM"'61>uvnc nkinuL 'SSNIMVHO lvHn133llH0UV H3d S11VUGHVII90NV SIIV130 HIV1S'SONIMVUO uuwatG'�'u.n :,sarsn rV urtcccrlr+ H31)INIHdS ONV lV01810313'9N18Wnld'IVOINVH03W H3d 38 IIVHS S3dld ONV S3SVHO'S10n0IIV'b S3903 ONV SONS 13NVd N33ML38 30VdS SN MO„V SIMOr ON3,3NVd V3OOVLS ONV SISOddM 01 UV,n]1OWUV3d INOU-INP0 ONOV NlVV9 39Vd a,MILM ONLHIV3HS AY1'ONn'0131d OO.ZI.ONV M03,3NV4 IV 00.9•SIIVN 2A ZLM10.191'0 HUM OMNVVj 0103,IVN ONV 03n,O 38 Ol OMHLV3HS"S310N NU3N3O,VHn10nva ONV NVW U3d ONMY3H5 MOOM E SONIMVHO Sl331lH08V 3H1 HilM SNOIIVA313 ONV SNOISN31NI011V AHIH3A'Z -Z LS ONV L LS U36 ON3931 ONV SNOIIVIA3H88v'VIH31IH0 NOISM'S310N lVH3N39,vHn10nuiS'I O 1 NN d UNIMMMOM9 I I I r dLWZ/9/6 N .o-,L=.en:3lvOs V�• V I.J J! o uoilanJ}suoo NV ld llVM UV3HS'8 ants L OMA ONZ 1118monulS 5 i3QOW �9 Joj penssl 1?s� BOO ISv 1NIIG 30AHVG $ 31VN01530 S3NI103N3NMV0 -d3f3NInN DNIMVdG I m� 310N 37 101�3A31 NVId llVM bJV3HS 7� I J B� � O an1S �loold 5 z i013�I� �NM00'OIOH dO Ho d F GNZ Td nlpn2ilS 3 O NOI1VOOl 531VOIONI 0 l3aoN I&-n �-co-1 :3ZLI I`JNIM d�IQ m 0� \/ 0 alnelva mwN I NIV.1dVa 80t Z 1 ".11 aq". :1.1 (n valoH 6�+00 :M30Vt VW 1J3tOMd suona s 1IICHaIW WADEIMI0 LI3101M m :All OdAOHd.IV C Sl00'llOslI :111nWAN 1-RfOtid I FJ ZO ® 5J L'J 60 � / rif�KlNIF �G�J rInOHIF lnOH10 rtnOHfD rInOH:c^ J VVICHLO —ImylM-S lww 1*1-0 1 s/OLVIM rtnOH¢I Cltlibilb ZM ! ZM ••nOwc r1n0/diI eLnaHIF ZM ! W04161M0S30 31V0 >1Mvw a ZM 71"OtO, _ ZM ZM r\7—inO�m -uoganpw&v in asn laVlo Rue jol uo!ss!uuod ua0µu CInOHOa Clf10HlF 'vim• s,laal!gajV u!wg0-6ryo laofwd s!gl uo asn uo3'{ n 5" rInOHIF rinQH(D 'mwaS!auo!mlwdjollDtff Wa1 s,InanVaM oV1'Z 'auf'NYYY8XA0 9lOZ 1'IAIi41oJ'! :sj su!mwp s!gL sISO 09131'• n I! � rn 9lsr o = o -�' NnOHm � Os13W 9fA rin0ait yM`uojbUljJy C yl�, ZM ZM ZM 3N onuanV glLL WZOZ 80 -HOHVH3dSHnOOe - - o—J IN 1N11V _A )O,91®bxZ OInOHIF rinoxD `s�uaU,l}sanu� 91A CI 9xD o 7 � BIA D rl nOH(V f I V QM rinOHCD 9150 �...\,1 , ZM z UO DUI.I �- ..� .• rtnn,�In �- �103 rInOHID n � o e O0.91®9xZ 31n(13HOSV3H a c LL Ved '11VM MV HWtHUNI NIONn " 31}U TfJNAI NOI.LVOHILN3Qi 103f02Id WSW 00.et O B■Z 091SW ylS; 3 nmos VMM0UVMA WIVOIdA1 bM . 3LSO -- 91S0 8M 1IV130 3011dS 31VId IVOId)d O'hS/L (ems!%�- fAA � IIV130 IH30V3HI 9N1N3d0IIVM On1S IVOIdA1 1'VS/V NOIIVA3I3 IIVM HV3HS IVOIdAL 0'VS/V :SJKV.LS N0LLVNZSI09H H3d SlIV130lVOA1 Id 'ZL re asobv irc avioM.��omusu i ® 'S310N IMi3N39lMln1]nH15 Mad S31V1d O31V31i13Un553k.'d 31unspydydoe IV SJJ 03HIn03U ova niantlis i InI� lON 3MV 51109 MOH]rlV03ZINVAWD03dd10'10H'S31VId Ills 031V3H1.3HfYSS3Md 1V S11D8 HOHONV wro sreeu!6ua-op mmm:311Se3M 03ZOIVAIn 03dd10'I0H 30111,0Md-O ES73 Had 1N37Y038W3 WOWINIW.L-V10 9n 38 01 S1108 MOHONV It 0991-ZEE(goa):xvd•006L-9EE(903):3NOHd '0"VM ONV l'ES/Zl TES/B H3d NOUVA313 NMOO-OIOH IVOIdAL OL LOM N0i9NIHSVM'3ULV3S OOOL 311f1s•is 1HVM31s HLH '0 VS/6 31n03HOS NMOO-OIOH H3d 3dA1 NM00-0I01-1 S3IVOIONI ag IF 6 ®Sl-J uISu =3 aH lDC1 -OVS/V H3d 3HS 3 D IIVM U018Y3HS lV3idk.LX3II1'B 'ONn SIM 3d01llVM HV3HS 38 Ol SIIVM HOIH31X3l1V'L LNVi Ifl$NOO 0 VS/9 311"109HOS IIVM HV3HS H3d S1N31`43HIn03H ONIIIVN ONV IIVM HV3HS'9 'W011VOWn0i 3H101 SWnRlM3 38 Oi s0n1S 0310Nns Cc;�o URI 0RON 38 IIVHS SOMS 0310NO8 10 H38WnN 3H1' MInO3H 3W SOMS 03iONn8 fD NV ll 3tiOW rfA'•I0.'tl6\'Mtiw�3 a.!an awN miyRy ryN alll 3H3HM'ONn'WnWINIWSOn1S0310tinS(Z1A8031MOddnS381WHStKId ONIWVtld NO NMOHS SM30 S Muv�uurly.um [I'.'f.STSLf 1lICb5=RrW 'NOIlVONnOH 3H101 SnOnNI1NO3 38 Ol SH3 W WIHl'QZ--:SOHl 0310N 38 IIVHSSOnls H3t9Wlli1 i0 H38Wf1N 31-11'03HIA03H SI H3WMaH111I WVH13HOW 3113HM"ONn 'WnWBAW On1S OWX It)ONV 1,13MI111 WAS 03180ddnS 3811VHS NVId ONWIVMA NO NMOHS SU30V3H'0 'S31ON IVH3N30 wun1Onuls H3d S1N3 W3HIn03H Onis llVM IVHn1OnH1S-NON'ONIHV38-NON HOIH31Nl IIV'E S31ON lVH3N39 IVHn1OnH15 H3d 30V89 H38Wn 1-z 0 7LS(INV MS H3d ON303I ONV SNOIIVIA3H98V'VIH311H0 NEAS30'S3iON lVH3N39 IVHn1Onuis% 1 N NVrld ldM HV3HS ONV onis s h E F I t 1 2 1 5 SUBMITTALS D STRUCTURAL-GENERAL NOTES DESIGN CRITERIA AND LOADS CONCRETE CONSTRUCTION per lBC Section 1705 3 and Table 1705 3 induding •Periodic inspection rooured for DYKEMAN OCCUPANCY: i Rik Category of Building per 2012 IBC Table 1604.5= g SUBMIT FOR REVIEW=SUBMITTALS of shop drawings,and product data are required for items noted in Size&placement d ail minforcmg steel poor to the pour. 9 ry g P tin imwid.rthaoi sections and for bidder dosgndd elements. Placement clearances around reinforcing steel at embedded conduit GENERAL REQUIREMENTS L Placing&size of cast-"lace bolts and embedded fabrications prior to the pour IBMITTAL REVIEW PERIOD:Submittals shall be made in time to provide a minimum of TWO WEEKS or Shape,location&dimensions of members formed WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM 10 WORKING DAYS for review by the ArchitewEngineer prior to the onset of faMcation. GOVERNING CODE:The design and construction OI this pro,ect is governed by Ina lyderratiprnal Built c Use of the required design ring to mix mg Code(18C)",2012 Edition,hemaher retained to as the IBC.as adopted and modified by the City of Ultimate Design Wind Speed,Vnlr (MPH) 110 c V emte lion o u spedban Cutup temperature and techniques. Att ton.WA understood to be the Aulnor Havl Junsdlcbon AHJ. GENERAL CONTRACTOR'S PR10R REVIEW:Pia W submission li the ArcMectviewed AT the Camactor c Verification of madu concrete strength prior[o removal d shores and icons from beams and whg sY ^0 ( ) Exposure Category C shot ors the a war o tar cthe Ge eml Dimensions and put"it xo not any AT Ind SER.and e,42s,2i5]lat fii'1zi25e.szu wimiednwwii,er vler0tom_must by vomn0 W the General ConVGCWr.ConVacto stop provide any necessary dimensional struchmrel slabs REFERENCE STANDARDS:Rotor to Chapter 35 of 2012 IBC.Whets other Standards are noted in the Internal Pressure Coefficient CPI= 11-0.18 dawn requested DY mo Oefala and p:ovde ins Contractofs renew stamp and sigmure Dafore IDiwardng •Continuous inspection required during the: Ilea N"ru stunnr tiro tvhr Txrter4 W,%M2a-2Mlb drawings.use me latest ed4ten of me standard unless a specific date is indicated. Reference to a specific Topographic Factor Krt= 1.0 to the ArchitecUEngineer. o Placing of reinforced concrete,for proper application techniques section in a code does not[site"the contractor from compliance with am snore standard I Placing Wind Analysis procedure used: Directional Sampling of concrete around cast-in-place bolts and embeds DEFINITIONS:The following definitions cover the meanings of certain terms used in these notes: SHOP In,NodING REVIEW.Uhce the connector nos comDlNed Ms ranee.the SER will review the Sampling of fresh concrete submittal for gariaral comormanrx wart Ire design content arid the contract tlnted as s d me the con!mc- and Determinations of slump,air content and temperature win stamp the submittal accordingly, Marfimgs a comments nhall not be tdri57fii 11 as rehewng the contrec- r Gfoutug ppetnt of posUnstalled bolls or r r dowels CONSULTANT: 'Arcli�ctiEngineef-The Architect of Record and the Structural Engineer of Record. COMPONENT&CLADDING PRESSURES for DESIGN PSF tow from compiwoe with me project plans antl SPecdcttions nor departures theta from The SER will return (Ultimate) Submittals n tot forth they are submitted i^(ender hard copy a electronic) For hard copy au0mitlalR,the 2 • 'Structural Engineer d Record"SER-The structural en ineer who is licensed to stain &si n the STRUCTURAL MASONRY er IBC Section 1705 4 and 1705 12 D shudurai documents for the project.The SER is responsible for the design of the Primary Structural Wall Cladding,Typical Zone 32 contractor n resp0nsibkt for wamm�g the rogared num00r of copies ro Uri SER for reu+ew p System Wall Cladding,Edge Zone within 6 feel of corners 39 p g P 9) LEVEL A-MASONRY CONSTRUCTION per TMS 402-131ACI 530-13/ASCE 6-13 Section 3.1.1: = NOP DRAWING DEVIATIONS:Wren shop drawings(component design drawin s differ from or • CI "Submit for review"-Submit to the ArchitecUEngineer for review prior to fabrication or construction. Roof Cladding,Middle Zone 26 add to the requirements of the structural drawings they shall be designed and stamped by the responsible Periodic inspection required for. • 'Per Plan'-Indicates references[o the structural plans,elevations and structural general notes SSE Compliance with required inspection provisions of the construction documents and the alp- E r G n E �-, rjg Roof Cladding,Edge Zone within 10 feet of edge 64 proved wormna s. 618 STEWART ST•SUITE 1000 • "Specialty Structural Engineer"(SSE)-A professional enmedr(PE Or SE).licensed m Inc Roof Cladding,Comer Zone within 10 feet of comers 89 DEFERRED SUBMITTALS SEATTLE,WASHINGTON 98101 State where the pojea is located.(typicality not the SER(.who performs specialty structural engL WOOp CONSTRUCTION p,r IBC Section 1705,5,1705 10 1,&1705 11 2: PHONE(low)332ckerg•FAX:rn 332-t 6pp nearing services 10r selected sp¢ciaflytmgineered elements identified m the Contract Ooaimenn Uplift Load Net 5 B(D�F,R-DESIGNED ELEMENTS WEBSRE:www.dci-enginaers,com and who has expetence am framing n the Speclahy-Documents stamped am signed by the SSE Submit-Bidder-0esigned'd,l,rted submittals to the Architect and SER for review The deferred submittals •Pero cc inspection required for s.verification of ec nfi I /ST r�U CTU iii shay x completed by or under the dwect supervision of the SSE. than also be wbrruded to the city for approval,if required by the city. o Shear WapR AnMa Boas.Hold-downs(HD)and ConMUOus Roll 7'c•Oovn Systems(TDS) pr,�.fip r oc,�i,c.i,+.i..m i,�ain�gn:aeu•ra induding squash hlocka LPT shear,connectors,strap wnheclors,boun sly edge nailing "Bidder-dealgred"-Components of the structure that require Ina general contractor.sub- contrpctor,or suDpl,M woo is responsible lor the design,laaicatgn and nsfaaalion d specialty. SEISMIC Seismic Design Category: SDC= �D Design of prefabricated,'bidder designed",manufactured,pre�ngineered,or fabricated products shall !at--naiing and panel edge anear nailing for siM b speciisg wAsam tastarnr spacing of the =RATI^°"' TA : dngmeere0 ekm,ms iden00sW n dhe Contract Documents W rolam tlro services of an SSE submit (DESIGN: I be comply with the following requirements: shetthing n 4lrtches or less. tots ol'BdtleraKryhea•elerhams stall be stamped and signed try Ire SSE Basic Structural System Bearing Wall 1) Design cotes+ders tributary dead,live,wind and earthquake loads in combinations required by c DwDhragrns Dbckng_strap connections boundary edge and panel shear nailing size 8 REGISTRATION STAMPS: IBC. spacing whore huncrar spacing Of tin sheathing is 4 inches Or less. SPECIFICATIONS Refer to the project specifications issued as part of the contract documents for Seismic Force Resisting System Shear Walls 2) Design within Use Collection Limits noted herein and as specified or referenced in the IBC. c Moisture content of wood$buds.plates.beams and joists. Ol L, t1 Informal supplemental to these drawings. 3) Design shall confor to the specifications and reference standards of the governing code. o Proper bottom plates sizes(2x and 3x)and plate washers C Q. a4 C m Response Modification Factor, R= 5.5 4) Submittal shall Include: c Roof truss'hurdcannedips ve OTM1 AY(p7 OTHER DRAWINGS-Ral&to the architectural,mechanicaa oledtncai,civil and plumbing drawings System Over strength Factor Omega= 3.0 a. Calculations prepared,stamped and signed b the SSE demonstrating code confonn- fo ddd4romal mfetmalien induding but not limited to dimensions,elevations.slopes,door and endow open• a� p g y g POST tNns soon b ANCHORS TO CONCRETE AND Ms set fort i nth alp prr•wart 18C Seclion 17 Re- ings,non-bdarno wars,slaws,fnsh:%,drains-waterproofing.mAngs,curtain wall%.elevalm,vms Os- Deflection Amplification Factor Cd= 4 b. Engineered component design drawings are prepared.stamped and signed by the SSE. Inspections a va^s Inaa De i^y the assign with Me n sions meets oat forth in drawings approves fCC Evatuatnn 1W pressions mechanical unit iocattens,ono Other nonstructwal teems. Site Classification per IBC 1613,3,2&ASCE 7-10,Ch-20 c. Product data.technical information and manufacturers written requirements and Agency STALLED and as ANCHORS a trio at me re ous f ends spedped on the bass of t Rel&W:pe POST insane. Site Class= D approves as apptraote. STALLED ANCHORS section of Inese^Dace for POST IN that arc rho Oasis of the design. themore.E STRUCTURAL DETAILS-The structural Wawings are Intended to snow me generof charac:zr and oxlent d d SSE may submit 10 the ArcheacVEogneer.a request to ublru relevant aMrnate desgn for ah eroll wisely an Atoa are ea s mogsd m Ind POST INSTALLED ANCHORS sR"re mesa notes a End project and we not intended to show ON details of line wok Use entire detail sheets and spea!e defaM Seismic Importance Factor per ASCE 7-10 Table 1.5-2 le= 1.0 cum of ashtw nature and generally equrva6ency which n rotognized try the Code and as ohanwse specdan on she t 2012 Is;recagwed require approval Services Me SER and poi su Special in- referenced in the plans as-typwar wMms'er May apply, Suasany,use detais AN i m re sheets with'rypi:a[acceptable to the Avmonty Having Juestlrcton Submit adequate documentation at de• spec cl shaft ocins and current 2 pe IBC recogm:R ICC Evaplianc mo,each (ES)e e elements is requt requited in the name wherever They apply Spectral Response Acceleration(Short Period) S,= 1.058 special snag Document n their Special Inspection Reptxt compliance wtiln each or me elements requued sign within w me applicable ICC Evaumion Scri ces(ES)Reptr. - Spectral Response Acceleration(1-Second Period) Si= 0.411 pp PROJECT IDENTIFICATION: STRUCTURAL RESPONSIBILITIES.The structural engineer(SER)is responsible for the strength and Spectral Design Response Coefficient Short Period SDs= 0.760 LIMIT stability of me primary sbacure in its completed form. P g p ( ) g DEFLECTION VERTICAL INSPECTION WBMll be re Specai cacti Sion reports shall be Provided, arIS 1 a weekly basis. Final special LIMITS FOR SSE/ Park 77 Spectral Design Response Coefficient(1-Second Period)SDI= 0.436 g BIDDER DE- ns0adion rop01n volt be requked by esdi spacal inspection firm per IBC 1704.24 Submit copies of all COORDINATION:The Contractor a responsible lot 000ndsMLng details and accuracy of the work:for con- Cs= 0.117 nspecoon reports to the ArcosecurEnginear and the Auto onty Having Jurisdiction for review. finrxmg and conlatng an quarunles and lion ioni lot saMGang fabrication processes;for techniques of Seismic response coefficient(s) SIGNED ELE- assombt,and to pert work n a safe and sacurp manner MENTS: y orm:n9 Redundancy Factor(NorthlSouth Direction) NIS rho= 1.0 STRUCTURAL 085ERVATION.Shuduml DDserwmaat ahptl be Pro•'ippp for$Wctures dasAheO as Sets' Redundancy Factor Easl!West Director) FJW It— 1.0 Roof Members,Dead+Live or Snow or Wind. L 1240,where mic Design Category D.E and F a lot structures coat where nominat(anewri end speed Vr oxcil FOR R NSTRUCT1ON MEETINGS:The Contractor is 2sponsiom for coordinating pre•eonmrudron meet- Y ( Total Load(TL)Deflection (Lis span lenglh,inches) 110 mph in abc&darce with IBC Sectbn 1704.5 and Section 107 i 4 Struduret c nervation site visits will ings prior to commencing work Pre-con moppogs scredited app cuter sty two weeks Otter to the start of Design Base Shear(NorthlSouth Direction) (KIPS) Varies be as lonews during tourdatnn IMYLLsOon,during shear wall cdrobuctlat.durng Near.rod framing and iha relevant work are required for the fdaovnrig phalas a!construction Foundation Concrete Antenna" Roof,Live or Snow or Wind Load (RLL) L/360 lor preconstmdion meeting are to mctude cooloseter rolavnnt subcontractors.fabricators,inspector erchf. Design Base Shear(East!West Direction) (KIPS) Varies then roof diaphragm a completeionsIN prior W roofing.Contractor shall ndhty the SER in a timely manner iND Arlington tecde near,and representative of the Authority Having Jurisdiction where required. Meeting agendas are Floor Members,Total Load(TL)ono L 1360 to avow schadulea Special Inspector n occur. Field(HavngJu n)Reports Suet lea tli5lriWtetl 10 m¢AmdlaCtt, rig Base shear governed by wind&seismic it./360 me Contractor.5peaal Inspector and the fwmoray Having JuriWgion to Include mvmw of the work scope,po:dct schedule relevant to the work,canted nformalon d responsible Floor Live Load (LL)uno Investments, L.L.C. Dartna.nspechon Pants roview d malewis and any spacial cases 0!issues,procedures for dutificauons if Seismic Analysis procedure used Equivalent Lateral HORIZONTAL LIMIT and FOOTNOTE CONTR4GTOR�SPONSIBILIiY-Prior to issuance 01 the prilWnq pemiL the Cantr:amof rs"'I'd 10 to required,testing and acceptance,etc Force(ELF) Members Supporting BriHle Finishes L/240 1 provee the Authority Having Jurisdiction a signed,written acknavledgemem of lie Contractors resPOr iDil.- AT () ties associated with the Goose Stafe.'nent of Special Inspections addressing lie recurenu rm listed in ISC 20201 77th Avenue NE MEANS METHODS and SAFETY REQUIREMENTS The contractor is responsible for Inc means and 121 MerrtDOrs SuppOmng FbxtDle Fnnnes t/1B0(it Section 1704 4 Contractor is starred 101BC Secborhs 1705 11,5 and 1705.11.6 for arcnaadural sand MEP methods of Can5butt10N antl all lob rotated solely sandards such as OSHA and DOSH(Department of Oc- SNOW LOAD:11) Flat Roof Snow Load,(PSF) P = g4 Dudrinp systems mat may be sugdct 10 additional mspecrons(ba5eO on the budairi s Oesgni ted Seismic Arlington, WA cupational Safety and Health) Design Category kStcO in the CRffERw),including anchorage of HVAC ductwork containing hazardous man Snow Drift Loading required by Authority Having Jurisdiction f No (1)Wind Load is reducible to 0 42 times the Component and Cladding Loads per Table 1604 3 footnote f coals,piping systems and Mechanical un45 containing nammeb!e.combusuble d Iughty toxic,matenors, BRACINGISHORING DESIGN ENGINEER:The contractor shall at his discretion employ an SSE,a regis- Snow Load Importance Factor I r• 1 013) eiecviwi aqudmenI used fa amergency or standby power,exhil wall panels and suspended closing sys- I,,ed pofessomu engineer for me design of any temporary bracing and shoring. NERAL CONTRACTOR' PRIOR REVI Ono the contacts has competed his review of Ile SSE terns TEMPORARY SHORING.BRACING The contractor n r for Ind strenpM add stability Of!M s4ue' 1) Snow Load n un onduOlara and Mdunme,S pal raingh-srtpw surcharge where ground anew lotto a component drawings,the SER Suitt review,the submatal tot general conformance wind me design d the build- lure during Y SHORING, and RAC proved temporary ohotne,tXBtatg atd other ll OW s regty Of s mau+. greater than zero and 20 psi at less par ASCE 7.10 Sacnich 7.10, rig and Sus stamp me womatal accordingly.Revww of toe Specialty Structural EnWeet's(SSE)shop drasw PREFABRICATED CONSTRUCTION:All prefabricated construction shall conform to IBC Section W03 0 2) Show Load based on WAB0ISEAW White Paper In LewLymg Poirot Sound Basin,ASCE Fig 7.1. ings(component design drarywri is to compliance whit+design criteria and compatibility with the design of B B tain stability unb)me structure is complete.0 in the COntni rdoorail lily to be familiar with the wain ror 3) Snow Load Importance Factor per ASCE 7-10 Table 1.5-2 the primary structure are does not rohieve Ire SSE of responsibility far that design Al Necessary bracing, SOILS AND FOUNDATIONS qured in e construction decumams am the requirements for executing s properly. ties,anchorage-proprietary products soon to furnished and entailed PM Manufacturer's uWrucoons or the This it.,,*is: SSE$design drawings and caicutabons,These elerrenn include but arc nit landed W: REFERENCE STANOARDS:Conform W IBC Chapter 16"Soils and Foundations" 1.Coptright 201C DYI:EMAN.Inc. C�,NSTRUCTION LOADS:Loads on the structure during construction shall not exceed the design DESIGN LIVE AREA LIVE LOADS REMARKS&FOOT- 2.The Atclutcct's liumuiicnt ofPrOfessioiial Scn icc NO I NOTES For use on this project old)Obtain Architect's bads is noted n DESIGN CRITERIA&LOADS below or the capacity of partially completed construction as LOADS - Steel Stairs O HN Af RFPOR7 P.ecommendabdn contninetl in Revised Subsurface Exploration Geologic haz- determined by the Contmctoes SSE for Bracing/Shoring, Handrails&Pedestrian Guardrails 50 PLF or (I) Handrils,Guardrails and BalconyRail Anchorages '-- written permission far aim olheruse or reprodunim. 9 ad,end Gedechnical Enpineenna Report by Asaxistod Earth Sciences Inc.doled January April 25,2016 CHANGES IN LOADING:This ddnnlator has me responsibildy W notify me SER of any archil0ctural.mil 200 LB I Prefabricated Wood Roof Trusses were used for design cnanrcal eNctdcal.a ptumbag load Imposed onto the structure that dMers from,or into n not documented Stairs&Exits 100 PSF or Stair treads per note Solid Web Wood Joists ISSUED: on me original Conrad Datanenls(acaactual I structural I mecum l/encural of piumbirip drawings) 300 LB (2) • Engineered Wood Products,(PSL,LSL,LVL) CONTRACTQ 'I Rrr:recommendations Contractor attain Et responsible III iced t The bgrado Preps Report Provide documentation of lorabon ONE,sap and andnrage of all undocumented loads n exCeas of 400 and snap Idiaw Ire reCOmmondmens specified tnerttn includng.but n01 limited n,ment pre Prepare PI MARK GATE DESGRWJIsi pounds Prone,manned-up slucwrts! anwiacatmg WAWns of any raw equipment a bads Sub"plains Corridors above first Floor — I Same as occupancy INSPECTIONS QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS pllp lnstanation procedures,ground water management and steep sspe Bestlltnagemenl Pradi�s' 1 06r1441016 BIOG PERMR SUBMt77A1 to the AlchaecVEngineer for romew prior W insulation served 2 onErA 017 tAat a2 Residential Hotel Rooms q0 INSPECTIONS Foundations,footings,under slab systems and framing are subject to inspection by the r OTECHNICAL SUBC!5I INSPECTION The Get.-Innical Engineer shall inspect all sub-grades and f„{Q•TE PRIORfTIES Plan and detail roles and specific looting data provided on individual plans and — Sual Onc�ol in accordance with IBC 110.3 Contractor shall coordinate all required inspections with the pepare0 soil bearing wriaoes,prof to placement of foundation reuhfos,ng steel and cOricrale GeO:ecfhnicsi dotal drawings supplements information in the Structural GMural Notes. I Balconies&Decks Same as Occupancy Building Official Engineers shad provn0 a letter W the own&stating that soils are adequate te support me-Ateowaolo Foun- pp dation Bearing Pressurl shown below. served DISCREPANCIES:In case of dndepdncies between Ina Genera:Notes.Specifications.Pans'Oeays o: I Rbofs 20 PSF or 300 Area load is reducible, ,ypPrtwr INSPECTIONS VERIFICATIONS and TESTS. Special Inspecbdm4 VerifKgtxN15 and Testing Reference Standards,me ArchaectfEngneer"it determine wnch sties govern ih9ctepandea stay od LB (Point load per note p^�De done in a1704 and will Chapter 17 am theSTATEMENT705.12asa OF SPECIAL INSPECTIONS herein DESIGN SOIL VALUES; brought to the attention of Ifs AnU+necVEngnest bef0m Proceeding with the work.Shout any discrepancy 1(2),See above for Der IBC Srldnns 1761 and 1705.Including t7ab 11 and 1705.12 fa senmc resistance ter projects n San- ASowstA at Wind a Bearing Pressure................._---.2667 PSF-StructuralFill b0}coin in me Contract Documents,ins Contractor Suit x d¢emed W have included In the once me most I Snow Load imc Design Calegones C.0,E and F as spot Passable at Wind era Seismic Loads_.._... ._2667 PSF-(1131ncrease) expensive way of compiebng me work,uiiess noor to me submiss on Ot the once-the Contractor asks fora Passive Lateral Pressure 300 PSF/FT decision from the Annual as to which shall govern.Accordingly.any conflict in or between too Contract (1)Top anti shad be oesgned to resat 50 PLF une load or 200 W point load applied In any dlredion at any 2ECIA-n INSPECTION AGENCY and SPECIAL IA NSPECTORS:Owner shall retain a WABO accredited Aclrve Lateral Pressure(unrestrained) 35 PSFIFT Documents shall not be a basis for adjustment in one Contract Price. point Intermediate rats lal rhos,extt�t Ind hanaal).balusters and pawl fillers snall be designed to Special Insaediau agency to Mince Special Insoecbons for the project.Special Inspectors shall be quali- Active Lateral Pressure(nestminred) 50 PSFIFT PROTECT NUMB iiP. 17cOt 1-CaT withstand r mriate,mi.rafty Opplied normal load of 50 LB on an area trot 10 oviceed 1 R square These tree fled persons per IBC 1704 21 Active Lateral Pressure(unrestrained)at 2HAV Slope .55 PSFIFT APPROVED Bl I SITE VERIFICATION.The contractor shall verify all dimensions and conditions at the site.Conflicts bads ate to be considered separately Sum worst case used fa design Active Lateral Pressure(restrained)a[2H:1V Slope__ .70 PSF/FT PROJECT DIREtC R 1 Mcfiaal .ail a between Vic do wags and actual site conditions shall be brought to the attention of the ArchilecuEngineer (2)Place 300 to concentrated load aver 2'x2'area at any point 10 produce mAxntbrn stress Area load and STATEMENT OF SPECUIL INSPECTIONS Special Inspections and Testing per IBC Sections 1704 and PROJECT AIANAt - I Doug HOhils before proceeding with the work, tdndemini load are ro be considered separately with worst das,used lot design 1705 are required for the following: Seismic Lateral Pressure(active)._........._, ...7H PSF CHECICFA Bl': (3) Seismic Lateral Prssure tat-rasp...........................-....-.9H PSF )OB GFTAIN: 1 Nathan Balaae ADJACENT UTILITIES,The contractor shall determine the location of all adjacent underground utili- FABRICATION SHOP INSPEC_T12 Where off-site Fabncalion of gravity LOAD BEARING MEMBERS Coefficient of Sliding Friction._.._ ...0.35 ties prior to earthwork foundations,shoring,and excavation,Any utility Information shown on the drawings DESIGN DEAD BIDDER DESIGN QQ O LOADS REMARKS&FOOTNOTES &ASSELIBLIES n performed.Special Inspector shall verify that the fabricator complies with IBC and details is approximate and not necessarily complete. 'g'--'-- FOUNDATONS rand F,4QTIl�i :Foundations anal bear an Structural Fill as per the geotechnical report. DRAWING TITLE: LOADS 1704 2 5 IPSFl UNO Exlendn perimeter footings shag bear not lose than 78 troches below finish grade,unless otherwise specified ALTERNATES Alternate products of similar strength.nature and form tot specified Items may be Roof Dead Load,Total 1s PSF For Pre-Fabincaled Wood Truss SOItS&FOUNDATION CONSTRUCTION per IBC Section 1705 6 by the gpptectmmai engineer sooner the building official submmed won adequate technical documenW*n(Proper 16St report.etc,1 to the Archnee+JEng our for re. Top Chord 10 PSF design, •Periodic inspection of soils earthwork per Table W05.6 is required for: FOOTING DEPTH. Tops of lootngs shall be as shown on plans wart vertical changes as indicated with mew, Alternate materials that we submitted vetooiit adequate technical dodumentatiort Of that sgnihwnlly Bottom Chord s o Fooling son bearing surfaces prior to placing any reinforcing steel A deviate Item the design infanl d rtalvi aLs specified may ad toturnoo wlhovt review Aiterri s mat require Gyperele Topping 6 PSF 1`per-Archilec[ Excavation depth and bearing layer prior to placing any reinforcing steel steps to en ure M21 he external of sups shown as approxnaW and sn16 tit es below finish with grade civu grading STRUCTURAL A Substantial effort W ewew,will not be reviowad unless auha ized by m,Owner. o Compacted fill material classification awns,i ensure by the odmah ocalperi engineer er At s Dear 01 less man 18 riches D,bw hnnh grode.a as oth- o Subgrade preparation prior to filing. erwisa indicated by and gaO:ecnrvWl emgin¢er pr budding o6fciea, GENERAL NOTES •Continuous inspection per Tabhe(s)1705.6,1705.7 and 1705.8 required for: ^aMS ON-GRADE All stabs-O^yrade shall bear on compacted struchaal hl or competent native sou per D Filling operations to Satisfy requirements of IBC Table 1705.6 and the geotechnical report the gaoaachnkal report.Al montute sensitive slabs-on-grade W those wb ed 10 ecetvo moisture sensitive listed under SOILS&FOUNDATIONS section coatingEwcoswng shall be provided with an appropriate capAary,break and vapor bamenreamdanf over the o Compacted fill density testing of each lift,proper lift thickness and material classification, subgrede prepared and installed As noted in the geotechnical report,barrier manufacturer's written mcom- mendaflons and coordinated with the finishes specified by the Architect DRAWING NUMBER: Received S 1 . 1 APR 212017 1 g y S I Pinlle anchors shall have at least two pinlle legs of wire size W2.8(3116"diameter)each and shall have an specifications with one coat of standard shop primer unless noted otherwise on the drawings or in the speci- CAST-IN-PLACE CONCRETE CONCRETE PLAQEMENT TOLERANCE,Conform to ACI 117-10 for concrete placement tolerance offset not exceeding'A'from the horizontal plane of the plate anchored to the structure fcations. DYKEM REFERENCE ANDAM.Condom to: FLOOR FLATNESS and FLOOR LEVELNESS,All concrete slabs(including slabs On grade)shall have a Anchors in Seismic Design Category D,E and F shall have a positive mechanical connection to the mentinu- -E GILL Conform to rwiles,this sham for CAST4N-PLACE CONCRETE and CONCRETE REIN- AN (1)ACI 3p1•f0'SpeWxatons for Structural Concrete' minimum Flop Flatness(FF)of 20 as measured in accordance with ACI 117. Concrete slabs that will re- ous wire joint reinforcing in the veneer FORCMEN7 Prpvide matlmum 3000 psi concrete and W WF 6x6-W1.4xW1.4 or Fibermesh unless noted on (2) IBC Chapter 19-Concrete' came wood hoeing shag have a minimum FF of 35.AM concrete slabs an grade shall have a minimum Floor the drewings (3)ACI 318-11l318R-l1'Building Code Requirements ter Structural Concrote' Levelness of 20 as measured in accordance with ACI 117 Both wire and sheet+neal anchors shall extend into the veneer a minimum of 1W and shall have a minimum (4)ACI 117-10'SDecdcaton;for Tolerances for Concrete Construction and Malerials" of 518"mortar cover on the outside face WOOD FRAMING FIELD REFEREE The CamraCW shall keep a copy of ACI Field Reference manual,SP-15,'Standard CONCRETE REINFORCEMENTI.W Spouhcatorts for Structural Cpnerots(ACI 301)with Selected ACI and ASTM References." All anchors shall adjust vertical up or dowel to allow For o differentccmodat runts and shall allow at brit''/ and REFERENCE STANDARDS:Conform to: REFERENCE STANDARDS Contemn to: other in-plane and'/.'vertcal in-0lane movement to accommodate expanson,contraction,shrinkage and (1)IBC Chapter 23'W000' CONCRETE MIXTURES'Conform to ACI 301 Section 4'Concrete Mixtures"and IBC Section 1904.2 it)ACI 301.10'Standard Specifications for Structural Concrete",Section 3"Reinforcement and Rein- other movement. (3)NOS AI'l National Design pecSpeial�eub ig ProviDS)sions io Wood inda nd Se at 4Ta3ta]rst pxc4n7SaS'ux Inn.Atlewim.mw IOrcemMt Supports' (3)ANSVAFdPA-SOPWA-08 Specie!Design Pronsions for Wind oral Seisms MATERIALS:Conform to ACI 301 Section 4 2 1"Materials"for requirements for cemen[itious materials,tag- (2)ACI mown Oct"ACI Detailing Manual"inducting ACI 315-99"Details and Detailing of Concrete Rein- Coordinate expansion joint locations with the arohdset prior to erection. Typically expansion joints should be (4)APA Fill Ptyagod Design Specification ttu Neu n4nne\'•ew tune Eeretl,N'4 abtol-Senn grATERI mixing water and admixtures ACI S enC installed at 24'from c0rmrs on one Side of the Comer,at intersecting walls,at chpnges in wag neghl,at (5)ANS1RPi 1.2007'Nadonal Oes,pn Standard for Mmol.Plate-CpnneU�Wood Truss Constructioforcn' (3)CRSI MSP-09,2B'"Edition,"Manual o!Standard Preedte." changes in wall thickness and at 20'maximum on center, (6)8CSI'Guide to Good Practice 1m Handling.Iesaang d Biacing of Metal Plated Connected Wood SEMI Provide all subm1llaK required by ACI 301 Section 4.1 2.Suhml mix tlesigns for each mix in (4)ANSI/AWS DIA"Structural Womi Code-Reinforcing Steel" Trusses" mg_MLT DNbe. Substantiating strength results From pass tests shall not ub older than 24 months per ACI (5)IBC Chapter 19•Concrmle. CONSTRUCTION OVER STUDS'When applied over wood IX meal stud a applied the studs shag or (7J Tpl DSB'Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood table (6)ACI 318-11"Budding Code Requirements for Strtoctunll Gurrrete' spaced o nwunroum N 16 u✓-nos on cemero and approved paper shag fast De apWlao over the shnathmg or Tms• CONSULTANT: 318 Section 5 3 wiles between stud,except as otherwise provided in IBC Section 1402.1405.An as space of at Waal 1 inch _ (7)ACI 117-tO•SpeDlM1catons for Tolerances for CorUft Construction and Materials" (B)APA Report TT-045B`Minimum Nail Penetration for Wood Structural Panel Connections Subject[o TABLE OF MIX DESIGN REQUIREMENTS should be nainwined between the bacnnq and the veneer. The as space must be keg nee and clear of Lateral Leads' SUBMITTALS:Conform to ACI 301 Section 3.1.1"Submittals,data and drawings."Submit placing drawings debris no mortar droppings �`DCI showing fabrication dimensions and locations Far placement of reinforcement and reinforcement supports. Sal L„MIM TEALS:Submit slop drawings to tns AtahrtecVEngmeor for review.Shop drawings Shag include Member Strength Test Age Maximum Exposure Max Air Con- Notes M o LS Tne panel manufacturer is responi for the design of the panels and drew Connection we momber sae,spacing,camber,material type,grade,shop and held assembly dguidS and connections,types Type/Location fc(psi) (days) Aggregate Class WIC tent (1[o B Typical MATERIALS: y- ah I and beacon of ball and GM(fasteners Supply step dramnge for the following. E n E- i n E E R So Ratio LINO) primary structure cage beams nave been desgne0 for cal bad on The panel manufacturer shall (1)Glued laminated members 818 STEWART ST•SUITE 1000 Rmnlarpag Bars..........,_..............................ASTM A615,Grade 60,deformed bars. Ixatcn o!the bearing o as n notes obn the"Oph" CMU anal sorcedrwh s snaguirMi;,al ne ad and provide bradea and The Footings 3000 20 1" - - Wekt*W laednfbming Bala.............................:.ASTM A706,Grade 60,deformed bars. Pain wnn4 g (2) PSL members SEATTLE,WASHINGTON 98101 Smooth Welded Wire Fable..._.... .__...ASTM A165 tuderesponsibleo IIX of au bads imposed Ohio the primary .arc.The panel monutacturer engineer shall be (3) LVL members PHONE:(206)332-1900•FAX:(206)332-1600 ..,....... lode and location Deformed Welded Wire Fabric.,._._.-..--.--..ASTM A497 not cause mat parer basing a ties are attached o Inc primary structure a d such a mailer that (5) LSL members interior Slabs on Grade 3000 28 1" 0.5 - - lMv forces do rid wow any drstrcss to the pinery structure- Where necessary.atld4onal stnrrtureu etc (5)Tapered 8 Parallel Wood I Joists(Solid web-wood joists) WEBSfTE:www.dci-engineers,com Bar Supports....__..._........_...__.__...._.........CRSI MSP-09,Chapter 3-Bar Supports" ments shalt be provided by the panel manufacturer o safety destnbuo IIro bads to me anchor'u C r V t L/ST R U C T V R A L Tie Wire ._._.............._._.........._......,.........16 gago at heavier,black annealed. Stud Rails- ..., ASTM A7044 OCFERREO SUgAtITTALS',Submit product data and pn»I of ICC approval Ia Hartung members and fasten- ®cOPY'v" Stem Walls d Curbs 3000 28 1" - - - POST-INSTALLED ANCHORS(INTO CONCRETE AND MASONRYI era that have been designed by Others subm4 wkulations prepared by the SSE in the sate of Washington Headed Deformed Bars- .... .-- ASTM A970 ..�......•.�.. ....r...•r Exterior Stem Walls 8 Curbs 3000 28 1° - I 0 45 5% - far all membgre and connecboris designed by omen along with shop drawuthe All necessary bridging, FABRICATION:Cpnfortn to ACI 301,Sector 3.2.2.'Fabrication",and ACI SP-06"ACI Detailing Manual" REFERENCE STANDARDS:Conform to: blocking.blocking pallets and web alligators,shall be derailed and furnished Dy the suppler Tempoary and REGISTRATION STAA'IPS: 1) IBC Chapter 19'Cporetd' permanent bridging shall be+Walled in conformance with Ire manufacturers Specifications Deflection limits Table of Mix Design Reaunments Notes: WELDING:Bars shall not be welded unless authorized.When authorized,conform to ACI 301,Section 2) ACI 318.11'Budding Code Requirements For Structural Concrete" shalt be as noted under DEFFERRED SUBMITTLALS Sechon specific details Products Included arc 331.2.1NSIding",AWS D1.4,and provide ASTM A706,grade 60 reinforcement 3) IBC Chapter 2t'Masonryr C C (1)WIC Ratio:Water material reU06 shall be based on the foal weight Or cementilious ma- 4) ACI 530-11fASCE 5.11RMS402-11"Building Code Requirements for Masonry Structures" Metal olObypmoblod tr ass(Oreleenwrbd tIUe56a1 Conform to IBC Sedum 2303 4. to IC R Maximum coeds are controlled by Eaength noted in the Table of Mir Design Requirements and PLACING:Conform to ACI 301,Section 3,3,2"Placement"Placing tolerances shall conform to ACI 117. Tres Supplier to provide design and materials fOr all permanent truss pacing Snop draw- r_ durability requirements given in ACI d b Section 43, ings shad provide Ior scopes,cearing Foos,Intersections,hips-and valleys shown on the CONCRETE COVER Conform to the following cover requirements unless noted otherwise in the drawings POT INSTALLEDANCHORS.Install only w:wm specAcally shown in the decals or allowed by SER.All drawings The nwit lactate shall provide speaal hip,"bay and intersection areas(step (2)CemeniAcuS lAatenals: Concrele Cast diner earlft...... post-Installed anchors types and locations shall be approved by the SER and shall nave a current ICC- Vimtrusses.lack trusses and grader trusses)unless specifically Indicated on the Pans. 1 a. The use of fly ash,other pozzolans,sikw tome,or slag shed conform to ACI 31 B Sedans d.3.1 against ........'-"'"3 Evaluation Service Report mot Provides retovant design values necessary to vaieale me at"Aable strange -_ and 4 42 Maximum amount of fly ash shall be 25%of metal cemenlilious content uNess re- Concrete exposed to earth or weather... -..2' exceeds the requwed saergtn Subma current manuacafees date and ICC ESR report/o SER let approval Provide all trussy re mss and d pernm neat bidding connection details and required connection viewed and approved oldha viise by SER. Ties in columns and beams. »1-%" materials a Specify r lemons o and pemwnenl bracing and comectons mt the snap drawngrs. Bars in slabs. _. _- - .,'/.° regaMhss Ot whotlWr IX not a Is ogre-approved arena. Anchors shall be irWeaed in and accordance o provide all truss reactions on shop drawings •\>rA a \� b Fiat wnctem used in elevated fibers.minimum cementitious-maienals content Shall conform to _.. ..-...'/." ICC-ESR and manufacturers mshucbti No ren g lom bars shell be damaged during frsonaton of post- Bars in walls ACI 301 Table 42,2.1.Atceponw of lower cement content is contingent on Providing support- Installed anchors Special inspection shag be per the TESTS and INSPECTIONS section Anchor type,ai Solid web wood orsts(1-joists) ing data to the SER for review and acceptance. Exterior bars in Tilt-tip Panels. .. .1" ameter and emtiMrnanl snag he tin Indcated on drawings a Cementitious materials email conform to the relevant ASTM standards listed in ACI 318 Section IDENTIFICATION:All sawn lumber and pO-manNactured wood products shall be identified by the grade PROJECT IDENTIFICATION: 3,2,1 LeSPLICEConform rt Aic 3rei Section t splices. °Splcee'.Rater e "Typical individual Lap Splice and l Control over 1 ADHESIVE ANCHORS-The Iptbwng AdhesiONtypo TE as a systems Iwe been used In the mark p a certificate of inspection issued by the cer6ymg agency. Length Scheduk-for typical reinforcement splices. Spices iMicated an vndMdual sheets shall eaMrol over design and snag be used for anUlorago to CONCRETE as applicable arA In accordance with (3)Air Content Conform to ACI 318 Section 4,4-1. Minimum standards for exposure class are noted in the schodute.madmilical connections may be used when approved by Ire SER. corespondig current ICC ESR(coon Drilled-on"embedment Teri shall be as shown MATERIALS Park 77 : on drawings,a not less than 7 tries me anchor nominal diameter(70) the table If heezmg one thawing class is not noted,air content given is that required by the SER. FIELD BEN -Conform to ACI 301 Section 3.3.2.5."Field Bending or Straghteni Bar sizes#3 Savor LumbC Conform to grading rules of W WPA,WCUB or NLGA and Table below.Finger jointed Tolerance is at i4S An content shall be measured m point of placement. a bedmant deptT-HYh 200 SAFESEq-ICC 0 bar diameters] for anchorage to CONCRETE with em- mrougn a5 may b!field Den[cold the firs[time.Other bars require preheating DO not twist Darr. Bars shall yeomen[depth less than or equal to 20 Dar diameters] studs acceptable at interior walls only. (4)Aggregates shall conform to ASTM C33 not be bent pass 45 degrees b_ SIMPSON'SET-XP"-ICC ESR 250E for anchorage to CONCRETE] TABLE of SOLID SAWN LUMBER FOR (5)Slump:Conform to ACI 301 Section 4-2.2.2.Slump shall be determined at point of placement TYPICAL CONCRETE REINFORC-EMENT:Unless notetl on the plans,cOndre[e wads shall have the follow- c POWERS°PE1000"-ICC ESR-2583 for anchorage to CONCRETE - Ing maemum ondidg cemef Contractor shall confirm minimum reinforcement of webs with SER prior to re- Member Use Sae Species Grade WD Arlington bar fabrication- 2 E%PANSION ANCHORS-The following Expansion type anchors are pre-approved for anchor- Wall Stud 2x4,3x4,2x6,3x6 Doug Fir Larch No.2 (6)Chloride Content:Conform to ACI 318 Section 4.31. age to CONCRETE of MASONRY b accordance with corresponding current ICC ESR report: (7) Nont temperatures Lures below 0OF at he c accelerating op admixture may be used in concrete placed at am- TABLE of MINIMUM CONCRETE WALL REINFORCING a HILT]'KWIK BOLT TZ°-ICC ESR-1917 for CONCRETE Only Sill Plate 2x4,3x4,races,3x6 PT Doug Fir Larch Nat Investments, L.L. AT bient temperptures below 50°F at the contractors option b SIMPSON"STRONG-BOLT 2"-ICC ESR-3037 for CONCRETE Only Post 4x4,4x6,4x6 Doug Fir Larch No,2 Wall Thickness HORIZONTAL Bars VERTICAL Bars Location mb 20201 q NE (6)ACI 31E,Saclon 4.2.1 exposure asses shall DO assumed b be F0,S0,P0,and CO unless different c POWERS'POWER-STUD+SD7"-ICC ESR-2818 for CONCRETE Only Floor or Roof Joist races through 2x12 Doug Fir La No 2 77th Avenue expos th ure classes are listed in e Table of Mix Design Requirements that modify these one require- fi' #4 @ 12"OC #4 @ 12"OC center in wall 3 SCREW A1dCHORS.The Winning Straw type anchor is pre-approved for anchorage to CON- Beam 4x8 through 4xl2 Doug Fir Larch Na 2 Arlington, g VA ments B' #5 @ 12"OC #5 @ 12"OC center in wall CRETE a MASONRY In accordance web corresponding current ICC ESR report: Brain 6x8 through 6x12 Doug Fir Larch No 1 WORK_d RESHORING'Conform to ACI 301 Section 2"Formwork and Farm Adamscries."Removal 10.. #4 @ 16"OC EF #4 @ 16"OC EF EF=each face a SIMPSON'TITEN HD"-ICC ESR-2713 for CONCRETE Only Pastor Timber 6x6,BxB Doug-Fir Larch No 1 Mbs omit conform to Section 2.3.2 except strength Indicated inSoclion 2.3.2.5 shag be 0.75 IF c. 12" #4 @ 12"OC EF #4 @ 12"OC EF EF=each face . POWERS"WEDGE-BOLT+•-ICC ESR-2526 for CONCRETE Only MEASURING MIXING AND DELIVERY:Conform to ACI 301 Section 4.3 2 c- HILTI'KWIK HUS-EZ"-ICC ESR-3027 for anchorage to CONCRETE Only GIVi Lmminared Tmaec Condemn to AITC 117-2004"Standard Specifications for SWctumlGlue- laminaod Timber of Softwood Species,Manufacturing and Design"and ANSIINTC A190.1"Structural B B HANDLING PI\CING CQNSTRUGTING AND CURING Cpnform o AGt 301 Section 5. In addition,hot CONCRETE MAS NR NI SNEER STEEL STAIRS Glued Laminated Timber"Camber all glued lamnwted beams,except wnbleversd and coMYWous weamer concreting shag conform to ACI 305 t-06 ono cold weather concreting shall conform to ACI 3D6.1- beams to 3000'radius,unless shown otherwise on the plans 7tuCois druwsng u" REFERENCE STANOAR0.iR,Conform to REFERENCE ANDAROS Conform to: L 71%;A cht cces nKnmc AN,bm. g0 : TABLE of GLULAM and GRADE 2.Tlx:AKhil this tmiCCtera ObianiArchil Service 1) IBC Chapter 10-Means of Egress',IBC Table 1607 1 ;,For nuc an this pmlc<t ord�Ohiain.ArdutccCs CONSTRUCTION JOINTS'.Conform to ACI 301 Sections,2 2.2.5.522 1 and 5.3.2.E Construction pints 1) IBC Cr.WW 14-Enrodp Waas' 2) NAAMM-•Meals Stairs Manual" required unless specir. 3) TMS 60 shag od located and detailed as on thb consguttrdn tlrawngs.Subnd aaemao bwbon5 per ACI 301 Sec- 2) TMS 402.11/ACI 530-11lASCE 5-11'Budding Code Requirements for Masonry Structures' Crap• 3) ANSIIAISC 3130-10--Specification for Structural Steel Buildings' Member Sizes Species Comb.Sy" Uses rmucn pcnnission for any other Ines onepmdnaion lion 5.1 23a for rewea antl appeal by the SER two wrecks m,mmum pw to forming Usc of an acteptabk let 6'VOndef Hem.relefenced as MSJC 4) AIS12007-TbM American Specification for the Design of Cold-Formed Steel Structural Members" aonesive,surface integral pdrband cement grout or roughening the surface a rot 2.11/AC1 530,1.11/ASCE 6-11-Specthcalion for M nc riry Structtdai• Herein referenced as 5) AWS D1.1-10'Sbuctural Welding Code-Steel", ITUED Beams All DF/DF 24F-V4 Simple Spans tally noted on the drawings MSJC 1 6) AWS D1.3-08'Structural Welding Code-Sheet Sleet' Fl_1BEDDED ITEMS Position and secure m expansion I material,anchors and other structural and MITTAL Submit product specific information on anchor size,type and capacities with corresponding Beams NI DFIDF 24F-VB Continuous or with Cantilever MARK DATE DESCRIPTION SUBMITTAL tMN gate xpa )On SSL@_� SUBMITTALS:Steel stets are o be prepared by a SSE.Reference DEFINITIONS and DEFERRED SUB- Spans 1 0-d142016 BtDfl PERMIT SUBMITTM1L non4uumlat embedded items belong placing Concrete.Contractor"It refer to mechanical,electrical, ICC-ESR reports regarding vnre ties.sheet metal connector pieces,screws,and expansion anchors to the MITTALS above.Subled structural calculations and shop drawings(component design drawings)stamped Columns All DF l2 Post, 2 OIIXW17 ASI#2 plumbing and architectural drawings and coordinate other embedded items Architect/Engineer for review, by a professional Civil Engineer registered in the stale of Washington Truss Member POST-INSTALLED ANCHORS o CONCRETE.Arad location.typo.diameter and embedment shall be as MA7ERWLS 2 MATERIALS: • slued Laminated Tumtrx PRESFRVATVE TREAT�,IEa1T-(TREATED AFTER G UU Il NQl'Glued Iami- Indi cated on drawings Reference the POST INSTALLED ANCHORS section for applicable Post-InstOed 1) CMU VENEER: Conform o ASTM 0.90.14.Typed Imdmtun canImmed),medom weigh Willmar Structural WF Shapes. .., _, ,ASTM A992-GR50 need timber regsknng preservative treatment shalt De n accordance with AWPA Standard U1 and Tt Anchor Adhesives An mans%rule be nsiared and Inspected in emct accordance win thE applicable ICC- 115 PCF)units. Provide 1900 psi wnotessrYe strength Io achieve masonry assimas strergtn per Steel Channels,Angles,Plates 8 Bar. .ASTM A36 Retentions shall be: Evaluator Service Report(ESR) Special Impeeupri shag be per the TESTS and INSPECTIONS section MSJC.1 Section 1.48let concrete and WY masonry, Sheet Sleet(Ga va rated). ....--....-......-..ASTM A446 Steel Pipe Rail_.. _.. . .......ASTM A53,Grade B UC1:interim construction,above ground,dry-interior construction and furnishings I SHRINKAGE:Conventional and poshlensioned cIXcrem saos vnll continue o shrink aher initial placement 2) .Coniomn o ASTat C270.Type S.a IBC$ebap12103.9"Mortar." Steel Tulin ..ASTM A500,Grade B UC2 Inlmorootsbuwon,above ground,damp•Irteror construction. I and stressing of carvefe Contractor and wbodw trade sham coordinate painting and interior moomat finish- g.............._....... ............. Steel Rod......................._._ .... _....... ..ASTM A36, cad UC3B:Exton construction,above round,uncoated or poor water run-0ff-decking,deck joists,rat- 9 es.to provide adequate tolerance for expected structural frame stvinkage and shall include.but not be limited 3) JOINT REINFORCING- Conforms to ASTM A951"Standard Specification for Steel Wire for Mason- Steel Deck... .. - .1-1/2'Composite Floor Deck ngs,lence pickets,uncoated miR.Yotk PROTECT MJ\tBH7t. 116011.L47'° to curtain wall,d"t.slmeftoht Skybghi floor finish,and calling Supplies Contact Engineer for expected ry Joint Rmnd m o cernC. Allint jo reinforcing shall be hot dip galvanized. Bolts. .ASTM A325N UC4A:CanmiW COntaOl orlresh water.noncritical components-fence,deck and guardrail posts, range of shrinkage Welds,Structural Sleet .. _.... _,.AWS DIA crosstie and utility poles APPROVED 61'. 4) ANCHORS:Anchor has shall be the Hohmann 8 Barnard seismic anchors.Anchor ties shall be ad- Welds,Sheet Steel..... .. .AWS DI PROIECT.MANAOMCTOR I Doug Stevens STRENGTH TESTING AND ACCEPTANCE: )astable hvc•piece anchors made of 14 gage or 12 gage galvanized logged and/or W2.8(L1S•diame- Welded Headed Sods(WHS) .ASTM At 08,AWS D1 1 TABLE of GLULAM USE and PRESERVATIVE PENETRATION(PCF)REQUIREMENTS pROJE(T\tANAGIBt I Doug HOhus tor)galvanized wire that shall be engineered to edach- Headed Concrete Anchors(HCA) .......ASTM Al OB,AWS Of �IECKly 81' Tilde ng-Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.3.2.Additional sam- • IO the ace of Masonry or Concrele with a W expansion bolt or screw anchor for conmw or ma- ples may be required to obtain concrete strengths at alternate intervals than shown below. sonry embedded 2"minimum into the concrete or masonry STRUCTURAL REQUIREMENTS: UC1,UC2,UC3B PCP-A or PCP-C Cu-8-Q CuN - • Cure 4 cyhni for 28-day test age test i cylinder at 7 days,tee:2 Cylinders at 28 days,and hold to sleet sled vMh two#12(0.209"diameter)sUeas per arncnor. DRAWING TITLE: 1 cylinder in reserve for use as the Engineer defects-After 56 days,unless notified by the Engineer to wood staid with two#9(0.177"dlemell screw%per anchor embedded at least 1 Y.."into the (1)�)p:Include goads,risers,strngers,aMogs,railings and all connections including comedions to Souther Pine 0.30 PCF 0.02 PCF 0.40 PCF to the COmrary.the reserve cylinder may be discarded without being tested for"cannons meeting woad stud the primary structure unless noted otherMse.All Inserts required to-attachment to the pmmany strut- Coastal Douglas-fir 030 PCF Not Applicable 0.40 PCF 26day strength requirements or at channel slot anchor assemblies with a 305 Dovetail Anchor Slot embedded in the concrete lure shall be designed and provided by the stair supplier and a 303 SV Seismic Notch Dovetail Anchor, Wester Hemlock,Hem-fir 0 30 PCF 002 PCF 0.40 PCF • The number of cylinders indicated above reference 6 by 12 in cyteWers. If 4 by 8 in cylinders,are (2)19HQf Sinn Beads ahab be designed for 100 PSF we load or a 3G7 Ib conwntro:eo load placed to A to be used,additional cylinders must be cured for testing of 3 cyhhdes at test age per the able of All parts of the veneer anchorage system shall be fabricated of similar metals with similar coatings to reduce produce maximum sum,suers,whcltover controls Stmgors and landings shdb be design A ad for 100 PSF UC4A STRUCTURAL mix design requirements. the Iity of galvanic commission OCcumng. five load Live bad deflection shod no exceed 11360 of the span. The stair assembly and attachment Southern Pine 0.60 PCF NA 0.06 PCF Aceemamce Strength is satisac[ory when: 7 2 to the main structure shall be designed for lateral loads per IBC Chapter 16 GENERAL NOTES CMU er in SOlamid Design Category D.E and F an act CMU near not laid in a running bond pattern Coastal Douglas-fir Q60 PCF NA 0.06 PCF (1)The averages of all sets of 3 consecutive tests equal or exceed the specified strength n hove coninbpl6 pint teintoceitg of W1.7(0148" )vHres at a maximum vertical spacing of (3) IRn lin The completed handrail,guardrail,-and supporting structure and their connections shall be Western Hemlock Hem-fir Q60 PCF NA 0.06 PCF (2) No individual test falls below the specified strength by more than 500 psi 16"oc Lap wires 10'at splices designed oust ro loads as specified in IBC Section 1607-6 A"lest"for acceptance is the average strength of two 6 by 12 in.cylinders or three 4 by a in cylin- ARCH1TEs1T4,RAL RF[NJIR]=td NTS::Conform to shape and configuration shown on the architectural draw- G1ubm that is to be presenatrve•uW1ed snoud be vadema with ing APA EWS stamp and must tlers tasted at the specified teal age Inge Cartsug the po)+Xt spgciftratons far additional information.All alder snail log painted gray.per doted Da tohded cart^wot•use adhesives confoming to ANSI A190.1 tne. leing le requlrgd Ip Douglas-Or. DRAWING NUMBER: Neadorn hemlock and hem-fir Most glue Wnmated ember to be pressure4mated will Win custom S1 .2 _ 1 � t 1 1 STRUCTURAL SHEET LIST SHEET NUMBER SHEET TITLE St,t STRUCTURAL GENERAL NOTES D S12 STRUCTURALGENERAL NOTES DYKEMAN $1.3 STRUCTURAL GENERAL NOTES,ABBREVIATIONS&LEGEND sizoa and Nptrld be ordered to dxact dimensions When pbesoe to amid toed cuts,wlnr b must be re• SHR1hKA.E COMPENSATION FOR MECHANICAL E'ECTRICAL AND PLUMBING SYSTEMS MEP SpA,1 MODEL A STRUCTURAL FOUNDATIONI STUD&SHEAR WALL PLAN "went In add unn_an tatshcal m,culling and predrAlog of holes for meleners Is recommended pour systems.including ductwent,papas.and other emmenm that rim wMinitousy between lavers shah be in- to preservatne-treeing Fmid treatment should be applied a saturation by wooing.brushng.Way- slaeedMesgned in Such a manner to accommadato shrinkage m ftre WON framing Wood shrinkage S2A.2 MODEL A STRUCTURAL 2ND FLOOR FARMING PLAN trig.we"a coaing in mccofaance well AWPA Standard Mal arriounts wul vary depending on the coucl on process and matendha used The enbclpaled shrinkage S2A2A MODEL A STRUCTURAL.2ND FLOOR STUD&SHEAR WALL PLAN rr under typal conditions is expected to tinge between 1/8-and 114-per Door. S2A3 MODEL A STRUCTURAL 3RD FLOOR FRAMING PLAN Fasteners used to com"W preservatrre omened Slue laminated Umber Should be comoson resistant to S2A3A MODEL A STRUCTURAL 3RD FLOOR STUD&SMEAR WALL PLAN withstand the effects oiled high+noislure e-noriment to which meso members am fyp,w0y exposed. Ci ADDING Cofii:IBRTY The ArohitectOwmef"It review the dedOmg aria InWaton system pro- iw Alum.num should not be used in direct wnact with vnwd dialed x is copper used adubons. posed for Ind eldest Aim respkct f0 thou p ldremann over wood studs with moisture contents,greater than S2A4 MODEL A STRUCTURAL ROOF FRAMING PLAN ■eeaSb.11al Am4zlLtsasaxt .wtblawraaaW 19%EIFS systems should be avoided On wood-homed Protects due 10 popkms wall moduum,Prworg S2B-1 MODEL B STRUCTURAL FOUNDATION/STUD&SMEAR WALL FM1.AN Wood St Amoral ShIml-O(PlwvowI Wood APA-rated structural ehealhing x+cludes all vMeer Ply' 1T1a Nksi h{ulur\'Ira Urhe Wemt.N'4 aa201�Wna wood,oriented strand board watetiowd,panxseboold Ti-II Siding,and composites of veneer and PRESERVATIVE TReAT IE�fPTI Wood tnaf erah are required TO pe'treaLea wood'm occorOance%In S2B.2 MODELS STRUCTURAL 2ND FLOOR FRAMING PLAN Wood based materol win T&G form AnchYeet may disallow'OSS Confirm with AeehMet Conbrm IO ISC Section 2304 11.'Dewy and Termite Proeer on shall conform to Ina apont"t standards of the S28.2A MODELS STRUCTURAL 2N0 FLOOR STUD&SHEAR WALL PLAN 'Construction and houstnal Plywood'based M Product Standard PS 1-07 by Ore U.S Dept of Com. Ametcan Wwd-Preservers ASaoc0L4n(AWPAI for sawn lumber.glued Mmnated umber.round Poo` S2B.3 MODEL B STAUCTUR4L 3RD FLOOR FRAMING PLAN theme,and'PMormanca Standard for Wood-Based Structural-Use PaneK'based w Product Stand• wood piles and mane pries Follow American lumber,Standards Committee IALSC)quality assun+ce Pro- SM3A MODEL 8 STRUCTURAL 3RD FLOOR STUD&SHEAR WALL PLAN wo PS 2.04 try the U.S Dept o Commerce and-plywood Desgn Soecibwtion'based on APA cedures phrour s Ines bear the appropriate mark. Fasteners or anchors in heated wood Shea be of sain• CONSULTANT: PDS- m� 04 by the Amem Ptynood Assowtan Unless noted otbenivi",sheall shalla comply width less%tear ho4 imd ierped 9"n or as per ISC 2304 9.5, 52$.4 MODEL B STRUCTURAL ROOF FRAMING PLAN NO` the following table: Md sl plates in normally evy.merict application;ma/be treated with Sodium Burster(DOT-Disodwm Oc- S2C.1 MODEL C STRUCTURAL FOUNDATION!STUD&SMEAR WALL RAND I abommTe"hydratat as recent studies have noted lass connector cormvbe potential Iran other available S2C,2 MQOEI C STRUCTURAL2NO FLOOR FRAMING PLAN TABLE of SHEATHING-Use,Minimum Thickness and Minimum APA Rating wood ointments or the ongmal CCA Iroated s■Dams Wood treated vnth Sodium 9dnale shall ors Profecmd S2C.2A MODEL C STRUCTURAL2N'D FLOOR STUD&SHEAR WALL PLAN tlung aMpmem.atrxegb and insalatron to mmmeze leacMng of Ibe waled•»:uDM Proadrvahw from Ina 52C3 Location Thickness Span Rating Plywood Gmde Exposure amber Sodium boala pressure healed plates do rot mquee no-d�Pprd gaNanizetl wnnc�tOrs MODEL C STRUCTURAL 3RD FLOOR FRAMING PEAK S2(;-3p MODEL C STRUCTURAL SRO FLOOR STUD III SHEAR WALL PLAN E I-I G I rl E E R S® Roof 15132" 32/16 C-D I If wing as plates other than CCA a sodiurn Donate,almners must be hot dipped gatvmnzed a'mails. S2C4 MODEL C STRUCTURAL ROOF FRAMING PLAN 818 STEWART ST•SUITE 1000 Floor 23132'TBG 24 OC STURD-I-FLOOR 1 sleet Fawners Ina .Dolts ac•-ow's.washers 6 lag scmw,;soothing tunbor wnaaom ye,st hangers, 52D.1 MODEL D STRUCTURAL FOUNOATIOW STUD&SHEAR WALL PLAN SEATTLE,WASHINGTON 98101 past naps Mid Ifa ift etc)to PT Wood%hall nave vmdar corrosion resistance PMW- s lrnatctwg protective S2D.2 MODEL DSTAU AL CTUR 2ND FLOOR FRAMING PLAN PHONE:(206)332-1900•FAX:(206)332-1600 Walls 15/32" 32/16 C-D 7 uennti as the protected corrector, that h,use not dipped gahranaad or Sunless steel taste en, Far FLOOR wiwiski-engineerscom Tensile(noes pulp sctewa washers S lag Screw imber members sn s)attaching sawn t or Sneathinp(shear 52D.2A MODEL P STRUCTURAL 2ND FFLOOR STUD&SHEAR WALL PLAN waft)to Pressure Treated wood be conan resonant Choi olpped galvanized or svimess steer MODEL D STRUCTURAL 3RD QI rt 1 L/ LOOR FRAMING PLAN ST R V C T lJ R AL Unless noted othNwlse on drawings,ina el(DOT and floor panels with long dimension across supports &SHEAR WALL PLAN S�•3 wvmsm v vwv.m co,v.n.mia au 6an:a.:erv:a and with panel continuous over two or more spans.End joints shall occur over Supports. Always verity the suitability of the fastener protection/coaling with the wood treatment chemical manuactur- S2D.3A MODEL D STRUCTURAL 3RD FLOOR STUD "•'�"'��'^'^'^'^"' Tvnbe<Cannepgrr Snap be'Strong The'by Smepfdm Company as seedbed fa then lafest rataloq er/supplier. S2D.4 MODEL D STRUCIUFI ROOF FRAMING PLAN r.�r.+.....•,rw.t.�..w Ntimom connectors by oU+Or manufacturers Tre.b may be n comNed Provided theSpecified have latest ICC ip- S2E.1 MODEL E STRUCTURAL FOUNDATION!STUD&SHEAR WALL PLAN REGISTRATION STAMPS: Proval for egwvalonl o greater load capacm re es and a rews'wed and approved by the SER Dior to S2E2 MODEL E STRUCTURAL 2ND FLOOR FRAMING PLAN ordemg Connectors shall be insueed Per the manufacturer's insbucuoris Where contractor sumps S2E.2A MODEL f STRUCTURAL2ND FLOOR STUD&SHEAR WALLPLAN commct IWO mMnpars,pace One-half of the nags Or bolts in each member Where straps am used as C beld•dawns,rWe Sifdp9 iO wood hamtnq fast PrKK b Drywall appteatan,as ate as posvpb n the tram- 5263 MODEL E STRUCTURAL 3RD sIOOR FRAMING PLAN a4 ``sy�, mg process a allow the wood T anmk and me building ll sattM Prima tat na pro or me snap may S2E.3A MODEL E STRUC1LpWL 3RD FLOOR STUD&SHEAR WALL PLAN lead to Napo#hog and wood to s erri damage 52EA MODEL E STRUCTURAL ROOF FRAMING PLAN When cormeelors am m 0xpO5M extahor applications in conacl with phoetvalhe treated wood Fri S2F.1 COMMUNITY SLOG SiT1[)CTUAAL FOUNDATION/Stull&SHEAR WALL PLAN other than CCA connectors shoo be eibtir batch no4lipped galvanized(HOG),mecnaniwy Salvo• 52F.2 COMMUNITY BLDG STRUCTURAL 2ND FLOOR FRAMING E AN noted(ASTM 8695,Class 55 mlmmum)siwuess MUL or provided with 115 OZJat of arts gaWanuing S2F.2A COMMUNI7Y BLDG STRUCTURAL 2ND FLOOR STUD&SMEAR WALL PLAN i;- Mi `equal to or better than Simpson ZMAX finish S2F,3 COMMUNITY$l{`G STRUCTURAL ROOF FRAMING PLAN Allyn tI 1� Nail soaps to wood its"as late as possible in the framing process to show the wood to shmk and S3.0 STRUCTURA.FOUNDATION DETAILS the building W settle.Premature nailing of the strap may Lead to strop pudding and potential finish damage Sg,2 STRUCTURAL FOUNDATION DETAILS DATION DETAILS PROJECT IDENTIFICATION: Fa�ryfruu6 bops scrawl,eta)alm:hing limber commo=s Ipisl hangars,post w1M and bases. S4,0 STRUCTURAL WOOD SHEAR WALL DETAILS wren etc)to PT wood en have S_1af wrrwion resistance pmpemies(matoung proecove filiements)m S4.1 STRUCTURAL WOOD FRAMING DETAILS Park 77 the oroteaed conrHcmr Fasteners(nags.bah`,%sews,etc)attache g sawn umber members a Sq.2 STRUICTURA_WOOD FRAMING DETAILS Sheathing(Near wads)to PT wood be conosion r nursunt,nags and ten boas shaft be armor HOG (ASTM A153)a slarnim stets VMly q+e Suhab4ity of Inc IostMler Protecbon'caung w,m ono Wood 54.3 SIRt1C TUBA_WOOD FRAMING DETAILS pdatment chemical manutp',duf nsuppfror, ABBREVIATIONS DRAWING LEGEND FOR Provide washers under the heads and nuts or all bolls and lag screws bearing on wood • Lao Sol slBaps:Conform to ASTM A307 and IBC Section 2304 9 L Angle EXT Extenor PSF Pounds per Square MIRK DESCRIPTION MARK DESCRIPTION VV�/� AS Anchor Bolt FD Floor Dram Foot DArlington • Rmineered Woed Products(Majd411 The fOpewmg matenafs are based onlumber manufzlured by ADDL Additional FDN Foundation PSI Pounds Per Square Tru`Jow and were used br the design as shown an Ise pans Ntirnam products by other munutap FOOTING SYMBOL(REFER TO INDICATES WIDE FLANGE COLUMN Investments L.L.C. Wram They be Substitution etervided they have current ICC approval for nuwaienf a greater load and ADH Adhesive FIN Finish Inch Flo T ALT A Adhesive FIN Floor PSL Parallel Strand SPREAD FOOTING SCHEDULE) 1 suffiress propird.1 and are reviewed and approved pry the Structural Engineer ARCH Architectural FRP Fiberglass Reinforced Plastic Lumber INDI TESNOLLOW STRUCTURAL AT B or BOT Bottom FTG Footing P-T Post-Tensioned 1P PILE CAP SYMBOL CHEDULE) ER TO ❑ SECTION(HSS)COLUMN OR 20201 77th Avenue NE a Lnm,natrA Veneer Lumber ILVLI:Conform to ICC ES Report No.ESR-1387 or CCMC Report B/ Bottom Of F/ Face of PT Pressure Treated PI CAP SCHEDULE) THE STEEL ITS COLUMN No OB675-R BLDG Building GA Gage R Radius INDICATES HOLLOW STAUCTURAL WA b Ppnaoel Strand Lumber IPSLI:Conform to ICC ES Report No.FSR-1387 or CCMC Report No, BLKG BlockingGALV Galvamzed RD Roof Drain CONNECTION SYMBOL CONCRETE WALL Arlington, 1O CONNECTION SYMBOL(REFER TO o SECTION(MISS)COLUMN OR 11161-R BMU Brick Masonry Unit GEOTECH Geotechmeal REF Refer/Reference CONNECTION DETAILI STEEL PIPE COLUMN c Lam un r 1e�SyaM Limper L=Conform to ICC ES Report No.ESR-1387 or CCMC Report BP Baseplate GL Glue Laminated Timber REINF Reinforcing BRBF Buckling Resisting GWB Gypsum Wall Board READ Required SHEAR WALL SYMBOL(REFER TO ■ INDICATES WOOD POST No 12627-R Braced Frame HDR Header RET Retaining2VV HEAR SHEAR WALL SCHEDULE) d Jaoered and ParaftL Cnod I-JOISTS IDafened 8ubmmatl Conform to ICC Report No.ESR arin- BRG Beg HF Hem-Fir SCB Sprier)Concentric 1153.The manufacturer won design me lasts WOW spans and conditions shown on the pions BTWN Between HGR Hanger Braced B B Joists Shan have wood chords and sold wood wens Joists shay be apMd or parallel as CL Centerline HD Hold-down SCHED Schedule Ql REVISION TRIANGLE ■ INDICATES BUNDLED STUDS shown on The plans, C Camber HORIZ Horizontal SHTHG Sheathing This limitingghl is: CB Castellated Beam HP High Point SIM Similar TILT-UP/PRECAST CONCRETE WALL 1.Cap)TigId 2016 nsmarces or lac. TABLE of ENGINEERED WOOD Requirements CIP Cast in Place HSS=TS (Hallow Structural Section) SMF Special Moment ❑1 PANEL NUMBER(REFER TO TILT-UP/ Ej INDICATES CONCRETE COLUMN 2.The Anlulect's hmnmfcm of Pmfessiolial Scnncc CJ Construction or IBC Imemsuonal Building Frame PRECAST CONCRETE WALL ELEVATION 3 Fotzrte on its,prolal ad+Obtain Ateatod's Type Use Widths E(1ay FIT Fit Fell Control Joint Code SOG Slab on Grade CMU WALL REINFORCING SYMBOL Nltlterl peril%Wall at Yl}'IX)rtt lMp Or tepfedacti0lL PSI PSI PSI PSI CJP Complete Joint ID Inside Diameter SPEC Specification O7 (REFER TO CMU WALL REINFORCING INDICATES PRECAST Penetration I Invert Elevation SO Square SCHEDULE) CONCRETE COLUMN ISSUED: Rimboard or Stair CLR Clear IF Inside Face SR Studrail LSL Rimboard 1'/:" 1,3E 1,700 400 1,400 CONTINUITY PLATE LENGTH �_ Stanger CLG Ceiling IN? Interior SF Square Foot INDICATES MOMENT FRAME MARK DATE DESCRIPTION 1. Header. '/:'Beam or Col- 3 CMU Concrete Masonry k Kips SST Stainless Steel ® (REFER TO TYPICAL DETNL) CONNECTION 1 pyt4/1016 IBLOG PERMIT SUBMITTAL Timberstnand LSL umn<9"depth 3E 1,700 400 1,400 Unit KSF Kips Per Square Foot STAGG Stagger/Staggered 2 01-482017 IAN02 INDICATES DOUBLE SHEAR INDICATES CANTILEVER Rimboard,Header e th ader or 1.55E 2,325 310 2.050 COL Column LF Uneal Foot STD Standard 1D CONNECTION(REFER 70 THE DOUBLE f� CONNECTION Timberstnnd LSL 1 "•3%" CONC Concrete LL Live Load STIFF Stiffener SHEAR PLATE CONNECTIONS DETAIL) Beam t 9 P CONN Connection LLH Long Leg Horizontal STL Steel Timberslrand LSL Wall Stud 2x4&Zx6 1%" 1.3E 1,700 400 1,400 CONST Construction LLV Long Leg Vertical STRl1LT Structural ® INDICATES REINFORCING TYPE (REFER TO THE REINFORCING ■- INDICATES DRAG CONNECTION Wall Stud>2x6 1`/:' 1.5E 2,250 400 1.950 CONT Continuous LP Low Point SW WJ Solid Web Wood SCHEDULE) C'SINK Countersink LONGIT Longitudinal Joist INDICATES NUMBER OF STUD RAIL Microllam LVL Header,Beam 1'/.' 1.9E 2,600 285 2,510 CTRD Centered LSL Laminated Strand Lumber SYM Symmelncal INDICATES WOOD OR STEEL STUD Parallam PSL Header,Beam 3'/:",5 W.7" 2.0E 2,900 290 2,900 DIA Diameter LVL Laminated Veneer Lumber T Top SR_ REQUIRED AT COLUMN(REFER TO WALL DB Drop Beam MAS Masonry T/ Top Or STUD RAIL DETAIL SI Parallam PSL Column 3%".5%-,7" 1.8E 2,400 190 2,500 DBA Deformed Bar Anchor MAX Maximum T&B Top&Bottom ROOF/FLOOR DIAPHRAGM NAILING PROJECT NUMBER 1 16011-0075 DBL Double MECH Mechanical TC AX LD Top Chord Aural two O SYMBOL(REFER TO DIAPHRAGM INDICATES MASONRY/CMU WALL APPROVED BY I BAILING REQUIREMENTS Contour 10 IBC Section 23DS.9•ComecuMs and fasteners'Unless now on DEMO Demolish MEZZ Mezzanine TCX Top Chord Extension NAILING SCHEDULE) PR{y}E(T pLRE{-IOR 1 Mimeo Stevens plans,nail per Table 2304 91.Naiti+g to rcolmfoor daPnmgtMKMar walls shall be Per drawings Nos Nap DEV Development MFR Manufacturer TDS Tie Dawn System STEEL/CONCRETE COLUMN INDICATES CONCRETE/RLT-UP PRO)ECF)IMAGIX, I Doug H4Mn be driven Hush and than not fncturo are surtaw Of SMalmng-Alternate halls tnay be used put are suOjeC OF Douglas Fir MIN Minimum T&G Tdr+qus&Groove Cl SYMBOL(REFER TO STEEL CONCRETE WALL C'HECTKID BY. to mv,eve and approval by the Strucleonal Engineer.Subs oddin ot staples lot the haiRq of rated sheathing is DIAG Diagonal MISC Miscellaneous THY.ND itiakamd >a COLUMN SCHEDULE) subpct to review by the sm cturaf eng,nea prior to construction DIST Distributed NIC Not In Contract THRD Threaded ELEVATION SYMBOL(f/REFERS JOB CAPT.•1IN. I N pn Igo OIL Dead Load NTS Not To Scale THRU Through rTIFfG=7C-X• TO COMPONENT THAT THE INDICATES WOOD OR STEEL STUD STANDA�Q LIGHT-FRAM CQN^gTRUCTION.Unless noted on the plans,construction shall conform to ON Down OC On Center TRANSV Transverse 1 ELEVATION REFERENCES) SHEAR WALL ISC Section 2308'Convenlonae Lght•Frame Construction." DO Ditto OCBF Ordinary Concentric Braced TYP Typical DRAWING TITLE: DP Depth/Deep Frame UBC Uniform Building OF STUDS BUBBLE(INDICATES NUMBER Na„FRS ON STEEL C.OLUTANS and BEAMS Wood 3x miens are gonerally require;on a5 HSS columns ■/ OFMBERREQUIRED IF EXCEEDS INDICATES BEARING WALL BELOW DWG Drawing OD Outside Diameter Code NUMBER SPECIFIED IN PLAN NOTE) STRUCTURAL and steel beams alum or embedded within wood Ieeming Unless noted otherwaa,attach with 518-dian - (EI Existing OF Outside Face UNO Unless Noted for bolts or welded studs at Won centers Wood rimers on teams supporting peal hangers shah not over. EA Each OPNG Opening Otherwise INDICATES STEP IN FOOTING hang the beam flange by more than W EF Each Face OPP Opposite URM Unreinforced �- FOOTING TO TYPICAL STEP IN INDICATES EXISTING WALL GENERAL NOTES, A FOOTNG DE7NU MQI TURE CONTENT:Wood material used lot this project Nap haw maximum moisture confirm of 19% EL Elevation OWSJ Open Web Steel Joisoistt Masonry Unit ABBREVIATIONS & excep/tot ale pressum-vested wow sal Pate Retm to TESTING&INSPECTIONS for the vamxaton of ELEC Electrical OWWJ Open Web Wood Joist VERT Wid. X DETAIL U SECTION CUT It these time/.Trio maximum moisuro content mqutied maybe leas man 19%when baud on a particular EMBLEV Elevator PL Plate W Wide POST-TENSION DEAD END(PLAN) EMBED Embedment PAF Powder Actuated Fastener W/ W4h SXX (DETNLNUMBER/SHEE7NUMBERI LEGEND clash inglinwNbon system Rater m the Architect s drairvi and Protect Spedhwudhs,or with caddxg wn- EO Equal PC Precast W/o Without areas?for m radium recommended moisture content rill DETAILS OR SECTION CUT IN PLAN POST-TENSION STRESSING END(PLAN) EQUIP Equipment PERP Perpendicular WHS Welded Headed Stud r��► EW Each Way PLWD Plywood WP Working Point ♦_j SO.g VIEW IDETNL NUMBER/SHEET NUMBER EXP Expansion PP Pertial Penetration WWF Welded Wire Fabric INDICATES LOCATION OF CONCRETE DRAWING NUMBER: EXP JT Expansion Joint PW-FA13 Prefabricated _ Plus or Minus WALLS,SHEAR WALLS OR BRACED 3 (IN IN TENSION PROFILE IPIAN) %/5%J( FRAME ELEVATIONS ] (IN INCHES) SPAN INDICATOR(INDICATES EXTENTS �"� 1 eJl �--�-_ OF FRAMING MEMBERS OR TE OTHER it-1-�-I'-S INTERMEDIATE STRESSING(PLAN) ,1.\lJ'STRUCTURAL COMPONENTS) 1 INDICATES DIRECTION OF DECK SPAN 3 $ t a 5 2 D SPREAD FOOTING SCHEDULE FOUNDATION PLAN NOTES: DYKEMAN SIZE 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1,1 AND S1.2. TYPE LENGTH WIDTH DEPTH REINFORCING O 2 2.VERIFY ALL DIMENSIONS AND ELEVATIONSWITH THE ARCHITECTURAL DRAWINGS. F1.5 V-6' V-6- 1'-0' (2)45B EW F1.5A 1'-6" V-6" 1'-6' (2)#5B EW ALIGN W/STAIR STRINGER ALL DOOROfORSHW IN FOUNEANOVEAILMFY DR INS AND LOPE SLOCK VTSFORFREEZRIOR TO NGCONCRETE. ALL DOOR OPENINGS IN fOVNDATON WALLS:DRAINS AND SLOPES 9LOCKOVTS FDA FREEZERS COOLERS.PLUMBING, WHERE OCCURS SPRINKLERS AND HVAC.ALL DUCTS.CHASES AND PIPES PER MECIWOCAL PLUMBING,ELECTRICAL AND SPRINKLERpeTi'us'7.sxTz I.,rn,h4,eernmr F2.0 2'-0' 2'-0� 1'-O' (3I#56 EW DRAINGS STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAW04S-CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS 171K u..r n1.N.r 1'I�ON.e C.s+al.wA mtol- F2.5 2'-6' 2'-6' 1'-0' (3)#56 EW L TOP OF SLAB fT/SLAB)ELEVATION ASSUMED Ob'.FOR ACTUALT/SLAB ELEVATION REFER TO CIVILAND ARCHITECTURAL F3.0 3'-0° 3e-0' 1'`(r (3)#5B EW DRAWINGS PROVIDE 10 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES.PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. CONSULTANT: 5,TYPICAL TOP INTERIOR( IOR)FOOTING ELEVATION=-1'-2',UN0.TYPICAL TOP OF EXTERIOR T/EXTERIORI aDC1 FOOTING ELEVATIONS UND. =0'4',LINO. 6.ALL FOOTINGS AND STABS TO BEAR ON COMPETENT HATM$OIL ANWOR STRUCTURAL FILL.SUBGRADE PREPARATION, STRUCTURAL FILL FOOTING DRAINS,AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL, GENERAL NOTES. E n C- I n E E R So B18 STEWART ST•SUITE 1000 7.CJ INDICATES CONTROL JOINT PER PLAN,AND 4JS3.0. SEATTLE,WASH INGTON 98101 Al A3 A6 PHONE(,*m"104fig206)332-1900•FAX:(2 0 61 332-1 600 &CONTR4Ci011 TO VERIFY TOP OF CONCFyeTE RAx?IIO WALL ELEVATIONS ON ALL PARTIAL HEIGHT RETAINING WALLS WEBSIf@ TI..,IIp.11pllTTl{.0T1. r� MAINTAIN TANALL ELEVATION A MINIMUM OF T ABOVE FINISH GRADE PER 102301-02304L CIVIL/ST R V C T U R A L ®yRr,iRM 7 Er-eem-1M All RggM ReurvM 9.ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN B'OF FINISHED GRADE SHALL BE PRESSURE-TREATED. L°J L°J 10.MOISTURE PROOF ALL CONCRETE STEM AND BASEMENTWALLS PER ARCHITECT. REGISTRATIONSTAMPS:? I 1 OIINLSHEARIWAWALL. I. 11. -.LSTAJRSSHALLBE IDDEP.-DES"EN D,VN AWL1 IZ t EwGN QNREMENTS PER STRUCTURAL GENERAL 2 15.107 SCHEDULE $ p` E- �t. C 6x6 PO ST,7Ya At 2'l0T 2.6016'OC BALCONY ---------- - C - - OF _ - _ _ 12,AT BUILDING 5,6,10,11,12 AND 13 PER ARCH SITEPLAN SD7.0 ADD Ill A5 LONGITUDINAL TO INTERIOR AND EXTERNAL µ6 fc� IS. t ---------- SA f P1 FOOTINGS_ ••. 9 FL, .1 1 1 I 14.TYPICAL DETAILS PER: I IS,IOT IS.TOT 1 I 1 1 I I I I is to, 1 ; ' 770T TW AT E7C1 S3.0 STRUCUTRAL FOUNDATION DETAILS �, •'A tl''---------- I 53.1 STRUCTURAL FOUNDATION DETAILS PROJECT IDENTIFICATION D - ---------- --- DNC S.MT i ;_-___2• SLAB ON G E ' 1 1 1 I 15 l0i W/#4018'OC CTRD I I EXTERIOR WALL, '-7 r ; PER PLAN NOTES I j g j ' STUD AND SHEAR WALL PLAN NOTES* Park 7/ J I 10 U SHEAR WALL T-- I T/SLAB=G'-0'(6'WHERE � I l l T I DVL I r. I� OCCURS PER NOTE 12l 1 ? ;�I '� ; G 5 POST AT INT 5-70 I 2a6 1610C 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER SLI AND St.?. Fri ' �� 1 I 1114 I TYP AT IN T ! ! I , �M 1 i 5707 Y' 6x0 POST tlN7 I I ' 70 j 1 ' W/ 2.LUMBER GRADE PER STRUCTUAA'_GENERAL NOTES. ' ' t&121#5HORI FOR 1. 9� ' ' 3.ALL INTERIOR NON-BEARING,NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES 1'•0"Mr12'DP CQYt i i , I F?.O I I 7DT - L. �2�- �ON�fTGW,�,.S TYP --r-tom L---- WD Arlington ' -------�-�-� I LONG G W/1 TNT ' I f2 ' rl I ----� ' 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UNO, 1 1 ' A I I 3T4 S S 0 16'OC,TYP 1 , 1 dWct2 COM WHERE MORE THAN(t)TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED W1 570, 1 ri , I ? 1 i 1 fiG I(2)#5 THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. Investments L.L.C. 53.1 yTlti I AT IN STUDS WHERE OCCUftSI R ARCH i LONGIT. AT EXT _ i 5.BEAMS SHOWN ON FRAMING PLAN SHALL 8-SUPPORTED BY W tlUNDLEDSrU05 MINIMUM,LINO.WHERE AT 1 1 510r 1 1 , 1 _-[Tw -__J �_ __- -YxL__J 1 i t i i 6.70? 1 1 ^ MORE THAN QI BUNDLED STUDS MEREDUOIfO,THE NUMBER OFBUNDLEDSTUDSSHALLBENOTED 20201 77th Avenue NE n r WE. THUS: BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION Arlington,WA 13.70! 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 51S4.0. -__________----�- -i L LFTG=-1'-2. 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE WB LINO r TYP AT EXi TYPICAL SHEAR WALL ELEVATION PER 4/54.0. B tp' B l i 1 1 I j I tZ 1 1 1 I , I I .� This d-inp is: 5.70t I j i 1 1 I LlOT SMt I I s. }- INDIG.TESTENSIONLOAD5flE0VIRE0 tlN KIPSL LOADS SHOWN ARE AT SERVICE LEVEL IASDI•CIRCLED LCopJVI1t20IGDYl�IAN.tic ?,70T 1 ; 5.7G7 ik 1 I 1 ----� ' N ER INDICATES NUMBER OFSTUDS REQUIRED FOR TDS110LD-DOWN. 2.TAT AKIutedsh°Lmoefd OrProiCssi0rod Scrvicc i _ _ i 1 I - ! i i.Forw Pu ResprOie MAY Oblain AtchnUl's `---------I 1 I --_-----�1 i , -___-- 10,TYPICAL HOLD-DOWN ELEVATION PER BI53.1, 2/S31 AND 3JS4.0, NTlil nuawn or kr use 4r unloa .1 B , en per r any 0U «prod . __ ____________� F1.5A __ __---- 11.- _ r---- ---- T ---- ----- ___ _ 5. ANCHOR BOLTS T TO BE 5/E-TNE ED SILL PLATES. EMBEDMENT PER 5ALVAGALVANIZED APROVIDE HOT-DIPPEDANCHOR RE NO ZED -4 A]4-- _� 5.70T W4 VO4 S.IOT , ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED I$$L1ED: 70i 5.7Gi , 5.70T C, �� 5.70T 5.70T AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES. MARK DATE DESCRIPTION LJ LJ 6x6 POST TYP AT 2 F15A Fi, t2.FREE STANDING 6n6 POSTS USE CCOSOS?.51YpE CAPANID BC TYPE 845E TYPICAL LINO.OTHERWISE BE Ok 1 05Af4/2018 BLDG PERMIT SUBMITTAL 570• STAIR Al A2 Q STRUCTURAL WALL 3.Y t HES MIN1)AUM AT BEAM END AND S,S INCHES MINIMUM AT CONTINUOUS BEAM. 2 O1/26A2017 A51 n2 13,TYPICAL DETAILS PER: 4JS4,0 TYPICAL SHEAR WALL ELEVATION 4/54,1 TYPICAL STUD WALL OPENING(HEADER)DETAIL - 2J54.0 TYPICAL PLATE SPLICE DETAIL PROJECTNUMBER 116011-0075 APPROVED BY I PROJECT DIRECTOR 1 M103TI St-11 PROJECThIANAGFIt I Dow Hofo CHECKED BY I JOB CAPTAIN. I Nnnan S4lailll ROOF w DRAWING TITLE: LEVEL 0.9w MODEL A STRUCTURAL A LEVEL02 FOUNDATION/STUD & SHEAR WALL PLAN LEVEL 01„ NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK A 1 MODEL A STRUCTURAL FOUNDATION;'STUD&SHEAR WALL PLAN C►✓2 1. 1 SCALE:VB'=1'-0' N T , 2 2 4 5 D FLOOR FRAMING PLAN NOTES: DYKEMAN 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2, 2 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS 3,FLOOR SHEATHING PER RAN AND STRUCTURAL GENERAL NOTES.SHEATHING TO BE GLUED AND NNLED TO FRAMING WITH 0.131*DIAn212'MIS 09.00 AT PANEL EDGES AND a IYOC FIELD.UNO.LAY SHEATHING WITH minas t+�1e1 (-ai sty RJ n , FACE GRAIN QONG DIRECTION)PERPENDICULAR TO SUPPORTS A10 STAGGER PAI4E L ENO JOINTS.ALLOW,fa' i SPACE BETWEEN PANEL ENDS AND EDGES. 171a N'.ae ntanne\knr tkho L�m+1.1vn f1l701-m1m 4;A.L DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5.ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN B'OF FINISHED GRADE SHALL BE PRESSURE- CONSULTANT: TREATE0. Em D I 6.ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM HANGERS AREAS TO ON PLAN. 7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2xS MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR E n Cj i n E E R So WALL PLAN ON FLOOR BELOW 81 B STEWART ST•SUITE 1000 e.BEAMS ARE FLUSH FRAMED WIT H JOISTS UNLESS NOTED OTHERWISE ON DETAILS,OR ON PLANS AS'OB' SEATTLE.WASHINGTON 98101 1 Q INDICATING THAT DROPPED BEAM FRAMING ISREQUIRED.BEAM•SUPPORTS PER STUD AND SHEAR WALL PLAN PHONE:(206)332-1900.FAX:(206)332-1 60o A3 V A7 ON FLOOR BELOW.PROVIDE An CUP EACH S10E OF FLUSH BEANS THAT BEAR ON DOUBLE TOP PLATES. ^E�11`` CIVIL/STRVCTV RAL PT 641 9.PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS ®gym+ 1 PWIIi14 Cemersarol�.fa Ppns FeunM AT SHEAR WALLS PARALLEL TO FRAMING,ALIGN It)JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAY BE ^"^"�,��„+ REQUIREDL REGISTRATION STAMPS: 3/4'SHTHG I - 10.ALL RIM JOISTS TO BE 1 12'LSL MINIMUM UNO. PER PLAN NOTES 2 T/SHTHG=9'-11 118, 11.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE �l B.C._ C .00 — — — — 12.BEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW �Ot iASYIj1�¢• /TPEX DECKING PER ARCH, PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 1. AT DECK: 2 ,r ealo BEAMS MAYBE su9sTlruTEow+TNBUILT m13Lzx10 BEAMS PER,olsa.l PER CONTRACTOR OPTION. 41 yP I 14.TYPICAL DETAILS PER f D 6/S0.0 HORIZONTAL STRAP FASTENER SCHEDULE S0.t STRUCTURAL WOOD FRAMING DETAILS S4.2 STRUCTURAL WOOD FRAMING DETAILS PROJECT IDENTIFICATION: YP AT INT 2x10a12"o: Park 77 2x10 ,2"OC � r to 16 UNO M z TYP EXT 2 FOR a 2 _ _ WD Arlington 9 _ ' c 1I� PT AaIII! � 1 I. o I Investments, L.L.C. n J /-wl EX DE KING PE ARCH, n ` AT Try AT D"CK n I — C - 2 __ A, _ _ _' � 20201 77th Avenue NE 1 a'2a10®12"oc I 2 xx+o lroc o 2 Arlington,WA 2 c PT GL 14tl? 1 11 � ;j li I 1� +1 1 11 I� 1 ti I' it 1212x10a,2•'oc p i I1 '' ' B 1; L212x,oa lx"OC U B I +' I' 1.ICoplA#Io2616DY)CEMAll Inc. 2.1he Alntulecl's llwurota of Pmfcssional5en•icc -1,For use on dl spmjcct mdY.Obl-I A.MW's — I B nriucn pcnnission for wW olhcr use or mpmducuau 1 ISSUED: MARK DATE OESCAIPTION S 1 W142019 BLDO PERMIT SUBMITTAL Al ® Sal 4 A5 7 2 ota9aon aslsx PROJECT A'LIMSER. 1 1601 uW75 APPROVED BY. I PROJECT DIRECTOR 1 M.:Aael Slevent PROJECTMANAGESI I Doug Hotut _C'HEC'KIED BY: I JOB CAPTAIN: I Natnon BaMde ROOF�, DRAWING TITLE: MODEL A STRUCTURAL2ND A LEVEL 02 FLOOR FRAMING PLAN LEVEL Ol NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF W ORK MODEL A STRUCTURAL 2ND FLOOR FRAMING PLAN S2A.2 SCALE:VB=V-0' N 2 4 5 a I D F- DYKEMAN STUD AND SHEAR WALL PLAN NOTES: 1-STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1.1 AND SI.2 2 LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3.ALL INTERIOR NONAFARING,NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. ret azs.zssalsl f^,_az6ass.szaz i uw.nyArmn.....er 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UNO. ms west mer;nevmw Ddwe Evcmn,WA snzm-zwfi WHERE MORE THAN(0 TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. 5.BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 09 BUNDLED STUDS MINIMUM,UNO.WHERE CONSULTANT: MORE 7TIlQ4 B BUNDLED STUDS TO B E CONTINUOUS O.THE NUMBERND FOUNDATION. BUNDLED STUDS SHALL BE NOTED I THUS:�BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. 3 R SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.0. — 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE W6 UNO. I n E E R So B TYPICAL SHEAR WALL ELEVATION PER4/S4.0. 818 STEWA FIT ST•SUITE 1000 SEATTLE,WASHINGTON 98101 PHONE(206)332-1900 FAX:(206)332-160 lAli[_E WEBSITE:www,dci-enginssrs.cam A3 INDICATES TENSION LOADS REQUIRED ON KIPA.LOADS SHOWN ARE AT SERVICE LEVEL(ASDL CIRCLED CIVIL/STT�V CT V F3AL N RIHDICATES NUMBER OF STUDS AEl7U1REOFOR Tpb HOLpDOWN. mMar�Rn 1 va.emwm....noirc an a,sm.a.:.red 10.TYPICAL HOLD-DOWN ELEVATION PER 8153,1,12/SaI AND 3/S4.0. REGISTRATION STAMPS: n.ANCHOR BOLTS TO BE 5/3'DIAx T MINIMUM EMBEDMENT PER 5+53.0.PROVIDE HOT-DIPPED GALVANIZED ANCHOR BOLTS ATPRESSURE-TREATED SILL PLATES"HOT.DIPPEO GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED awl v 140T AT SODIUM BORATEPRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES 2 �\ `F B C OT �! C / — — _ — — — 12 FREE STANDING w POSTS USE CCOSDSI.B'fYp"E CAP AND BC TYPE BASE R'PICAL.UNO.0T1i«r4W1. BEAR ON •�C• •1� (�t--�'t- �I. STRUCTURAL WAlL 3b'Ih ES.-IMUM ATBEAM sun AND&W INCHES MINIMUM ATOOHTINWUS BEAM. ;u p- a va 6.6 P 13.TYPICAL DETAILS PER 1 OST Ai 9 _ am comY i ter» 960T 4/54.0 TYPICAL STUD WALL OPENINGO(H UOr 9w, 4/54.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL �^ i W3 — _ W3 21S4,0 TYPICAL PLATE SPLICE DETAIL D � 3.60T J PROJECT IDENTIFICATION: m Park 77 TYPICAL INTERIOR WALL 3.BIT j O UNO IN SHEAR WALL SCHEDULE 0' 2salsoc FOR 2 '�°� a WD Arlington TYPICAL ExT OR WALL. o�SCHED SHE WAIL .n: SCHEDULE Investments, L.L.C. � arnal AT ai 50" w � wa _ S4T 20201 77th Avenue NE - - — AC' - i © „oT B)n' axJo�.f]'PAT1N• Arlington,WA 0./�� © BHG STUDS WHERE 3 A3 S 701 as PER ARCH o r� i 40s 1,J0' B p This dmrsdng is: I-T 3 (JpT L Copnplt 2016 DYKEAtW Inc. 750T 350T '40, ILSOT 2.7de AnlnlccI!0WnO NVI`Pmfessi—(Service _ 350E p 3,For me ou do pmkC Oldy.MOM AwWw's nnhcn penluwn for ally ulhcr We or mprwMcdon -A W6 W6 awT 0x0POST"TYPAT a'S0' WB WB 3SOT ISSUED: 7 150T STAIR 9.6pT 150' ) MARK DATE DESC.ROPTION® 1 o MT 10 BLOC PERMIT SUBTTFL 3.5n' 4 A7 2 Olrl-=)!l5I20,7 Asln PROJECT NInIBEER 11601 T-01)75 APPROVED B]" PROJECT DIRECTOR I MIT--Stawm _PROJECTAIANAGER I Doug Hoftus CHECKID B]'- 1 JOB CAPTAIN I Notnan awmo ROOF„ DRAWING TITLE: v LEVEL 03_ MODEL A INDICATES LOCATION — � STRUCTURAL 2ND A A OFHOID{10WN-1111, FLOOR STUD & SHEAR WALL PLAN LEVEL 01„ — v NOTE. DRAWING NUMBER: DARKENED ONES DESIGNATE AREAOF WORK MODEL A STRUCTURAL 2ND FLOOR STUD &SHEAR WALL PLAN S2A.2A SCALE:1/&=I'-0' NI 4 1 2 4 1 FLOOR FRAMING PLAN NOKEMAN ES 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER SL I AND S1.2. 2,VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS 3.FLOOR SHEATHING PER PLAN AND STRLVU RAL GENERAL NOTES.SHEATWNG TO BE GLUED AND NAILED TO eea.zs�sa�lbl Av'4xa+w.p� ,,,,,•d�d„wn..� FRAMING WITH 0.131'DIAx2 1fY NAILS 0 VOC AT PANEL EDGES AND 0 12'OC FIELD,UNO.LAY SHEATHING WITH FACE GRAIN O.ONG DIRECTION)PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JWNTS,ALLOW 118' 1)Itl N'a��Alarinr t'kw Drfw E�ert0.WA 96'DI•SD7a SPACE BETWEEN PANEL ENDS AND EDGES 4,ALL DUCTS.CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMRING,ELECTRICAL AND SPRINKLER DRAWAM1N.6.STAIR DETAILS AND GUARDRAILS PEd ARCHITECTURAL DRAWINGS. CONSULTANT: 5,ALL WOOD EXPOSED TO CONCRETE.WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE- — TREATED. CI 6.ALL 2.HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM D HANGERS ARE AS SPECIFIED ON PLAN. — 7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 12)2x8 MINIMUM HEADER SUPPORTS PER STUD AND SHEAR C rl G rl E E R S® B16 STEWART ST•SUITE 1000 WALL PLAN ON FLOOR BELOW. SEATTLE,WASHINGTON 98101 2 8.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS`TOTED OTH£RW tSE ON DETAILS,OR ON PLAt25 AS'DB' PHONE:(206)332-1900•FAX:120 61 3 32-1 60 0 1,Al A3 6 INDICATING THAT DRO°PED BEAM fRAMINGISREONRED.BEAM SUPPORTS PERSTUDAND SHEARWALL PLAN WEBSITE:ww ki—gineer-. PT0K70 ON FLOOR BELOW.PROVIDE A35 CLIP EACH SIDE OF FLUSH BEANS THAT BEAR ONDOUBLE TOP PLATES, c1v1�/sTFeuCTuf3A� m Wpynnl4 '1 "Amelo Canvemero lrc MRigMS ReurvM TYP AT DECK 9.PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING ALIGN 11)JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAY BE a ..�.�•� e~w 3/4'SHTHG REQUIRED). REGISTRATION STAMPS: L I PER PLAN NOTES 2 T/SHTHG=19'-10 114' 10.ALL RIM JOISTS TO BE 1 1/2'LSL MINIMUM UNO, 0� �• C C _ 11.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE, ��OT tIAS/7/ •/• �W/TREX DECKING PER AlCH- 12.BEARING STUD.SHEAR WALL,HOLD-DOWN.POST SIZE.AND POST CAP AND BASE REQUIREMENTS BELOW �: B TYP AT DECK PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. V I I i „ I S4•t I 13.600 BEANS MAYBE SUB,TITUfED WITH BUILT- IM 2%10 BEAMS PER IO/ A PER CONTRACTOR OPTION. rtsl I 1 i all I 14,TYPICAL DETAILS PER: VfM41.O- I 11 I D 6/S4,0 HORIZONTAL STRAP FASTENER SCHEDULE S4 1 I I I S4,1 STRUCTURAL WOOD FRAMING DETAILS PROJECT IDENTIFICATION: I I 2 S42 STRUCTURAL WOOD FRAMING DETAILS ' ¢ •YPAi IN, I 1 S, ; Park 77 1 2 206C 1G'« d 2 POST A90VE 1 2 1� Y Y7lRtO PO ABOVE I Ilh POST P EXi „ x ABOVE 2 FOR 2 i u � � _ u =p__ _ = J --- BUNDLED PSL7x91/4&PSL5 WD Arlington B-dl• PSL7x9 N&P$5114 I --� �I 1/4x91/42 1/4 44� a 24 IWOC 2 p 1 W1211/2'OTHRU BOLTS 4 Investments, L.L.C. W/(2)112.0 THRU BOLTS 4 Wf DECK) PG, 1a.9 1f 1G'OC 16 C 5 5 19x9 U4 I m` PER CH ,i AT _ _ I 20201 77th Avenue NE C —I 2x10 4,z"oc i2..00 a C Arlington, WA y 11 I Ig 1 6 pSlr 114 )—� -_�. 5..3 1 4.6 BLKG ALIGNED n-�--- -." 1C_-_ W/WALL ABOVE 4x6 BLKG ALIGNED jl Wi j i II 1 p I ;i I T 1 PSL5 1/4x9 1/4 W/WALL ABOVE I STAIR I I 1 pl 2 II I B d 2x10 1r-OC ii 1� �i �� 2x10012"oc li i 1 .mod—ingLS: 1 I' ATG BLKG ALIGNED - 1.TI.AMl4 2oEGDYI:EVUN.In: 1 11 II 1 1 i ij I i t W/WALL ABOVE L__ �_�� IL _I__,j i B ?.Forma...111t pMw o�Abw.A d*cd's e B I - — Yp 1 — I •,1 — I U tm6cn TK.--"10'wy OIIw m:a Kwod"ch- 1 ISSUED: DATE DESCRIPTION 10 MARK OW14120% BLDG PERMIT SUBMITTAL 54.3 Al A2 A4 5 7 z 6104en617 :sln2 PROTECT NUMBER 11GOl t•OOis APPROVED BS' I PROJECT DIRECTOR R MlChael Slwane PROJECTATANAGER1 I Da+q"mis CHECKED BA'. 1 LOB CAPTAIN: 1 Nalnan Balmile ROOF,, DRAWING TITLE: LEVEL 03�, MODEL A STRUCTURAL3RD A � FLOOR FRAMING PLAN LEVEL 01 0 NOTE DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK MODEL A STRUCTURAL 3RD FLOOR FRAMING PLAN S2A.3 SCALE:1/6'=V-0' 1 N 1 2 2 5 D • SnJO AND SHEAR WALL PLAN NOTES: YKEMAN 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3.ALL INTERIOR NON-BEARING,NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. (eL 92S 259�161 f.425.2596242 r Vw.rlVkemannef 4.HEADERS SHOWN ON FRAMING PLAN SWILL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UN0. 1716\Ycsl Marinc Vicw Drivc Evcretq WA 98201-209D WHERE MORE THAN(t)TRIMMER IS REOMED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION, 0.0 5.BEAMSSHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY011BUNDLED STUDS MINIMUM,UN0.WHERE MORE THAN 01 BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED CONSULTANT: THUS:RW BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. D I 3 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/54.0- 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UN0. W6 E n G I n E E R so B.TYPICAL SHEAR WALL ELEVATION PER 4/S4.0. 818 STEWART ST•SUITE 1000 SEATTLE,WASHINGTON 98101 Al A3 PHONE:,2061332-190D•FAX:,2 061 332-1 600 AD- N }� INDICATES TENSION LOADS REOWREO(IN KIPS).LOADS SHOWN ARE AT SERVICE LEVEL IASDL CIRCLED WEBSITE www.dci-engmeerxcom NU INDICATESNUMBER OFSTUDS REQUIRED FOR TDS HOLD-DOWN. Crvlt_/STr�uCTVra p.� cc-, V D4wrO..nsvYctlAye.a.s•.•e 10, TYPICAL HOLD-DOWN ELEVATION PER 8/S3.1.12/S3.1 AND 3/S4.0, 11.ANCHOR BOLTS TO BE 5/8'DIAx T MINIMUM EMBEDMENT PER 5/S3.0,PROVIDE HOT-DIPPED GALVANIZED REGISTRATION STAMPS: 2 I ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED 5 00T AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES. / OMT C C 0 — _ �FREESTAMNG W POSTS USE CCO$DS7.5'YPE CAP AND BC TYPE BASE TYPICAL UNO,OTHERWISEBEAR014 pS V'STALL 3S•INCHES MINIMUM AT BEAM END AND 0.5'II.'CHES MINIMUM AT CONTINUOUS BEAM. W4 13,TYPICAL DETAILS PER 4/S4.0 TYPICAL SHEAR WALL ELEVATION �5�, �5c. (� SOOT 4154.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL - \ W4 / 0� Fp•�� 4 ySq,O TYPICAL PLATE SPLICE DETAIL D 5A07 PROJECT IDENTIFICATION: UNO IN INERIOR WALL. SCH Park 77 1 3 0 CH IN SHTEAR WALL ) SEDULE bO 16'OC FOR 2 e WD Arlington GXG P ST LIND AT TYPlLK E)CTEg10P.WICLL IN, 0,801 UNO IN SHEAR WALL OtOi 7 SCHEDULE Investments, L.L.C. �Geleoc I AT W4, I Wa 20201 77th Avenue NE Arlington,WA O� 4.00; A6 4�0 i o�n D.GDT B B 3 3 I This dmu„6g is:: 1,70T Dom, tro. 2.TI.A X201GDYK wof Jnc. 1.70i O50' 1.70T t70T 2.F,w;,tImpMalJoObNI.mdocas Professioidi ncc /Uny�p7L - — — — I wngen pemtisslon far undlws use or rcprodu:uoii `! I 7,701 W8 Wg 701 170*- W6 WB - ISSUED: 1,70T t.iDT MARK DATE DESCRIPTION O6H4rlD75 BI.OG PERMIT SUMI SUBMITTAL 7.7DT 1.7pT 1 4 rJ 7 O7rx=7 IASI r2 I - I PROJECT NUNIBG: 1 160:'-0075 APPROVED BY I PROJECT DIRECTOR ) MiUaH Stevem _PROJECT JIANAGER I U +Q HOlms CHECKED BY I JOB CAPTALN I Na%w BOINA. ROOF„ DRAWING TITLE: INDICATES LOCATION OF HOL".2Z., I LEVEL 03, MODEL A STRUCTURAL3RD A A �L 4 FLOOR STUD & SHEAR WALL PLAN LEVEL Ol!, NOTE: DRAWING NUMBER DARKENED LINES DESIGNATE AREA OF WORK A] MODEL A STRUCTURAL 3RD FLOOR STUD&SHEAR WALL PLAN KA•3 SCALE 1/6 1-O N 2 4 4 � 3 I DYKEMAN D ROOF FRAMING PLAN NOTES 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1.1 AND S1,2. 2.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS 3.ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL PLUMBING.ELECTRICAL AND SPRINKLER DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS rchasssutnt J.��xrxW+sz�x wJxr.na•.+ 4.ROOF SHEATHING PER MAN AND STRUCTURAL GENERAL NOTES.SHEATHING TO BE NAILED TO ROOF FRAMING WITH 1Tt6 N<•i Msnne Wta,.0rar L.amra,wn re:nl•Tore 0.13VDIAa212'NAILS 06=AT PANEL EDGES AND Q IrOC FIELD,VNO.LAY SHEATHING WITH FACE IS LIDIJG DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS.ALLOT'tAT SPACE BETWEEN PANEL ENDS AND EDGES.PROIDE PANEL SHEATHING CUPS CENTERED BETWEEN FRAMING A'UNBLOCKED SHEATHING EDGES AS REQUIRED BY ROOFING WA. 2 CONSULTANT: S ALL 2x HANGERS TO ?FACE MOUNT TYPE LUS.UNO. UUWFA,PARALLAM A14D MICROLLAM HANGERS AREAS - SPECIFIED ON PLAN. D'1' N F AL ! UPPLIEO AND DESIGNED BY JOIST SUPPLIER =D I 6.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 12)2x8 MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. En GIrlEERSe 7.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERV.45E ON DETAILS.OR ON PLANS AS'DB'INDICATING 818 STEWART ST.SUITE 1000 THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. SEATTLE,WASHINGTON 98101 PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. PHONE:(206)332-1900.FAX:)206)332-1600 lAl. A6 7 CI 8 PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS,TYPICAL CE1S E:www,Eci-engm com VIL/ TRUU C R L ®wm„on TUA 7 IL PROVIDE SOLID BLOCKING OVER ALL SMEAR WALLS AND BEARING WALLS.AT SHEAR WALLS PARALLEL TO FRAMING, '+r^Sn� IR al9,im:a°:<"m ..°C^'"°�•m STRUCT x 6'-0' ALIGN JOIST OR TRUSS OVER SHEAR WALL IADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). •.�.+•�.+w+R•�^`..•�"'�'••""�°�•" LONG '.TYP PT 6x10 VWHEpe RS 10,HORIZONTAL STR-TIES INDICATED ON THE FRAMING PIJW ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR REGISTRATION STAMPS: I I HEADER BLOCKING OR BEAM.NAIL ISTRAP TYPEI WITH OW x 1 12'NAILS 6 TOC EACH END AND 000 x 1 11T NAILS 0 1 2x4 OUTRIGGER I 1TOC INTERMEDIATE.SPLICE REQUIREMENTS PER STRAP MANUFACTURER SPECIFICATIONS l £- C Iyp t C 2 0 O 24' COCCURS 2 11.ALL RIM JOISTS TO BE 112'LSL MINI MUM UNO. `Of '1SIjj PT 6xtp PT 6x10 12 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: x _ x 1/2'SH MIN PER PLA NOTES ROOF SYSTEM TO BE BIDDER DESIGNED.ROOF PLAN SHOWN IS A SUGGESTED LAYOUT.CHANGES MUST BE 1_ _ rP T/SHTHG D REACTIONS TO �� VARIED PER ARCH SUBMITTED TO ENGINEER-OF-RECORD THRU THE ARCHITECT WITH BEARING POINTS AN r - ,J r Iz STRUCTURE. O r _ t _ _ D TRUSS LAYOUT SHOWN IS APPROXIMATE.TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND D - - ----- rt 3 CONFIGURATION.NOTIFY ENGINEER OF REVISIONS TO PLAN. PROJECT IDENTIFICATION: 2.8 3 TYP .2 STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES Q2C T e LOW m - L �� 12000=INDICATESSHEAR TRANSFER LOAD IN ROOF TRUSS TO BE LOCATED ABOVE SHEAR WALLS TRUSS. Park „ , 2xB R4PiERi I I MMADNI/UF�ACCTT�URER SHALL DESIGN THESE TRUSSES FOR THE BRACKETED LATERAL LOAD SPM14ED ON PLAN,IN ,r i ®OW ROOF" I L. JO THE DESIGN DEAD AND LIVE LOADS tt 7 n 2 2 x n M 8 SHADED REGION INDICATES APPR070MATE AREA of OVERFRAMING.TRUSS MANUFACTURER IS FOR _ G137Ah12 GL5118a1 1/2 G 1/Bx15 I 1/3u1 0173.i:312 GL5110a1 {� _ _ SA NIGH ROOF RESPONSIBLE FOR DESIGNING THE OVEFWRAAMNG REQUIRED.TRUSSES SHALL BE DESIGNED TOSUPPORT x OVER-FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS WD Arlington 6 54.1 N t ALL GIRDER TRUSSES SHALL BE SUPPORTEDBYAMINIMUMOFTWOSTUDS.TRUSSMANUFACTURERTOSUBMITTO Investments L.L.C. u LOW S4.2 i TYP „ �� ENGINEER GIRDER TRUSSES REACTIONS. 2 1 _ ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION. A 20201 77th Avenue NE ROOF TRUSSES SHALL BE OESIGN=O FOR ADDIION+Y LOADS FROM IMECHAMCAL UNITS.ROOF PATIO AREAS. C _ _ _ - - - - - - - - rr LANDSCAPING AND p1parA.CONTRAC�OR70PROVIDE THE TRUSS SUPPLIER VITHLOCATIONS AND SUPPORT Arlington, WA r P AT 1' 2x1 .24'OC CONOITIONSOF ALL MECHANICAL.ELECTRICAL PLUMBING,AND SPRINKLER LOADS,SPECIAL TRUSS SHAPES AND T 2 SHEAR W L Ss. 4 r 2 2�13 RAF-ER OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS. �'��1 ®24'OC AT PROVIDE SIMPSON H10R H2.5A HURRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS.TYPICAL 11 o ,1 I' LOW ROOF TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BYTHE TRUSS SUPPLIER. B B 2zB R R i I _ _ 2+ j� 2 TRUSS MANUFACTURER TO DESIGN BEARING AT 70P PLATES FOR COMPRESSION PERPENDICULAR TO GRAIN Fc= This drd�ving is: LCOA RCA I , j1 1 3 i� _ _ r, S4.2 AT LOW 625Psi. I.IU Archo L.V6.MMMOf lnc 2.171c AIJ1ttecFs 116UIOlCO of Profcssioral Service L- i� t Sn1 -; II �. ROOF 13.B EARING STUD,SHEAR WALL,H OLD-DOWN,POST SIZE.AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD 3.Forn on Lhlspmjwt oily.Obiain Archtim'F y' - , ..nen pemxssion forMW other osC"Mp"CIJOIL I it r , , AND SHEAR WALL PLAN. J 14.TYPICAL DETAILS PER: ISSUED: 6/S4.0 HORIZONTAL STRAP FASTENER SCHEDULE DARK DATE DESCRIPTION t2 54.2 STRUCTURAL WOOD FRAMING DETAILS 1 O5M42018 BLDG PERMIT SUBMITTAL 2 0120201T ASI.2 TYP I PROJECT NUMBER I IWAI.0075 APPROVED B)'. I PROTECT DRLECTOR I M"el S;w- PROJEUNLANAGEA 1 Dotq Mr- CHECKED 0W' 1 JOB CAPTAIN. 1 NAMW Bama• HOOF w DRAWING TITLE: LEVEL MODEL A A A LEWL02 STRUCTURAL ROOF FRAMING PLAN LEVEL Ot„ - v NOTE: DRAWING NUMBER: DARKENED UNES DESIGNATE AREA OF WORK /� MODEL A STRUCTURAL ROOF FRAMING PLAN S2A.4 SCALE 118'=1-9 N' 4 5 1 1 2 4 5 D F- SPREAD FOOTING SCHEDULE FOUNDATION PLAN NOTES: D YKEMAN SIZE 1,STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1 2, TYPE LENGTH WIDTH DEPTH REINFORCING EN 2 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS, F1.5 V-6- 1w 1'•0' (2)#56 EW 3. F1.5A 1'f' 1'$ 1'-6' (2)#5BEW ALIGN W/STAIR STRINGER ALLDORACTORNGSINFOUNEA1ONWLND VE LTHEfoNSANDSOPES;LOWNG WITH ?HERSPRI°RTGVDVaRS,COOLERS 0.LL DOOR OPENINGS IN FOUNDATION WALLS:DRAINS AND SLOPES;BLOCKOU?S FOR FREEZERS,COOLERS,PLUMBING, WHERE OCCURS SPRINKLERS AND HVAC.ALL OVCTS.CHASES AND PIPES PER MECHANICAL PLUMSM ELECTRICAL AND SPRINKL ER Irtdy�slrl0t (¢4•S3M.SIy n.rrArdr rr.n F2-0 2'-0' 2'-0' 1'-0' (3)#513EW DRAWINGS.STAIR DETAILS AND GUARORAILS PER ARCHITECT URN,DRAWINGS.CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. 1.10 Nav flulnrl7ew tA1.. FaertIr 1/A n11T01_MA F2.5 2'�" 2'-F 1'-0' (3)#5BEW 4.TOP OF SLAB(TMAM ELEVATION ASSUMED O'-0'.FOR ACTUAL TISLAB ELEVATION REFERTOCIVII ANDARCHRECTURAL F3.0 3'-0' 3`0' 1'-0' (3)#513 EW DRAWINGS.PROVIDE 10 MIL VAPOR BARRIER BELOW SLAB ATINTERIOR SPACES.PROVIDE FREE4)RPINING GRANULAR FILL PER GEOTECH REPORT- CONSULTANT: S.TYPICAL TOP OF INTERIOR((/INTERIOR(FOOTING ELEVATION=-1'-2',UNO.TYPICAL TOP OF EXTERIOR T/EMERIORI =D C I FOOTING ELEVATIONS=0'-0',UNO, 6'ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOILANDIOR STRUCTURAL FILL.SUBGRADE PREPAFMnON, - STRUCTURAL FILL,FOOTING DRAINS,AND OTHER REQUIREMENTS PER GEOTECH IIEPORTAS NOTED IN THE STRUCTURAL E 1-1G in E E R 5® GENERAL NOTES. 818 STEWART ST•SUITE 1000 7.CJ INDICATES CONTROL JOINT PER PLAN,AND 4/S" SEATTLE,WASHINGTON 98101 PHONE:(206)332-1900 FAX:(206)332-1600 B.CONTRACTOR TO VERIFY TOP OF CONCRETE(T/CONC)WALL ELEVATIONS ON ALL PARTIAL HEIGHT RETAINING WALLS. 1YEBEBs•wnrapae01H1q mm MAINTAIN TNVALL ELEVATIONA MINIMUM OF6'ABOVE FINISH GRADE PER 102301-02304). 113 CIVIL/sTr��cTL,1�,aL B� �� BO ©LoptnaA iFPPmeto CamersemlNl Figki PeuneE B4 2 9,ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 9'OF FINISHED GRADE SHALL BEPRESSURE-TREATED. ^^ r-1 BMOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. REGISTRATION MPS: L?J 6x6 POST AT 10.` F•� 5_'1 BALCONY 1 11-STEEL STAIRS SMALL BE BIDDER-DESIGNED.UNO.APPLICABLE DESIGN REQUIREMENTS PER S'RLCTUW GENERAL 2 1 F' e C F1.5A 1 r� ' FLSa 14 70" F�b4 r� i J I 12.AT BUILDING 5,6,10,11.12 AND 73 PER ARCH SITE-PLAN SD1,0 ADD 111715 LONGITUDINAL TO INTERIOR AND EXTERNAL `SOT `,Jct I I 1 r------------- _ ;a HIT /C 10T 1 1 1 '•M I I 1 ; i ago, IFOpi1NG5- LYY`- --__-- 1 I 1 1 1 ----- ----- 1 1 63. O �\ I T 2,a. JD 12 DES S_ HERE - ✓RS BAMf .KITE 'S1- SDLO. Ay am, i 1 ---_---t-CONC SLAB ON GRADE- 6.Bpt -- 1j. 115A T Lam' _ 14,TYPICAL DETAILS PER: v _ 1 1 WI`R Pl B'OC R 1 1 i l I 1 410T 1 S3.0 STRUCUTRAL FOUNDATION DETAILS f151.A8 0'-0'W WHER: ' , , 12 ' I 1 1 I S3.1 STRUCTURAL FOUNDATION DETAILS T OCCURS PER NOTE 12) i i i ,I i DG 4 I 1 ' L PROJECT IDENTIFICATION: 3 S3.1 T CAL,Nr Rw'L LTG:.-�.2. > STUD AND SHEAR WALI PLAN NOTES i~��- i i u G r i i 1 1 Z T W A'INT i UNO IN SHEAR W i I PAT EXF 6x6 POST,TYPUN01 I I ■ J I I I I r I> UN IN , , , 0.70T Park 77 1 L_JF25 I , I , r I f25 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. i I F2'3 AT INT I I 1 , I , , 1 r--I 2a00t I I It�r TYPICAL E1REa0Rw LS. 2,LUMBER GRADE PER STRUCTURAL GENERAL NOTES, i i •SI i e, , 1 I 53.: f2. I 'W2 UNO IN SHEAR WALL TYP _________ L__- SCHEDULE 3,ALL INTERIOR NON-BEARING,NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES ' �F2.0 1 1'-6Wx12'DP CONT I WHERE OCCURS I 0 r I y r_ _-____-I -_ -__ 2s68160C FOR �--' ----- ' FTG W/(2)45 PER NOTE 13 , p 0 8-W CONC STEM WAL 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UNO _ r----- -----I 1 i 1 LONGIT,TYP AT INT 1 ' ' 1 I i , 2 I �T I 1 W/N5018'OCVE T WHERE MORE THAN(11 TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED WD Arlington I , , r I 1 THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. 121 p5 HORIZ �' ; 1 1LE0T 1 `- ' --- __ D; '� Investments L.L.C. 1 1 aBOrf-------T l I 470T 5.BEAMS SHOWN ON FRAMING PLAN SHALL BEE SUPPORTEDBY 1218UNDL-0 STUDS MINIMUM.UNO:WHERE t -------------_-__------j , 1 �________---- 1 1 MORE THAN RI BUNDLEDSTUDSAREREOUIRED,THENUMBEROFBUNDLEDSTUDSSHALLBENOTED AT THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION- --- - -------- -- 3 20201 77th Avenue NE I r__-__-____l1d,B0T 01 OC TVP i '-0 1 1 Idd01 i t I I l i 1'E'Wx12'DPC OCCURS T 1 I( C FTG Wf ID 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5154.0. A?INTBRGS DSWHERE V V Arlington, A L- 1 ' r 1 r r-1 9S0 1 1! LONGIT,TYPA 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO, L. 1 I � 1 1 8.TYPICAL SHEAR WALL ELEVATION PER 4/S4.0. W6 1 1 1 1 1 1 r I I 1 1 1 1 0-00? 1 1 B I i i i i i i 1000i i i T i i 1 1 1 1 I L__-- 1 1 --_� 9. INDICATES TENSION LOADS REQUIRED TIN KIPS).LOADS SHOWN ARE AT SERVICE LEVEL(ASDL CIRCLED B This dralti is: 0O 11 1 1 1 t 1 , 1 1 000 11 - 1 1 f 1 _ I• NU RINDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLDDOWN. '� PU - 1 I f IomT r__----- 1.Copynpta z01GDYL'k"'UA.\Inc. L--�____---_J 1 r r 10A0T 1 1 1 1 1 1 1 1 1 •�u 1 I 1 r I I 10,TYPICAL HOLD-DOWN ELEVATION PER 9/53.7,12/53.1 AND 3/54,0, 2.The Amlvlttl'shwnmKly of Pmfessia,al Scnice 1 1 IO.00F dr IAnI .i F rtnC on Blur lxOJ=CIA tOL7 -------__J y --------- Tll rt __.1 NTMCtt nlOtslon JOr Orn'IXdt1 OSC OI fC 00n r11� • O _-� 11.ANCHOR BOLTS TO BE 518'DIAx 7'MINIMUM EMBEDMENT PER 5/53.0.PROVIDE HOT-DIPPED GALVANIZED BK ProOuc r 10.DOf 1 1 1HJ L F7SA F1J OCT__------- 1 L--_____--1 -- FF.SA FI ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPEDGALVANIZED ANCHOR BOLTS ARE NOT REQUIRED ----- J - 6x6 POST �, _ - _ _ _ A7 SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL HOTES. LL TWA'STAR L J LL ISSUED: I0.00T 10.00T 10.001 Ft SA F1, F1.5A Pt 12.FREE STANDING 6.6 POSTS USE CCOSDS2.I TYPE CAP AND BC TYPE BASE TYP➢CA-.UNO.OTHERWISE BEAR ON DATE DESCRIPTION STRUCTURAL WALL 3.5' S MI NI MUM AT BEAM END AND 5.5'INCHES MINIMUM AT CONTINUO US BEAKA O61tA2016 I SLOG PERMIT SUBMT`TAL - R O7l152017 ASI>r2 13,TYPICAL DETAILS PER: 4/S4,0 TYPICAL SHEAR WALL ELEVATION 4/S4.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL 2J54,0 TYPICAL PLATE SPLICE DETAIL. I I PROJECT NIAIMER 1 16011407S APPROVED BY PROJECT DIRECTOR I MKnAN SIwq_ PRO)ECT MANAGER I Doug HOT y CHECKM BY: I JOB CAPTASN 1 NCnm Bataft ROOF,, DRAWING TITLE: v LEVEL 03�. MODEL B STRUCTURAL A LEVEL 02 FOUNDATION/STUD & SHEAR WALL PLAN LEVEL DI NOTE' DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK l MODEL B STRUCTURAL FOUNDATION, STUD&SHEAR WALL PLAN S2B• 1 ( 2 4 5 2 4 5 FLOOR FRAMING PLAN NOTES:. D 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1,1 ANO 51.2. , YKEMAN 2 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS 3.FLOOR SHEATHING PER PLANAND STRUCTURAL GENERAL NOTES-SHEATHING TO BE GLUED AND NAILED TO FRAMING WRH 0,131'DIAx2 1R'NAILS 0 0'OC AT PANEL EDGES A19D R 12'OC FIELD.LIND.LAY SHEATHING V41TH FACE GRAIN(LONG OIRECTIONI?ERPENDICULAR TO SUPPORTS ANDSTAGGER PANEL END JOINTS.ALLOW 1q' SPACE BETWEEN PANEL ENDS AND EDGES. IeL4Lfi25931fi1 fru-4252fiY5242 [wxAyAaon.n�l 4.ALLDUCTS.WASES AND PIPES SHALL BE PER MECHANICAL.PLUMBING,ELECTRICAL AND SPRINKLER mfiwesl nwHncvew orlvc Everegwn 90zm-z09fi DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAVNNGS. 5.ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE- TREATED, CONSULTANT: G ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO,GLULAM.PARALLAM AND MICROLLAMN. D HANGERS ARE AS SPECIFIED ON PLA 7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(212x8 MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW e.BEAMS ARE RUSH FRAMED WITH JOISTS UNLESS NOTED OTHEC1 RWISE ON DETAILS.OR ON PLANS AS'DB' E n C, I n E= E R So INDKAIM THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN 818 STEWART ST•SUITE 1000 ON FLOOR BELOW.PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES SEATTLE,WASHINGTON 98101 PHONE:(206)332-1900•FAX:(206)332-160D 4.PROYM FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. WEBS(TE:—fti-engireers.ccm O BZ B1 AT SHEARWALLSPARALLEL TO FRAMING,ALIGN III JOIST OVER SHEARWMI(AD01110NALJOISTS MAYBE CIVIL/ST19 U07-U RAL REQUIRED). ®�vr , umm�e um<�.,w lz ao eesn fie:.r,.a 2 O 3/4'SHTHG e.....-,..,...r,-.�+..-..o•�' 1 PER PLAN NOTES 14 ALL RIM JOISTS TO BE 1 1/2'LSL MINIMUM UNO. Pf 2.3 a 1BOC PT T Da T/SHTHG=V-11 1/8' REGISTRATION STAMPS: WIT EX DECK314G PER ARC4,� TYP AT DECA� 11.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE. - B TYP AT DECK _ - - - I 12.BEARING STUD,SHEAR WALL,HOLD-DOWN'',POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW 1 •. B C 1 -_ -- PER STUD AND SHEAR WALL PLAN ON FLOOF BELOW I �±1 r � S II t30rt0 BEAfIILS MAY BES OWITH BUILT Pfy?x108EAM5 PEfl fpJSi,t PERCONTAACTOR OPTION. ��•' $t.t 14.TYPICAL DETAILS PER: I TMP .� :ary9 __J _ 6/54.0 HORIZONTAL STRAP FASTENER SCHEDULE S4.1 STRUCTURAL WOOD FRAMING DETAILS U74i11,,'-�•'� 2 2 S42 STRUCTURAL WOOD FRAMING DETAILS 12 g 2x10®1 1 I PROJECT IDENTIFICATION: 11 ; 9 (2)2xID D 12^OC ;1 1 TYP T 1 t1491K c,b p ;; Park 77 =I >; dll - 2-- c � I ' S4.3 2 Y` H I - W- FOR WD Arlington B --- -- -ft Investments, L.L.C. U I I 1 2 a $ PT 2x5 0 2 ' AT a 1 vvTREx wNG "s"O`y"` (; 20201 77th Avenue NE Arlington,WA 0rL- • ; P*(L'-EW4 E2- i ; PTGL63U 2 2 �7 11 B 1 11 1 1 11 11 ,1 11 I 11 iL TTus d—ing i5: B 1 I II 1 II II 11 BB - ;r l i✓- I - 1 - I - r . .... B I.Co"IIIit 2016 DY1Q!14'IML Inc. Tit A1Nulccfs I=WsW4W OFProf-ia[alSen- 1 3.For DeconlhisprojecloNT_Oblain Arclulccl's l ftcn pcmtission for mrc otller use or reprodunion L ILI B - - 3 - - u3 B ISSUED: MARK DATE: O DESCRIPTION 76PERMIT SUBMIT,AL BS ® B B1 a �0A9 I I I I I PROJECTNT,r,%BER I16y-,.007E APPROVED BY I PROIECTDIRECTOR- I MrchaclSt"- PROJECTMANACI'ER I OcW H0Twa CHECKED BY: I )OB CAPTAIN- I Nalhan Batallif ROOF, DRAWING TITLE: LEVEL O:i�, MODEL B STRUCTURAL 2ND ^ LEVEL 02� FLOOR FRAMING PLAN LEVEL 01„ NOTE: DRAWING NUMBER: DARKENED ONES DESIGNATE AREAOFWORK C R MODEL B STRUCTURAL 2ND FLOOR FRAMING PLAN S2B a2 SCALE:IN=V-0• N 2 3 4 STUD AND SHEAR WALL PLAN NOTES: D 1.STRUCTURAL GENERAL NOTES.DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER SI.1 AND S1.2. DYKEMAN IF 1 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES, 3.ALL INTERIOR NON-BEARING,NONSTRUCTURAL WALL STUD FIEGJ15EMENTS PER STRUCTURAL GENERAL NOTES 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KINC STUD MINI MUM,UNO WHERE MORE THAN(1)TRIMMER IS REQUIRED.THE NUMBER OF TRIMMER STUDS SHALL 3E NOTE'J THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. ao:assln�lr„ fac�xsssys7a w..vart.winnwn ill S BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(2)BUNDLED STUDS MINIMUM,UNO.WHERE MORE THAN(2)BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED 1:10 w..r 5lvirw clew UPoe EwmO.wn nD2D1•:wn THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. G SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5rA.0. CONSULTANT: 7•ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE LIND. B.TYPICAL SHEAR WALL ELEVATION PER 4/S4.0. W6 DC1 lp 9. +T INDICTESTENSION LOADS REQUIRED(IN KIPSL LOADS SHOWN ARE AT SERVICE LEVEL IASDI.CIRCLED En G I n E E= R S® N INDMATESNUMBEROFSTtIOSREOWREDFORTDSHOLD-DOWN. 818STEWARTST•SUITE 1000 SEATTLE,WASHINGTON 98101 10.TYPICAL HOLD-DOWN ELEVATION PER BI53.1.12/S3.1 AND 3)S4.0. PHONE(206)332-1900 a FAX:(206)332-1600 WEBSITE wwwdckengmeers.com 11.ANCHOR BOLTS TO BE 5/8'DIAz7'MINIMUM EMBEDMENT PER S)83.0.PROVIDE HOT-DIPPED GALVANIZED CIVIL/STFRVCTV RAL p ANCHOR BOLTS AT'PRESSURE-TREATED SILL PLATES.HOT-OPPEOGALVAMZED ANCHOR BOLTS ARE NOT REQUIRED ®u2ieen i ONMOComersanolrc P➢RigM9eurveE B5 O B3 6.s POST t.T 61 ATSODIUM BORATE PRESSURE TREATED PLATES PERSTRUCTURAL GENERAL NOTES BALCON+' 0 72.FREE STANDING 6a6 POSTS USE CCO4OS2$TYPE CAP AND BC TYPE BASE TYPICAL UNO.OTHERWISE BEAR ON 2 REGISTRATION STAMPS:" 2 STRUCTURAL WALL XF INCHES MINIMUM AT BEAN.END AND 5.5'INCHES MINIMUM AT CON71MJOUS SEAM. 13.TYPICAL DETAILS PER: p' E B C AOOi � 4/54.0 TYPICAL SHEAR WALL ELEVATION �Q•6�LAs/)�f C 8.007 BOOT 4 WZ gooT I I 4/S4,1 TYPICAL STUD WALL OPENING(HEADER)DETAIL �_00' 2/S4.0 TYPICAL PLATE SPLICE DETAIL goo' :\ l 4.00T 4,OOT WZ :3AV I soot ,►►.r �rl IN7£RI u.� i E 2 PROJECT IDENTIFICATION: �\A TNT ST• YP LIND 2 3 2 c u.0 D SN 2 2x6C, e9D1 Park 77 2 SmT TYPICAL EXTERIOR W L. UNO IN SHEAR WAL SCHEDULE FOR 2.D o lcoc ( I WD Arlington 17.4 S 0 16"OC,TYR Sm, ' AT TNT STUDS WHERE 6 4OOT OCCIC RARCH t00T �� 0 MOOT 2 Investments, L.L.C. — C 20201 77th Avenue NE l W2 \ggp7� W2 e6g, S.00, 2 a� I esoT I Arlington,WA S.aDT 6Tf0* m 5.ODT 5.7OT B B 5701 570T Tlus d—ine is: BB — — — — 13 I.COytlSI11 ze]ODYi(BA1A13 In, 5:70T 2.TIC At OY Prufessiolal Sendce 5.70T 5:70T 3.For Dee on Otis pmjed Doll•.061aw Ap 's 570T e 4�� antten penmssion Tor mre olhn cise 0rmpioradunion — 6x6 POST Ai SRPoi — 5.701 5.70T — — _ B ISSUED: I 3 TOT W3` 570T 5.70T — 81 B0 IAARK DATE DESCRIPT10i. B5 64 a oon5101 i ASI X- RMIT SUBIArr Y i I I I PROTECT NU-MBER 115011-007,. APPROVED BY I PROJECT DIRECTOR I MICNaN STavem PROJECT MANAGER I D"H-1— CHECKED BY. 1 )OB CAPTAIN: I NaVwn Sawk ROOD, DRAWING TITLE: LEVEL03„ MODEL B INDICATES LOCATION " STRUCTURAL 2ND A OF HOLDOOWN—'-, FLOOR STUD & SHEAR WALL PLAN LEVEL Ot NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK C R MODEL B STRUCTURAL 2ND FLOOR STUD&SHEAR WALL PLAN S2B.2A SCALE: 1/8'=V-0' 1,.N I 2 s F- FLOOR FRAMING PLAN NOTES: D 1,STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1.1 AND SI.2 DYKEMAN Z VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS 3.FLOOR SHEATHING PER RAN AND STRUCTURAL GENERAL NOTES.SHEATHING*0 BE GLUED AND NAILED TO FRAMING WITH 0.131'OtW tf2'NAILS a 0.00 AT PANEL EDGES AND a 12.00 FIELD,UNO.LAY SHEATHING VWH _ FACE GRAN 40NG DIRECTION)PERPENDICULAR TO SUPPORTS AND STAGGER PANE L END JOINTS.ALLOW I/8' SPACE BETWEEN PANEL ENDS AND EDGES. 4.ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING.ELECTRICAL AND SPRINKLER r¢E q•25,2593161 J 4252695zC2 Iwrw.dykerpn•er DRAWINGS.STAR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 1716 W""Est Marine Vicw Drive�Evcreu,WA 9fl201-209fl 5,ALL WOOD EXPOSED TO CONCRETE.WEATHER,OR WITHIN B'OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6,ALL2z HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM CONSULTANT: HANGERS ARE AS SPECIFIED ON PLAN, 7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2XB MINIMUM,HEADER SUPPORTS PER STUD AND SHEAR D I WALL PLAN ON FLOOR BELOW. B.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OWRWISE ON DETAILS,OR ON PUNS AS'DB' INDICATING THAT DROPPED BEAM FRAMI14G IS REOUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN != n G I F1 E- E R Se ON FLOOR BELOW.PROVIDE A35 CLIP EACH SLOE OF FLUSH BEAMS*HAT BEAR ON DOUBLE TOP PLATES 818 STEWART ST•SU ITE 1000 SEATTLE,WASHINGTON 98101 9.PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WA_LS PHONE:(206)332-1900•FAX:(206)332-1600 AT SHEAR WALLS PARALLEL TO FRAMING,ALIGN Ill JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAY BE WEBSITE:w ,dci-engineerscom © REGUIRED) crvl�/STRVc-ru r�fa� B5' (B4;; 63 6 EllBO a�„, i PAmnoL mers m.Iw Nl6«ks ee.rva 14 ALL RIM JOISTS TO BE 1 12'LSL MINIMUM UNO. 112-SHTHG •...�....,r► PT 2x6 a 16'OC , NPT 6x10 - - MIN PER PLAN NOTES - _ 11.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE. REGISTRATION STAMPS: P AT D'r.C.. WA T EX DECKING PER ARCH. 12.BEARING STUD,SHEAR WALL,HOLD-DOWN,POSTSIZE,AND POST CAP AND BASE REQUIREMENTS BELOW D TYP AT DECK - D PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. ' C --1 lµ C I I � -- B 13.0alO BEAMS MAYBE SUBS TEO WITH BUILT P1312x106EAMS PER 101S4t PER CO OPTION. y A. .A7IH � u.t 7. T� TYP 44 BLKG II I 14.TYPICAL DETAILS PER: ALIGNWf LABOVE 6/S0.0 HORIZONTAL STRAP FASTENER SCHEDULE S4.1 STRUCTURAL WOOD FRAMING DETAILS *' S4.2 STRUCTURAL WOOD FRAMING DETAILS Too 2 2 it *YP AT IN' iW 12 4.6 BLKG ALIGN 2a1 0 1 '0` 1 2 ;; 2 ;, I , S4.1 PROJECT IDENTIFICATION: I ALLS ABOVE I POS' dimN U 2s 2x10 G-12"OC I AT etE I y > 3�y DPNG ABOVE � � - I 2 Park 77 45L31 1 ^ s ce%1p TYp utt _ L31 11 K z f �.L, P---==_---�� I� FOR WD Arlington So WlTREXDECKING - _ ____;; t'2 Investments, L.L.C. - W, PER ARCH AT C = - --- - - , _ - - 20201 77th Avenue NE Arlington, WA _ tl1 r g PSL 114� 114 -_ or.,r r T ; PT GLG ii STAIR STAIR r II 11 I; 13 r 2 H I+ r o This pM, is: L7 I.CaPm1 20eS 11.9'EA1AN.In:. OO , It PSL51tAd1X• u y 2.TIVANI.Wft l'M MofProfessional 5creice 4 nFor im on tl�s 2 ,-tum pemumiaulforaa'achcr er ormpmducuon `---- UY DP5;.311px 1/48P5.5, 4K6 BLKG ALIGN WI --�-_ -- AA:ILA.A�.IGN 1 1Jdte+/ wA LsaBovE ISSUED: 5U1E�95'0 1 B 10 Sim 10 Srtn I MARK DATE DESCRIPTION BC ® 54.3 54,3 B u 2 0 BQ017 AS1 02P£RhllT SUBMITTAL J I I i PROJECT NUMBER 116011-0075 APPROVED BY I PROTECT DIRECTOR I M,cnaN Slwam PROTECTALANAGER I Dag Hoput CHECKED BY I JOB CAPTAIN: I NAM-BalaA! ROOF d, DRAWING TITLE: LEVEL O�10 MODEL B STRUCTURAL3RD LEVEL 02 FLOOR FRAMING PLAN NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OFWORK C R MODEL B STRUCTURAL 3RD FLOOR FRAMING PLAN S2B t.3 SCALE:IN=1'-0' N s I J 1 5 1 STUD AND SHEAR WALL PLAN MOM D 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1,2 DYKEMAN 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES, 3.ALL INTERIOR NON-BEARING.NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4,HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UN0. WHERE MORE THAN(1)TRIMMER IS REQUIRED.THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. ' reL 4252593Ifit f 426259.52<2 rnvuuAyAxMM rt.ner 5.BEAMS SHOWN ON FRAMING PLAN SHALL 81 SUPPORTED BY Go BUNDLED STUDS MINIMUM,UNO.WHERE MORE T Q)B NUMBER STUDS ARE REQUIRED.THE NUMB OF BUNDLED STUDS SHALL BE NOTEDTHAN IT16 Wal Merinc Mew Drlvc EvcrMt WA 9fl201-209fl THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION, 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.Q CONSULTANT: 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE W6 UNO. DCI B.TYPICALELEVATION SHEAR WALL ELEVATION PER MSL4 9. }7 INDICATES TENSION LOADS REQUIRED(IN KIPSL LOADS SHOWN ARE AT SERVICE LEVEL(ASDI CIRCLED E n G i n E E- R So N INDICATES NUMBER OF STUDS REOUIREO FOR TDS HOLD-DOWN- 818STEWARTST•SUITE 1000 SEATTLE,WASHINGTON 98101 10,TYPICAL HOLD-DOWN ELEVATION PER B/S3.1,12/53.1 AND 3/50.D. PHONE:(206)W2-1900•FAX:(206)332-1600 WEBSRE:w .dci-sngmesrs.com O 6x6 POST AT 11 ANCHOR BOLTS TO BE 5l3'DIA x 7'MINIMUM EMBEDMENT PER 5/S3.4 PROVIDE HOT-DIPPED GALVANIZED C 1 V I L/STFt lJ CTU RAL BALCONY B1 BO ANCHOR BOLTS AT PRESS RE-TREATED SILL PLATES HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED Ohm 01r.aCuv—Aawa— B5 ® B3 B 2 AT SODIUAt BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES "'. 0 I l 12.FREE STANDINC 6x6 POSTS USE CCOSDS2.5 TYPE CAP AND BC TYPE BASE'TPICAL.UNO.OTHERVRS'_BEAR ON • ' \ll STRUCTURAL WALL 3.5'114CHES MINIMUM AT BEAM END AND 5.5'INCHES M&Imum AT CONIINUOUS BEAM REGISTRATION STAMPS: 13.TYPICAL DETAILS PER: ��>TE A,BLo� C a C 430. QS4.0 TYPICAL SHEAR WALL ELEVATION 1 011IT W4 t.BOT l,80T Wa I I 4/50.1 TYPICAL SKID WALL OPENING(HEADERI DETAIL ?, 2/S4.0 TYPICAL PLATE SPLICE DETAIL !66T PROJECT IDENTIFICATION: ORw 2 CEAR WALL SCHEDULE I I Park 77 Ip SCHEDULEHEDULE 2 2XG C 16'OC 2 o TYPICAL EXTERIOR WALL, FOR SILO&SHEAR WALL 2 I UNO IN SHEAR WALL FRAMIXCi K-R S2B.2A SCHEDULE WD Arlington ,.66T C Investments, L.L.C. AT wa y' wa 3.,�' 20201 77th Avenue NE 1/2'SHTHG Arlington,WA MIN PER PLAN NOTES e i STUD&SHEAR WALL 2 FRAYING PER 52B.1A B R 2-10T 2-10, n1L6 dra—ig Ls: B I.CoWnpht 201GDYKITUIN Inc. 2 10" 2.TIA ArcLiwa's(uununcq of Proressiowl Scn•ice 3.For asrn II p10WQ OIdP.ON A1clI Wa Wa Nnarn PC.,vc.for am Ofli useorrapodmi- 4 z.1or :101 ISSUED: 2.1DT I MARK DATE DESCRIPT)ON 65 64 B 61 BO Z ("r12 I 6 BA9Sir2�R6uT SUBMITTAL I I PROJECT NUMBER. 1 16011.0075 APPROVED BY 1 PROJECTDIRECFOR 1 Lcr+ad SW ft PROIECT'AIAKAGFR' I POW"01M CHECK®BY I )OR CAPTAIN_ 1 Nathan Sat", ROOF�, DRAWING TITLE: INDICATES LOCATION OFHOLD4XMN--,,, I LEVEL MODEL B v STRUCTURAL3RD A A LEVEL 07, FLOOR STUD & SHEAR WALL PLAN LEVEL Ot_�, v NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK. MODEL B STRUCTURAL 3RD FLOOR STUD&SHEAR WALL PLAN S2B•3 A SCALE 1l8'=1'4' N 1 2 J 5 2 4 5 ROOF FRAMING PLAN NOTES: D 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. DYKEMAN 2.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3.ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL.PLUMBING,ELECTRICAL AND SPRINKLER DRAWINGS STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS 4.ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0,131-DIAx21/2-NAILS®G-OC AT PANEL EDGES AND 012.00 FIELD,UNO.LAY SHEATHING WITH FACE GRAIN(LONG DIRECTION)PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS ALLOW lie SPACE BETWEEN PANEL ENDS 1el q'L5.2593161 f 42525Y.5242 r nw.aylamloti�r AND EDGES,PROVIDE PANEL SHEATHING CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED SHEATH ING EDGES AS 1 REQUIRED BY ROOFING 2 171swrst ntaa�evcv Dave Evcren,wn snztB-z0ss F.ALL 2x HANGERS TO E FACE MO%W TYPE LUS.LINO. ULAM,PARALLAM AND MICROLLAM HANGERS AREAS SPECIFIED ON PLAN. ° SHAL PPLIED AND DESIGNED BY JOIST SUPPLIER 6,HEADERS SHOWN BUT NOT SPECIFIED ARE 70 BE(2)2x8 MINIMUM HEADER SUPPORTS PER STUD AND SHEAR WALL CONSULTANT: PLAN ON FLOOR BELOW. I 7.BEAMS ARE FLUSH FRAMED NTH JOISTS UNLESS NOTED OTHERWISE ON DETAILS.OR ON PLANS AS'DB'INDKA7ING a THAT DROPPED BEAM FRAAWNG IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES E; nIS1nEER -So 8.PROVIDE SIMPSON H2.5ATIES AT ALL HOOF JOISTS,TYPICAL 818 STEWART ST•SUITE 1000 &PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS.A7 SHEAR WALLS PARALLEL TO FRAMING, SEATTLE)WASHINGTON B6101 ALIGN JOIST OR TRUSS OVER SHEAR WALL(ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). PHONE:(: dci-e00•FAX:ru s32-1600 WEBSITE:www.d3-engineerscam C 10.HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAIT ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR ST Fl U CT U R AL BJ TQAI O B•2 B� BO HEADER,BLOCKING OR BEAM.NAIL ISTRAP TYPEI WITH DW-I IfT NAILS OM EACH END AND OW a 1 1/2'NAILS® ®.� "°^w'm c«•.�am i.x.aik*nRnr,w 1/2'SHTHG �•"�~•� ��• 2x4 OUTRIGGER 0124'OC, _ MIN PER PLAN NOTES t70C 1NTERMEOIAIE_SPLICE REQUIREMENTS PER STRAP MANUFACTURER SPECIFICATIONS, �.++�.•"."^"^""'•� 6'-0STR LONG TYP WHERE OCCURS x G'10 T/SHTHG VARIES PER ARCH G'-0'LONG M NP I \ 11.ALL RIM JOISTS TO BE 1 1/2'LSL MINIMUM LINO. REGISTRATION STAMPS: WHERE OCC AS 1 PT BZ10 P* 12 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: \ C -- PT 6x10 �� WA C r --•— � ROOFSYSTEM TO BE BIDDER DESIGNED.ROOF PLAN SHOWN IS A SUGGESTED LAYOUT.CHANGES MUSTS! 6 �/ SUBMITTED TITHE ENGINEER-OF-RECORD THRU THE ARCNITEC•VATM BEARING POINTS AND REACTIONS TO _ Q STRUCTURE �' 41 l I TR1155 LAYOUT SHOWN IS APPROXIMATE TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND 1 TYP CONFIGURATION.NOTIFY ENGINEER OF REVISIONS TO PLAN. ?{ 2NST GABLE END TRUSS 2x8 RAFTER WHERE OCCURS i I i _ • STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. ®24'OC AT Sa LOW ROOF 11 1 1 b' �� 4-MMBSI INDICATES SHEAR TRANSFER LOAD IN ROOF TRUSS TO BE LOCATED ABOVE SHEAR WALLS TRUSS. m I jj Ar LdiVl MANUFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACKETED LATERAL LOAD.SKCIFIED ON PLAN,IN PROJECT IDENTIFICATION: 1 11 n r i a C —1 3 I I O THE DESIGN DEAD AND LIVE LOADS. II Park 77 11 11 �I R 1 7 &24 AT SHADED REGION INDICATES APPROXIMATE AREA OF OVER-FRAMING,TRUSS MANUFACTURER IS 1 h a 1 54.2 TYP AT SHEAR RESPONSIBLE FOR DESIGNING THE OVER-FRAMING REQUIRED.TRUSSES SHALL BE DESIGNED 70 SUPPORT GL51JSx1 1/2 I GU IOU13112 615 1 13112 GL51/6x131/2 GL51/a,13112 GL51/Sx131/2 --_ I 11 OVER-FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS -x --- �- -- ALL GIRDER TRUSSES SHALL BE SUPPORTED BY A MINIMUM OF 1W0 STUDS.TRUSS MANUFACTURER TO SUBMIT TO FOR 1 i 1 1 i • ENGINEER GIRDER TRUSSES REACTIONS _ = 6 N; 54.1 YP _ 1 8 WD Arlington - 1 m 1 u I1 S•3 1 � o I m u 543 ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE 70 FOUNDATION. n _ AT NKH ROOF BppF 1RU$5:5 SHALL BE DESIGNED FOR ADb1TI0NAL LOADS FRON,IMEC HA1�fCAl UNITS,ROOF PATIO AREAS, Investments, L.L.C. ii LOW LANDSCAPING AND PIPING).CONTRACTOR TO PROVIDE THE TRUSS SI)MI ER WITH LOCATIONS AND SUPPOR' AT ----- CONDITIONS OF ALL MEOHAI'OCAL ELECTRICAL.PLUMBING,AND SPRINKLER LOAD$,SPECIAL TRUSS SHAPESAND �1 ,L rl 42�106 C OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS 2020177th Avenue NE 2x9 RAFTER (L__-----__� 11 PROVIDE SIMPSON HI OR H2.SA HURRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS,TYPICAL Arlington, WA 24'OC AT _�--- R TYPA� Sa.22LOW ROOF I OWALL / u u ' TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER,II 1111 3 i 5 to ii i ATL ROOF TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR 70 GRAIN fcIIU S4.1 1 542 ii 11 625pszB �1 j 2x10 24'OC i 07 11 ::==J 13.BEARING STUD,SHEAR WALL.HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW PERSTUDB tl 1 11 1 "— TILS d.,,ing is: _ n 1 1 _ _ H_ Iz AND SHEAR WALL PLAN. I.CoP.nFht 2016 DYKEMAK Arc. 14.TYPICAL DETAILS PER: 2.Tht AKhitcct'slmtnamu oTPmfessioral Scrvtcc jj 11 2tt6 RAFTER 3.For we on t1w project only Obtain Archncds ®240C AT BJS4.0 HORIZONTAL STRAP FASTENER SCHEDULE aTiucn pemussion for.vnothcr use orrcprodummn LOW ROOF S4.2 STRUCTURAL WOOD FRAMING DETAILS B ISSUED: 12 TT 2 B� MARK DATE DESR 5UU SUBMI A t QBI141r1016 IBLOG PFJiMIi AL 2 01911B/1017 IASIa_ I PROJECT'N1:�13E'11 I 1 W t 1.0075 APPROVED BY I PROJECT DIRECTOR I M.A..St— PROJECT MIANAGER 1 Doug HofM CTIECKED BY I JOB CAFTAN I Nathan Bata*, ROOF,, DRAWING TITLE: v LEVEL°'to, MODEL B A A LEVE1-02„ STRUCTURAL ROOF FRAMING PLAN LEVEL 01 , v NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK MODEL B STRUCTURAL ROOF FRAMING PLAN S2B•4 SCALE:11W=V-0 N 2 I 4 2 4 5 SPREAD FOOTING SCHEDULE FOUNDATION PLAN NOTES: DYKEMAN SIZE 1,STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1.1 AND S1-2 TYPE LENGTH WIDTH DEPTH REINFORCING CO TS 2 2 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS F1.5 1'-61 1,-T v-0, (2)#5B EW F1.5A V-6' 1'6 1'-6' (2)#5BEW ALIGN W/STAIR STRINGE ALL DOOROPENINGSINFOUNDL LOCATE AIONWALLS;DRD VERIFY THE ouotj)SLO%-BL CKOUTSFORFRRS PRIOR TO uZERS.CING O LET All DOOR OPENINGS IN FOUNDATION WAILS;DRAINS ANp SLOPE$BLOCKOUTS FOR FREEZERS.COOLERS.PLUMBING, WHERE OCCURS SPRINxLERSANDHVAC.ALL DUCTS,CHASE4 AND PIPES PER MECHANICAL PLUMBING,ELECTRICALANDSPRINKLER p♦y7ytfS31s1 J1m47SiWs6• uu.eellsvlu nr F2.0 2'-0' 2'-0' 1'-0' 131#5BEW DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS,CONCRETE CURBS AND LOCATICHS PER - ARCHITECTURAL DRAWINGS Rl4 pnu u.nnc Cu,+Orue ermrl.wn m7o1saml F2.5 2'-6" 2'-6` 1'-0. (3)#5BEL' A.TOP OFSLAS 01SLA81 ELEVATION ASSUMED 0'-W-FOR ACTUAL 1/SLAB ELEVATION REFER TOCIVIL AND ARCHITECTURAL F3.0 3'-T 3'-0* T-0- (3)#5BEW DRAWING&PRONOE IO MIL VAPOR BARRIER BELOW SLASAT INTERIOR SPACES.PROVIDE FREE-DRAWING GRANLAR FILL PER GEOTECH REPORT. CONSULTANT: TYPICAL TOP OF INTERIOR( IOR)FOOTING ELEVATION=-1'-2',UNQ.TYPICAL TOP OF EXTERIOR TIEXTERIORI F UNO. FOOTING ELEVATIONS=0'-0',UNQ. HDC1 6-ALL FOOTINGS AND SLABS TO BEAR ON COMPETENTNATPf.SOIL AND/OR STRUCTURAL FILL.SUBGRADE PREPARATION, STRUCTURAL FILL,FOOTING DRAINS,AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. E n G I n E E R Se 818 STEWART ST•SUITE 1000 7.CJ INDICATES CONTROL JOINT PER PLAN,AND 4/S3.0. SEATTLE,WASH INGTON 9BI01 PHONE:(206)332-1900•FAX:(206)332-1600 a CONTRACTOR TO VERIFY TOP OF CONCRETE(T/CONC)WALL ELEVATIONS ON ALL PARTIAL HEIGHT RETAINING WALLS: WEBSITE:I-i.doi-engineer-om MAINTAIN TANALL ELEVATION A MINIMUM OF 6'ABOVE FINISH GRADE PER 102301-023041, c Iv 1 L/STR V c-ru FinL ®Gopynok '! 0Pmelo Came,urolrc All9iak5 fleuneE ^c 9.ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE-TREATED CV V l.� 10 MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT REGISTRATION STAMPS: i 1 E RIOR AL LIE STN ALL BE E 0.U ' DES( pUIR E TS PE UCTU ' ENE p Bx6 POS*.T r r r° 10.70i r°i U IN SNE ALL LJ I0.70T lJ LJ LJ SCHEDULE \ - BA- C F1.5A_//-BALCOf4Y_ ___ .-___ ___�� __ ft.y' _ _ C 10.70T L� , •'I 1 r_ i ,- 1 ¢ 16.70T 1 v 12 AT BUILDING 5,6,10.11.12 AND 13 PER ARCH SITE-PLAN SD1.0 ADD Ill g5 LONGITUDINAL TO INTERIOR AND EXTERNAL 54 F7.5A I FO.4 BOIL F1.5A W701 1.00• 1 i i 1 , r.°�. _- 4 ;a r®' r ,in_�® ' L-_--_______.� I I I 1 �___________J 1 I I TYP 1 LJ .• ( .-i -M,< ______t ____ I ' ' I r_____ __ _ r 1 BUIL tI OEB 5.. ERE PE AND I*EC SITE I _____----- - 1 , ` --------------- ' , 1 , 4 I ! 1 1 ----------1 1 , 1 1 r--------- 1 , L_»-______. ?.DOT 1 •-__________J 1 S3.1 14,TYPICAL DETAILS PER '^ - 1 1 I I I __T I 1'6'N'x12YJP CONT I ' , r__________, ; i i i ' APAT ` - --____-� i f ' ONC FIG WJ ql IS i TYPICAL INTERIOR WALL- I I 1 , r ---------- - ----- Sal STRUCTURAL FOUNDATION DETAILS -_--________ __ , , , 1 � • I I UNO IN SHEAR WALL ' ' 1 _____________ __ 1 S31 STRUCTURAL FOUNDATION DETAILS I I LON'GI TVP AT GW/0IK'T fATOT- - T I STUD AND SHEAR WALL PLAN NOTES' PROJECT IDENTIFICATION: I , ; I $31 ; , W/#4018'OCCTRD ; ' Park 77 F2 5 ' F7.5 I I I ' I I PER PLAN NOTES 1 '--1 I I 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA.ABBREVIATIONS AND LEGEND PER 57.1 AND 51.2 11 2 1 ' r-� ' r-� I I I ' TYP AT INT , 1 I I ' 1 10 T/SLAB=O'-0'16'WH ERE .' I I I I f2.0 ,� , ; $3.1 3 _ 1 I OCCURS PER NOTE 121 1 I I 2 LUMBER GRADE PER STRUCTURAL GENERAL NOTES 1 1 , 1 ;- '-J �I I , i 1W ; I j , ; �m T 3.ALL INTERIOR NON-BEARING.NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES 1 1 L-J i i ' ' ' , 1 ;01 1 1 L_.J I4,f0• i ' 1 i 74.10T FOR 2�10T 4 � I 74,1OT ' , , I ' F25 1 1 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY Ill TRIMMER AND Ill KING STUD MINIMUM,UNQ .00T 1 1 Fq p 1 " 4,• WHERE MORE THAN(11 TRIMMER IS REWIRED.THE NUMBER OF TRIMMER STUDS SHALL BE NOTED J 1 f20 ' ' i J ' I I i , ' ' ;o' ' ' r-' r--- ----- THUS: .TRIMMERSTO BE CONTINUOUS TO THE FOUNDATION. WD Arlington L--_-___ r-•1 ' 1°I 1 I , ' 2A 19T ' 1 1 I 1 , 1 I� 1 I0,50i STUDS 61� ' Investments L.L.C. ' 1 1 5.BEAMOWN ON FRAMING PLAN SHALL B.SUPPORTED BY qI BUNDLED STUDS MINIMUM,LINO.WHERE ' L ' ' ; ' 1 , 1 ; ; , T1T'AT; ' I , MORETHAN M SUNDLEDSTUDS ARE REQUIRED,THENUMBER OF BUNDLED STUDS SHALL BE NOTED 1 7 LOT 1 I 1 1 1 1 , 24�10 I I I 1 1 1 TINT BRG ' ' AT I , THUS: -BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. I I 1 ' i ' ' ' _- ____ __ __ 5.80T 1 ISTUOSWHERB I 1 -- ------------ I VARIES PEI ; o p�p _ _ -O 20201 77th Avenue NE P2-pl ___-,__ I 7,1p7e 13 ' ' -_-1 W:oV4 - 0.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.0. .y - •L I' ; ' ' J.' ' L 3 74,10: I eV1f+ T--- 1 - •, �' ; K�1r "-'iinrd; , LngcH Arlington,WA 24.1oT ' �® ' 1 I ' I ' ' 5 ' ; , , 21.10• ; ' _f2_,0 7 7 ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO- 0:9 , ,O*ES 1 r' , •,_J o3 F2_.0 I 1 24.tOT L ' r___ ' 1 1 i �___� 1 1 , n I ' I050• 1 ' W6 ,n 0 -• ; 1 1 1 �� `--- , i 1 ; ' ' S3"1 1 ' ' i a TYPICAL SHEAR WALL ELEVATION PER 4/S4.0. NQTE 111 1 I r r ' 1 1 1 1 1 ) I 1 1 j /a/� 1 1 I 1 , 1 1 OCCURS PEFy' L____,, NOTE 13 LJ ' 1 1 1 3 1 � ; 1 1 I t'6'Wx12'DP CO 1 B CONC FfG W/ql 9. + INDICATES TENSION LOADS REQUIRED 09 KIM. ,LOADS SHOWN ARE AT SERVICE LEVEL(ASDL CIRCLED ID g ; 1 1 1 ; ; , , , 1 1 1 1 I 1 I 1 I 1 I T I N :R INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD DOWN. gTd411{no,s; 1 LONGIT,TYPA 1 , Mot 10 SOT1 Cap right 201G 01AT0.]nc. ' 1 , , I ' ' ' 1 10.TYPICAL HOLD-DOWN ELEVATION PER B/531,12/531 AND 3/54.0. AlelulecCs fcssiolal S-icc i I 1 1 i 1 , 1 -.For al Un pm ct v uu Er coon • ' ' ' 0.36T , ' g ' 1 11 ANCHOR BOLTS TO BE 5/e'DIA x 7'MINIMUM EMBEDMENT 1 Ilti 2.11,c _ M° oT Pro I 1 1 1 I l__________J 510T I - PIT PER SIS3.0.PROVIDE HOT-DIPPED GALVANIZED , 1 , 1 I ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REOUIflED For plW)c<l o1d.. In u1ECIt , ----- 1 r----- ',4'T f i ; ----- ----' -------------- T ' ' I 1 ? AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES f 1EPIU4u ___-- 17`1g L°J �° 1 20T i °JF1,5A ft, J 5.207i �-_-- -_-__ L----------1 ISSUE I �---------- `---------- 1 t.SA ctsA, ------- ---- ----- -------I L--------- r� r_ _ I T 7 ''---------'� _ ----------- ___ c ' I L J - C t2.FREE STANDING Bx8 POSTS USE CCOSOS25TYPE f1S AND BC TYPE BASE TYPICAL,UNQ.OTHERWISE BEAR ON L______ _ _ J F1.5A ✓'1 Wfi MARK GATE DESCRIPTION _ atot 5."OT 520T F1.5A F1�7if �� 5107 510T S10T 7 STRUCTURAL WALL 3:SM HES MINIMUM AT BEAM ENO AND 5.5'IN6fES MIMMIIM ATCONTWUOl15 BEAM. 1 OfiI14R016 E4.DG PERMIT SUBMITTAL - 5.20+ (�}� 3 0 POST; Pf' 610, Q e'W CONC STEM 5.20T 5,70T $'NIT I WALL W/#5®1B'OC ,\/+ 13 TYPICAL DETAILS PER: ? 01fSGgOL ASt 7r2 1 1 1 C9 C7 C5 C4 VERT&(2)#5 NOW ll�L/l,1 4IS4.0 TYPICAL SHEAR WALL ELEVATION V `J 41541 TYPICAL STUD WALL OPENING(HEADER)DETAIL 2/S4.0 TYPICAL PLATE SPLICE DETAIL f I I PROJECT NUMBER 1 16011-0075 APPROVED BY. I _ PROIECTDLRECfOR I Mahad StcHPs PROJECT MANAGER I Dwit 1-1o1v4 CHECKED BY. I JOB CAPTAIN I Namen Batadl< ROOF,, DRAWING TITLE: LEVEL 035 MODEL C STRUCTURAL A LEVEL 02 FOUNDATION/STUD & SHEAR WALL PLAN LEVEL 01�, NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK 1 MODEL C STRUCTURAL FOUNDATION!STUD&SHEAR WALL PLAN S2C° 1 SCALE 1/6'=V-0' ;v 4 1 1 J S FLOOR FRAMING PLAN NOTES D 1_STRUCTURAL GENERAL NOTES,DESIGN CRITERIA.ABBREVIATIONS AND LEGEND PER S1.1 AND SI.2. DYKEMAN 2.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THEARCHITECPS DRAWINGS 3.FLOOR SHEATHING PER RAN AND STRUCTURAL GENERAL NOES.SMFAT14NG TO BE GLUED AND NAILED TO FRAMING WITH 0.131•DIU2 IJY AWLS Q VOC AT PANEL EDGES AND f t2'OC FIELD.UNO.LAY SHEATHING WITH FACE GRAIN fLONG DIRECTION(PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JONTS.ALLOW Iff SPACE BETWEEN PANEL ENDS AND EDGES, 4.ALL DUCTS,CHASES AND PIPE S SHALL BE PER MECHANICAL,PLUMBING.ELECTRICAL AND SPRINKLER ret azs25s31s1 J 4zs.usszaz ,Mvw.dykemo„wer DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWNGS. m61Ym MsrinEvl<w Orlvr Evemtt,WA 9aTAl-2We S ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6.ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO-GLULAM,PARALLAM AND MICROLLAM CONSULTANT: HANGERS ARE AS SPECIFIED ON PLAN. =D I T,HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 1212xe MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 8.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE_ON DETAILS OR ON PLANSAS'DB' E n G 1 n E E R So INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUDAND SHEAR WALL PLAN 818 STEWART ST•SUITE 1000 ON FLOOR BELOW.PROVIDE ATS CUP EACH SIDE OF RUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. SEATTLE,WASHINGTON 98101 A PROVIDE FULL HEIGHT SOLID BLOCKINGOR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. PHONE:(206)332-1900•FAX:(206)332-1600 AT SHEAR WALLS PARALLEL TO FRAMING,ALIGN II)JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAYBE WEBBRE:www.dci-engineers.<om CIVIL/STRUCTURAL REQUIRED(. cow" 11,ALL RIM JOISTS TO BE 1 1/7 LSL MINIMUM UNO. PT 6x10 ^'^ 1 1 VO V V PER PLAN NOTES V 14 PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE. REGISTRATION STAMPS: »M TYP AT DECK PT 2x9®1 s'OC r_ _u 12 BEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW C W/ DECKING PER ARCH, — _ (06 COOST1 TYP AT _ 1�PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW 2 O 3,E. 0 TYP AT DECK -- �'— PERr� .. til . .Sa1DBEAMS MAY BE SUBS•ITUTEDWfTH BUILT P01h105EAMS ( 4,1 PER CONTRACTOR OPil01J. 2 ; 2 I� i_--T�_' 8 14.TYPICAL DETAILS PER 9 B — I I 1 Ox12 r1 11 8412 I 5,1) /S4,0 HORIZONTAL STRAP FASTENER SCHEDULE STRUCTURAL WOOD FRAMING DETAILS - - 2 I I I a r �� I� I I y 54.2 STRUCTURAL WOOD FRAMING DETAILS 6t12 �/ --� --- �, 11 PROJECT IDENTIFICG-,TION: n - It; 2e11101 fOCT II + zT10 a 1'oc 'i PSL51 1N I e it s PSL 1/4xs 1k u 2 ; 2.10 +2OC I TYP AT I Park 77 FOR a_ u 1, I j 'WA IN1 ' on o -- —__ u I tl ( ;� - , WD Arlington L L I 1 G O r IL__---___ p 1� x PT 2x8 �- -_ __Ec ___ ----.� , o O �r--- --__.., ,R, 1! E!I ¢16'OC jr- -II 2x8 10'OC,�_,,1 ml 11 11 '-11 Investments, L.L.C. W/TREX 1 i1W/TREX qNG Pf CHI 2 II .AT DECKING ,1 Cg 20201 77th Avenue NE 1 11 i4 pERUJtCH li it 1 u •f - + ii �i i 21;O a12.Oc ; ;zxloelza z N) ,`-- S Arlington,WA t2'OCI u 1' 1 STAIR I I, , STAR ji B I ii i� 11 `1 II i T Ij n T11lS dInNIng15: Ca" 92016DYi Vnc. n 1� � � !I �� rl 1 jl I _ 2.77x Arslu lecl's Lulmm.,�.nProfcssioltal Scrvlcc I 11 If 1 1 II !I 1` xnnu,Ilcminuon for mn ojhu uscxtepl+deni0n 1 I C ISSUED: 5 S.3 Sim MARK DATE DESCRIPTION S<.3 08114l20t8 13LDG PERMIT�.'�!'iTi:-.! 2 01126W? IASI X2 C 4 ©C1 I PROJECT NIAMER 1 16011.0075 APPROVED By PROIECTDIRECTOR 1 MKhWSt.— PROJECT MANAGER' I Dow Hof u CHECKED BY. I JOB CAPTAIN: ) Namw Balak ROOF n DRAWING TITLE: LEVEL 03 MODEL C STRUCTURAL2ND A —_LEVEL 02 FLOOR FRAMING PLAN LEVEE 01� NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK C MODEL C STRUCTURAL 2ND FLOOR FRAMING PLAN S2C•2 SCALE:11W=1'-0' N = 4 s 2 4 STUD AND SHEAR WALI PLAN NOTES: 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. , YKEMAN 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3.ALL INTERIOR NON-BEARING,NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES, 4.HEADERSSHOWN ONFWIMING PLANSHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UNO. WHERE MORE THAN(11T00N1MER IS REQUIRED.THENUMBER OF TRIMMERSTUDS SHALL BE NOTED THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION, 5.BEAMSSHCIIMN ONFRAMING PLAN SHALLBE SUPPORTED BVW BUNDLED STUDS MINIMUM UNO.WHERE mea:.aam.t J.c usaarac ay.uuJ,io.ro,.,wr MORE THAN QJ B11NDLEO STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED rllp xleu rrluine t'Ie.INha• Fer.u.,eA 9ut7t-2oer1 THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.0. 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. CONSULTANT: 8.TYPICAL SHEAR WALL ELEVATION PER 41S4.0. W6 =DC1 9. En G I n E E — So < CIRCLED NU INOIOESNUMBEROFSTUDSREOUIREDFORTDSHOLD-DOWN. 818STEWARTST.SUITE1000 10.TYPICAL HOLD-DOWN ELEVATION PER 8/S3.1,121S3,1 AND 3/S4.0. SEATTLE,WASHINGTON 98701 PHONE:(206)332-1900.FAX:(206)332-1600 11-ANCHOR BOLTS TO BE 5/8'DIAx T MINIMUM EMBEDMENT PER 5/S3.0.PROVIDE HOT-DIPPED GALVANIZED WEBSITE:w dci-engireerscom ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED CIVIL/STR V CTIJ RAL AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES C13 tiJ ® C7 C6 C3 ©C1 2 e—� -•� 7t FREE STANDING 6-6 POSTS USE CCOSDS2.5 TYPE CAP AND BC TYPE 8A5:T1'PIfJ- UN0.OTHERWISE BEAR ON v I STRUCURAL WALL 3.5 1 RES MINIMUM/,AT BEAM END AND 55'INCHES MINIMUM AT CONTINUOUS BEAM. REGISTRATION STAMPS: f 7 30' ? 13 TYPICAL DETAILS PER: 14.30` —gR 4/54.0 TYPICAL SHEAR WALL ELEVATION 445+j/ti /�f`��T ,U30 BALCON`• 4/S4.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL JCf / 7p 30= 330* D10' 1010, 2/S4.0 TYPICAL PLATE SPLICE DETAIL ar IfY3 I 1/V3 U14 P2 "EIEXTT ww ALL sF+ W 1 3J0T DU! 2.DpT 2.60T 1� ) 2r6 t6pC PROJECT IDENTIFICATION: TYPICAL INTERIOR WALL, I I_ UNO IN SHEAR WALL Park 77 ? c ° ° 2 SCHEDULE 2 0 2aS®16'OC 2 ° a 12 717 12-707 ° 12.701 F O R 2.ws 3307 WD Arlington ° ° I 'a°T a>oT ,2-�T Investments, L.L.C. i 1270T u110 "?c tus "P: AT 2.00T _ U OCCRS PER ARCM C 20201 77th Avenue NE tt)OT wz wz I2 TptWz ,—,A, �..!!l��///�� ( Arlington, WA ,T iL6U1 1t9DT e 3 B B I 2 11.907 TIM dra,sing is: 1,.90T L Copinght 2016 DYKF.NWN,Inc. 2.The Arc lriteet's heorr—le of Professional Service 33p' 330T U20* :For useon dds lxolcd oulr Ob,am AK atul's 3 _ 330T tnuenpe-woon foram other use or mpioductim 3 0 WB ° ° 130, _I WB C ISSUED: vvu1 MARK GATE pESIT IPITION SUISMI 3]OT �+ w8 30 J301 3.30T � 3.30i 3.30T w$ TMPPOST, 3 T' 307 1 O6l14/2016 tTLDG PERMIT SUBMITTAL I 3•�J [ 330T 3.30T AT STAIR 2 OVMI101i IASI If2 PROJECT NUMBER 116011.0075 APPROVED BY, I PROJECT DIRECTOR. I Michatl SenMs PROJECT AWfAGER- I Doug Hn01M CHECKED 0)': 1 JOB CAPTAIN I NOMVl Sahara. ROOF„ DRAWING TITLE: LEVEL 03w MODEL C INDICATES LOCATION STRUCTURAL 2ND .A A OF L°-1�LD2g FLOOR STUD & F1 SHEAR WALL PLAN LEVEL 01„ NOTE, DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK MODEL C STRUCTURAL 2ND FLOOR STUD&SHEAR WALL PLAN S2 C.2 1 SCALE 1/6 ,-0 N 21 4 5 2 4 S FLOOR FRAMING PLAN NOTES: D. L STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND SLE DYKEMAN 2-VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3.FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTE&SHEATHING TO BE GLUED AND HAILED TO FRAMING WITH 0.131'PUu2 IM NAILS Q WOC AT PANEL EDGES AND Q 12'OC FIELD.UNO.IAY SHEATHING WITH FACE GRAIN(LONG DIRECTIOM PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS.ALLOW 11S SPACE BETWEEN PANEL ENDS AND EDGES It.ALL DUCTS.CHASES AND PIPES SHALL BE PER MECHANICAL.PLUMBING,ELECTRICAL AND SPRINKLER IeL 9L525%.3161 fru-425.26e.52<2 Iwlmnykem�nJler DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. t7lsweslMarine V;cw 0.lvc Evcrerl,WA 9D2111-206n 5,ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6-ALL 2%HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM CONSULTANT: HANGERS ARE AS SPECIFIED ON PLAN, 7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(212x8 MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR a WALL PLAN ON FLOOR BELOW.&BEAMS ARE FLUSH FRAWD WITHJDISTS UNLESS NOTED OTHERWISE ON DETAILS.OR ON PLANS AS ID B' INDICATING THAT DROPPED BEAM FRAMING IS REOUIRED,BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN E rl CS I n l= E R S® ON FLOOR BELOW,PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 818 STEWART ST•SU ITE 1000 SEATTLE,WASHINGTON 98101 A PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS PHONE:(206)332-160D•FAX:(206)332-1600 AT SHEAR WALLS.PARALLEL TO FRAMING,ALIGN")J01ST OVER SHEAR WALL(ADDITIONAL JOISTS MAY BE WEBSITE:w .dci-engineerscam REOUIREDL CIVIL/STRUCTURAL ®Capyn9n i D111nd10 Conve,urolrc Nl6i9nf 6eurveE �, /+ ^ C2 C 1 10.ALL RIM JOISTS TO BE 1 1/2'LSL MINIMUM UNO. , L�7 y C8 v7 3/4'SHTHG v3 11•PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE Cam' �J PT 6x10 PER PLAN NOTES REGISTRATION STAMPS: TYP AT DECK 12.BEARING STUD,SHEAR WALL.HOLD-DOWN,POSTSIZE.AND POST CAP AND BASE REQUIREMENTS BELOW PT 2x8 0 16'OC - PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. E, B/J.. C C WJT DECKING PER ARCH. -- _ _ _ 2 C`�.T>:t$//'W TYP AT DECK --� r-' 11 OXIO SEAMS MAY BE SU8WV"VT_cD Vff-I BOIL P l3t?x10 BEAMS PER 10154.1 PER CONTRACTOP,OPi101:. I I i FEND TRUSS � • � GABLE END TRUS� I�10 -- I 1 asr lD x 14.TYPICAL DETAILS PER: , x P AT O A 'S - -_� R L___ YP AT DECK 2x4 STRUCT FASCy1% - > I I �- 1 1 I 1 6'-0'LONG MIN,TYP STRUCT FASCIA x 6/S4. 6'-0'LONG FAS( B HORIZONTAL STRAP FASTENER SCHEDULE py,9g %r 54.1 STRUCTURAL WOOD FRAMING DETAILS WHERE OCCURS -- ---- Q -I --� $ ll 11 I RE OCCURS S4 2 STRUCTURAL WOOD FRAMING DETAILS OUTRIGGER 024'OC,TYP --- I I P PROJECT IDENTIFICATION: tOQ HOC ��i P ii SIM « n �l YPUI1 ,i II fl Park 77 2x40UTRIGGER ®24'OC,TYP I I PSL5 1/4x9 1J4 '3—e PSLS 19%9 VA o ¢ v FOR 'YPA INT \ PT ' 1 1= -I 11 G 112st2 s GL51R%, ,R - I u+ 0 1 _ o L61/2x131/2 a `•' GLS 2 I IfO Oo 1 016 0 ' 11 O WD J G -_- WIT DEG w-- -- -- �' _ Arlington 1 x. o p1 PER CH. ' _-___ i Il 1 tf '1 ,ol Ty 0'CKAT 'fin a? Investments, L.L.C. i ii I �` W!7 EX 1 d I; I h 1 s Y TrcR CH ;1 CB 20201 77th Avenue NE of �P - e ,� Arlington,WA 1 r Sill$Kc i li it ;' 1 °.GL 3>•:x1?_ ` e T I p � p " i U i h ii I' I 1 11 II a II B STAIR i ii 0 �I 1 STAIR I li 1 1 it 1 1 li y l Ts n W 'I 1 I II I 1 I� 1 it 0 This ci—ing is: ii fS I I i i I ;I I l i r ii 1.Cap}TfpM 26160YKEATAN.6x. 2.nc Aldgl-N 4wm0xm OrPmf4s M-1 S—ice 4I� 1 II u 3 Forwcoiidispmjcdunl Obtain Amlutcct's t 1 1 11 ' 11 G 11 � enlleu nmssion for m1y 001er use or repro ualon ISSUED: OPTION DATE DIESCR 10 $rn 10 I.UUtK OBt14/JO15 ERMR SUBMITfA' BLDG P S4 3 S4.3 2 OtIJ6f2017 ASI IR 1 1 C7 C C1 I I PR01ECi?,VNTG R'. 1 16011.0075 APPROVED BY I PROIEC'TDIRECTOR 1 M.=-I Siawrm PROTECT AIA?IAGER 1 Ooup Honun CHECKIEDBY. I JOB CAPTAIN: I Nn/non BOM A, ROOF DRAWING TITLE: LEVEL 03., MODEL C STRUCTURAL3RD A A LEVEL02� FLOOR FRAMING PLAN LEVEL 0,„ NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK MODEL C STRUCTURAL 3RD FLOOR FRAMING PLAN S2 vr •3 SCALE:1/8'=1'-0' N r I 1 4 5 t STUD AND SHEAR WALL PLAN NOTES: 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER SL1 AND S1,2. . YKEMAN 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3.ALL INTERIOR NOI�BEARING,NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UNO. WHERE MORE THAN(1)TfUMMER IS P,EOUIRED,THE NUMBER OF TRIMMER SUDS SHALL BE NOTED THUS: _,TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. 5.BEAMS SHOWN ON FRAMING PLAN SMALL BE SUPPORTED BY QI BUNDLED SCUDS MINIMUM,UNO.WHERE SEEM= ur,A2l'eman.WMORETHANO)BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED tYA aaxut•:mp THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/54.0. 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. CONSULTANT: B.TYPICAL SHEAR WALL ELEVATION PER 4/54.0. W6 DC1 9. + tNDICATESTENSIONLOAD5Rf0U1RE0lINKIPSLLOADSSHOWNAREATSERVICELEVELIASDLCIRCLED E n G i n E E R S® NU eR INDICATES NUMBER OF SUDS REQUIRED FOR TDS HOLD-DOWN. 818 STEWART ST•SUITE 1000- 10.TYPICAL HOLD-DOWN ELEVATION PER B/S3.1,12/S3.1 AND 3/S4.0. SEATTLE PHONE:(206)WASHINGTON 96101 )332-1900.FAX:(206)332-1600 11.ANCHOR BOLTS TO BE 5/8'DIA x 7'MINIMUM EMBEDMENT PER 5/S3.0.PROVIDE HOT-DIPPED GALVANIZED WEBSITE:www.dci-engineers.com ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED CIVIL/STt3 V CT V RAL m�M r PAmalo C.enversem lrt Pll 6igbs 9exnM ATSODIUMBORATE PRESSURE TiIEAYEO PLATES PER STRUCTURAL GENERAL NOTES, _ �j C8 C7 C6 M C C, s ._ _" tt FREE STANDING 6a6 POS?S USE CCOSDSY.5 ME CAP AND BC TYPE BASE TYPICAL,UNO'OTHERWISE REAR ON STRUCTURAL WALL 3.5.1 HE$MINIMUM AT BEAM ENO AND 5.5'INCHES MINIMUM.AT CONTINUOUS BEAM. REGISTRATION STAMPS: 6xb PO h= TYPICAL EXTERIOR WALL, 13-TYPICAL DETAILS PER: E 4.5p; BALCOYY UNO IN SHEAR WALL Qpl �6 6�a C C 41m1 W4 _ _ C 4/S4.0 TYPICAL SHEAR WALL ELEVATION 4i,�, 'S•:p't' tA0= 2x6 4 16'OC 4/S4.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL 4 ac, 0_ p ml 7 `00, I 2/S4.0 TYPICAL PLATE SPLICE DETAIL. W4 _ W4 (_2 \ I 1 I 0,60= zo1s: 0.0' �•.1 i_. PROJECT IDENTIFICATION: Park 77 SQ TYPICA INTERIOR WALL. S UNO IN SHEAR WALL 7 u"Q°DL`'n FOR z 2 a�g= WD Arlington Investments, L.L.C. 490T i. AT �I h 20201 77th Avenue NE wj W4 W4 Arlington, WA a,Iwt W4 <.go, 7 <.007 490� I B B 71us dmwirrs is: 1.CoprngIN 2016 DY&EN AN,Inc. 2.TI1c Amblect's twraneW OFProfcssional Scrvice- L60= 1.GO 3,For use on fluS pmjcct only.Obmm ArcI11teet'S D_.0= oTiucn permission for mry other use or reprodunuon W8 U '60= I W8 _ /1 ISSUED: ,-, t.607 W6 1.6oT t 60= WD -�1 MARK DATE OESCRIPiI.ON 'M' I 1110T 1.60T 22BQ017 IPFRNIT SUBMfiTAt I PROJECT w.s'WEA 116011-0076 APPROVED BY I PROJECT DIRECTOR 1 ManaN Stevan* PROJECr MANAGER I Doug Holum CFIECKIED BY: JOB CAPTA : I Naha".eatodte ROOF„ DRAWING TITLE: 4< INDICATES LOCATION LEVEL 03 OFfIOLD-001NN� MODEL C STRUCTURAL3RD A A LEVEL02 40 FLOOR STUD & SHEAR WALL PLAN LEVEL 016 NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF W ORK C MODEL C STRUCTURAL 3RD FLOOR STUD&SHEAR WALL PLAN S2 C•3 A SCALE:1/8'=V-0' N I I 5 I ROOF FRAMING PLAN NOTES: L 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER SLI AND S1.2 DYKEMAN 2,VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. A ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER DRAWINGS STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4.ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES SHEATHING TO BE NAILED TO ROOF FRAMING WITH (.131'DIAx2'IT NAILS®6.00 AT PANEL EDGES AND @ 12-OC FIELD,UNO,LAY SHEATHING WITH FACE GRAIN(LONG DIRECTION)PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS.ALLOW Ire'SPACE BETWEEN PANEL ENDS tppg5S5lAI.1 /x42].L°D sate a�vA°I.mo�mV AND EDGES.PROVIDE PANEL SHEATHING CLIPS CENTERED BETYMN FRAMING AT UNBLOCKED SHEATHING EDGES AS REQUIRED BY ROO IN Y. 2 1710 Nlell MAAnxYkv BA°e [xlol.Nt191`PI•:0'Jn 5.ALL Dc HANGERS TO E FACE N.OUIJT TWE LDS,UNO. ULAM,PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. 'T J 1 HANG= UPPUEDAND DESIGNED BY JOIST SUPPLIER. 6.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2xB MINIMUM-HEADER SUPPORTS PER STUD AND SHEAR WALL CONSULTANT: PLAN ON FLOOR BELOW. D I 7.BEAMS ARE RUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS,OR ON PLANS AS'DB'INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER$1 UD AND SHEAR WALL PLAN ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. Enc; ! nEERSe &PROVIDE SIMPSON H25A TIES AT ALL ROOF JOISTS,TYPICAL Bl B STEW ART ST•SUITE 1000 9.PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS.AT SHEAR WALI S PARALLEL TO FRAMING, SEATTLE,WASHINGTON 98101 ALIGN JOIST OR TRUSS OVER SHEAR WALL(ADDITIONAL JOISTS OR TRUSSES MAYBE REQUIRED). PHONE:(206)332-1 900•FAX:(lob)332-1 soo WEBSITE:www.dci-englnaers.com 10.HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE*0 BE CENTERED OVER WALL TOP PLATE AND/OR CIVIL/ST R U CT lJ R AL HEADER,BLOCKING OR SEXY.,NAIL(STRAP TVPEI WITH 000 X 1 117 NAILS C TOC EACH END AND OW x 1 1/2'NAILS® mw w"d° '+ �p'"•o c""°°°`i`.an n,sla°�.°.rm STRUCT FASCIA x 6'-0' /gyp /�211A OUTRIGGER®24'OC, /'+ IYOC INTERMEDIATE,SPLICE REOUIREMENTS PER STRAP MANUFACTURER SPECIFICATIONS •w..•�"'.'w°:�.:-'•: +•."w :�.. LONG MIN,TYP yp / TYP WHERE OCCURS V7 C6 C3 WHERE OCCURS 11.ALL RIMJOISTS TO BE I I/2'LSL MINIMUM UNO. REGISTRATION STAMPS: 1/2'SHTHG tax :10 x MIN PER PLAN NOTES T/SHTHG VARIES 12 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA ROOF SYSTEM TO BE 0° C [• 6x r-- - -� , _ SUBMIREb TO THE ENGINECR-0SF-RECORDOTHRU HE AACHITECT WITH BARING POINTS AND REAC11W:5x0 ¢OT�a$jZ��. 1 1 STRUCTURE -- �� 1 1, '2\ TRUSS LAYOUT SHOWN IS APPROXIMATE,TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND Ap I 11 I 11 I h i CONFIGURATION NOTIFY ENGINEER OF REVISIONS TO PLAN. _ •-- IL IL-- �__JI I 1• ' - h 1 STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. GABLE END TRUSS, - w I 11 I 12000LBSI INDICA'cS SHEAR TRANSFER LOW IN ROOF TRUSS TO BE LOCATED ABOVE SHEAR WALLS TRUSS- 5TYP WHERE OCCRUS = l{l{l{f I MANUFACTURER SMALL DESIGN TRUSSES THE BRACKETED LOAD SPECIFIED ON PLAN,IN PROJECT IDENTIFICATION: O, m ; O T-IE DESIGN DEAD AND LIVE LOADS 8 W 1 {l Park 77 SHADED REGION INDICATESAPPROXIMATE AREAOF OVER•FRAMING.TRUSS MANUFACTURER IS RESPONSIBLE FOR DESIGNING HE OVE"AAMING REQUIRED.TRUSSES SHALL BE DESIGNED TO SUPPORT OVER-FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS t 54.2 TYP A t } SNE ALL GIRDER WALL TRUSSES SHALL BE SUPPORTED BY MINIMUM OF TWO STUDS,TRUSS MANUFACTURER TO SUBMIT TO F O R ti ENGINEER GIRDER TRUSSES REACTIONS. -�-- ' 1t•-- -• � ( ----1 ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION, WD Arlington n ---- ---� II I1 1 1 t ROOF TRUSSES SHALL BE DESIGNED FORADDIIONAL LOADS FROM(MECHANICAL UNITS,ROOF PAT10AREAS. Investments, L.L.C. LANDSCAPING AND PIPINGLCONMACTOR TOPROVIDETHE TRUSS SUPPUERWITH LOCATIONSMIO SUPPORT li I II f 11 �1 1 CONDIT10NSOFALLMECHAJICAL.ELECTRICAL,PLUMBING.AND SPRINKLER LOADS.SPECIAL TRUSS SHAPES AND AT 11 I II I 11 TYP 1 1 , 1 /'� �f �1 .I OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS. 2020 1 77th Avenue NE j� jj li li `J PROVIDE SIMPSON H I OR H25A HURRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS,TYPICAL Arlington, WA 11 JII 11 S I 11 u 1 �� TYPAT a x/t 11 I IL R TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY HE TRUSS SUPPLIER 11 1' 1 11 �I SMEA! II I I I j� j j i� i j • TRUSS MANUFACTURER TO DESIGN BEARING ATTOP PLATES FOR COMPRESSION PERPENDICULAR TO GRAIN I = 11 i 2i10 24'OC 1 1' U U " i� 2x10174'OC 1 I� 6251ssi. R II i j l II ih 13.BEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD j I 1 I I1 t 1 54.1 11 AND SHEAR WALL PLAN, This drawing is: 1 t 1 t I I I i I 11 I.CoPinglx 2016 DYKL%1AN.Inc. i 1 1 it it 51 I tl 14.TYPICAL DETAILS PER: 2.The AmIdlccl's Instm-9 of Profess-1 Scnacc 11 1 1 11 j 11 1' 'I n n 1 u I S :For tltc muhls pm)CCl only.OhlawAtCMIM ILG II j is --_�1 6d .0 HORIZONTAL STRUCTURALST FRAMING IZONT TRAP S HED LE wnitrn pemnsson formly olhcr usePncq•d•nlon DATE DESCPTION MAR i 12 1 K 66J14/20 6 SLDG PERMIT SUBIAITTAL I S4.2 2 OtAJ'67 av AS 02 Cg CS C4 1YQ ) I PROILCT NUMBER 116011-0075 APPROVED BY I PROJECT DIRECTOR I MKhO*I St•trM PROJECT MANAGER I Dal;HOAX CHECKED BY I JOB CAPTAIN- I NAIn•n Sawd e ROOF„ DRAWING TITLE: LEVEL0 . MODEL C A A LEVEL02w STRUCTURAL ROOF FRAMING PLAN LFJ:L 01 NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK C MODEL C STRUCTURAL ROOF FRAMING PLAN S2C•� SCALE:1/e'=I-W N 2 —; 4 5 s I 2 . SPREAD FOOTING SCHEDULE FOUNDATION PLAN NOTES' DYKEMAN Ir II SIZE 1,STRUCTURAL GENERAL NOTES,DESIGN CRITERIA.ABBREVIATIONS AND LEGEND PER Sl.l AND S1.2 TYPE LENGTH WIDTH DEPTH REINFORCING C EN 2.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. F1.5 V-61 1'-0 1'-0' (2)#513 EW y y2 3.COh^AACiOR Sr+ALL LOCATE IJNO VERIFY THE f01104VING WITH OTHERS PRIOR TO POURERS,COOL E S. F1.5A V-6' ' 1'-6' (2)#5R EW ALIGN W/STAIR STRINGER ALL DOOR OPENINGS IN FOUNDATION WALLS.DRAINS AND FOR FREEZERS,COOLERS.PLUMBING, 1'-0 WHERE OCCURS SPRINKLERS AND HVAC.ALL OUCTS,CHASES AND PIPES PER WCHANICA PLUMBING.ELECTRICALAND$PRIRKUER I.E jre�7isxyxd ra.onlimm+.�w DRAWINGS,STAIR DETAILS AND GUARDRAILS PERARCHITECTURAL DRAWINGS,CONCRETE CURBS AND LOCATIONS PER I:Id NI+I M.mKwcw WAa Even.WA 9N101.2MM F2.0 2'-0' T-O' 11-0' (3)#513 EW ARCHITECTURAL DRAWINGS, F2.5 2'E' T-T 1'-0' 1 (3)#513 EW 4.TOP OFSLAB(TALAB)ELEVATION ASSUMED 0'-0'.FOR ACTUAL TALAB ELEVATION REFER TOCIVIL AND ARCHITECTURAL F3.0 T-0' 3'-0' 1'-0' (3)#513 EW DRAWNGS PROVIDE 10 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES.PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT, CONSULTANT: 5.TYPICAL TOP OF INTERIOR(TANTERIORI FOOTING ELEVATION=-1-2',UNO.TYPICAL TOP OF EXTERIOR T/EXTERIOR) = FOOTING ELEVATIONS= 9S I! UNQ. =D C 6.ALL FOOTINGS AND Sif4BS TO GEAR ON COMPETENT NATIVESOIL ARDlOA STRUCTURAL FILL.SUBGRADE PREPARATION,STRUCTURAL FILL,FOOTING DRAINS.AND OTHER REQUIREMEMS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL E n G I rl E C R S® GENERAL NOTES 818 STEWART ST-SUITE 1000 7.CJ INDICATES CONTROL JOINT PER PLAN,AND 4/S3.0. SEATTLE,WASHINGTON 98101 PHONE:(206)332-1900.FAX:(206)332.1600 © B.CONTRACTOR 10 VERIFY TOP OF CONCRETE(T/CONCi WALL ELEVATIONS.ON ALL PARTIAL HEIGHT RETAINING WALLS. WEBSRE:-.d6i 91rs.cam D7 D6 ^A D { MAINTAINTNWALL EL£VATIONA MINIMUMOFWABOVE FINISHGPADE PER102301-0t3011, CIVIL FSTFtUCTIJRAL LJY 1 ®hpy„gm i VNMO Camenem lac Nl Figmr FeunM S.ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURB:rREATED. 10.MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. REGISTRATION STAMPS: F1.5A F15A ITY PICAL INTERIOR WALL, 11, LSTAI ALL BE RDE ,UNO '"1[ABl IGN R FM EN STR GEN 2 1,L,Or r� r� 0 O IN SHEAR WALL TES, -�> �' el` C L®J 1 HEDULE ( Ot g !!,4. C I 1LM .i pk6 POST A' 2 F 54- 6®16'OC - 12 AT BUILDING 5,6,10,11,12 AND 13 PER ARCH SITE-PLAN SD1,0 ADD Ill A5 LONGITUDINAL TO INTERIOR AND EXTERNAL 7�f g' �N f, 2 __. .. F1.5A FOOTING a GORY f1.5f. ••1A,10T _ pLAA - ARCH) RAL SI. r1N SJ10 '1•L'!' �J 4Tor L� _1 -lJ BUI 2,a,1 12 vR _BUJ TEP OCCU I<-I I I - 1 - , r I i i 2 GNLI VENEER PER ARCH 14•lYPICAL DETAILS PER: 1 1 _________� L___ ____ ' ' 1 --- ' _ J ' 1 , 1 1 j 1 1410T t le. $-0"Mr12'DP CONT CONC FTG S3.0 STRUCUTRAL FOUNDATION DETAILS _________J , , ______ 53.1 STRUCTURAL FOUNDATION DETAILS r "If #5 LONGIT,TYP AT EXT VENEER �_bl2_ __r- PROJECTIDE '(CATION: -___ - __ ___ ___ T EXTERIOR,WALL, STUD AND SHEAR WALL PLAN NOTES. NO IN SHEAR WALL r. _ 4'CONC SLAB ON GRADE. ' 1 MiEDULE r k 77 a 1610C -1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. I 1 ' 1 t I I TYP AT TNT PER PLAN NOTES I ' ��'� ' I � ti I I 1 D I I ,. 8 CONC STEM WALL W/45 a 1 B'OC Z LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 2 t I ; TISLAB=0'-0'16'WHERE ' VERT&(2)N5 HORIZ 2 p 1 I I , I , 3,ALL INTERIOR NON-BEARING,NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES IF- ' `1 t 64 POST t I VEF £RI ' J33 I , B I I r-([� la,8o* ' ' I It Sol ' It 64 POST I TVP 6x6 POS' i i I 6x6 POST I F3.fI 0 j F2.5 ' 1 1 4.HEADERS SHOWN ON FRAMING RAM SHAL!BE SUPPORTED BY RI TRIMMER AND A KING STUD MINIMUM,UN0. 4,x WD i 1 II F2.0 B,c6P05T I , r--L__ __.___ �J -- WHERE MORE111ANDITRIMMERISR�WAIL.O.THENUMBEflOFTRIMM£RSIUDSSHALLBENOTED I Ington 1 1 '\' i j I CM-iPJjT ' THUS:....TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. 970T I ti J i i I , - r_____jF --'? , 9.7oT MSS Investmients, L.L.C. 6.BEAMS$HOYIW ON FARMING PLAN SHALL BE SUPPORTER BY Rl BUNDLED STUDS MINIMUM,UNO.WHERE 8�T , ^ 12V CONC STEM WALL MORE THAN 01 BUNDLED S1 UOS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED �I AT 20G r'�'I i I i I i ' ' ; ; TfFTG..r-2• w/121#5 a 16'OC VERT THUS:. .BWlDLED STUDS TO BE CON"WOUS TO THE FOUNDATION- N E �� OArlington, i 7�th Avenue _-_ r_______S __� I 1 TYP AT EXT ^ &141#5 HOR Z, __________ ri -_ , , TYP AT EXT VENEER 6.SHEAR WALL AND NAILING REQUIREMEN?S PER SHEAR WALL SCHEDULE 5J50.0. C n tOn, WA 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNQ -_ �_01 ; I I I tc 0or I 1 I IlApT i i ' I LJ 1 1 3-4 -OC TYP i F- a70? e.TYPICAL SHEAR WALL ELEVATION PER 4/S4 0 W6 1 1 1 I 1 1 ATINT- I 1 j G i i I I I I I I ; I I LT I I STUDS:. RE i f70T OCCURS PE I i I e ,2,0,,.,,ND1CATES TENSION LOADS REQRED TIN KPS(LOA05 SHOWNARE A75ERCE LEVEL IASDL CIRCLEDD ARCH 070T T16 daNng JS: 1'-6'Wxl2'DP CONT NATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN- LC8pJTIph12016DYKEA4AN.hoc. 2 , , 1 I I , , , I 1 , 2.7ICmaitwl'slmmlPlna oT Professional Service us 100p♦ , , , , 1 , 1 CONC FTG W/#5 10.TYPICAL HOLD-DOWN ELEVATION PER B/S3,1,12/S3.1 AND 3/S4.0. ;.Foreon Oue Prgea-*OblmnArcl�ncas LONW 121 TYP ATE smuenpcltUht a fOT01l other use AT mptoduotion L'-- '-----' 11.ANCHOR BOLTS TO BE 5/3'DIAx 7'MINIMUM EMBEDMENT PER 5/S3.0.PROVIDE HOT-DIPPED GALVANIZED 1 1 1 D _-_.________v _ ppp- _' I - ; --_-_� ' - 10.00 , t I - ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED ________ ' ' 1 i1,5A '.1-SA ll___-----J j i 1000r ATSODIUM BORATE PRESSURETREATED PLATES PERSTRUCTLAW.GENERAL NOTES, I -----J 1 10,00T MARK DATE DESCRIPTION c 10.007 ; L_�_ ' -_J BJf1,54 r•JI NJ r• ` 1 12.FREE STANDING 6x6 POSTS USE CCQSDS2.6 TYPE CAP AND BC TYPE SAS£TYPICAL.UNQ OTHERWISE BEAR 10AD, _____� 10,00T I.SA _ _ S2.FREE ST WALL 3.6' ES MINIMUM AT BEAM END AND S5'INCHES MINIMUM AT CONTINUOUS BEAM. 1 0Sn4l2D16 BLOC PERMIT SUBMITTAL LJ �LJ r'1 r, 10037 2 01Yt62017 ASi 02 10.00T 10.00T F1.6A F7. LJ F1.Wt 13.TYPICAL DETAILS PER: ` D1 4/S4.0 7CAL SHEAR WALL ELEVATION �J 4/54,1 TYPICAL STUD WALL OPENING(HEADER)DETAIL TYPICAL PLATE SPLICE DETAIL 6x6 POST 2/54.0 TYP AT STAIR I PROJECTNU\78FR 111011-0075 APPROVED BY. I PROJECT DIRECTOR I M-t--I 51evem PROJECT AIAHAGER 1 U04 HOAue CHECKED BV I JOB CAPTAIN 1 Nathan Batame ROOF„ DRAWING TITLE: LEVEL 03 MODEL D STRUCTURAL A EM02 FOUNDATION/STUD & SHEAR WALL PLAN LEVEL 01_w . o NOTE. DRAWING NiJIvIBER DARKENED LINES DESIGNATE AREA OFWQRK MODEL D STRUCTURAL FOUNDATION/ STUD STUD &SHEAR WALL PLAN ��• 1 SCALE:1/8'=V-0' N 4 1 2 2 1 4 5 DYKEMAN FLOOR FRAMING PLAN NOTES: 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER SI.1 AND S1.2. ve.re7sw>t16r Jc�uwasT4a L.nrlRl+*nr..•err 2.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS. 1:m LVt+IAW1ne L1Y.Orfie Erersrr.WA llakal•`.a911 3.FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES.SHEATHING TO BE GLUED AND 14AJLED TO FRAMING WITH 0.131'DIA42 17 NAILS 06'OCAT PANEL EDGES AND O ITOC FIELD,LND.LAY SHEATHING VNTH FACE GRAIN(LONG DIRECTION)PERPENDICUAN TO SUPPORTS AND STAGGER PANE L ENDJOINTS.ALLOW Iff CONSULTANT: SPACE BETWEEN PANEL ENDS AND EDGES — 4,ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER =D DFIAW 4S.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. C1 S ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN Il'OF FINISHED GRADE SHALL BE PRESSURE- TREATED. E n G i n E = In- 5O 818 STEWART ST•SUITE 1000 6.ALL 2.HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM SEATTLE,WASHINGTON 98101 HANGERS AREAS SPECIFIED ON PLAN PHONE:(206)332-1900•FAX:(206)332-160D D7 D6 lug) p2 D1 WEBSRE:www.dci-engineers.com 7.HEADERS SHOWN BUT NOT SPECIFIED ARE 70 BE 1212.E MINIMUM HEADER SUPPORTS PER STUD AND SHEAR — '�' WALL PLAN ON FLOOR BELOW, CIVIL/STa�CTu 11 Qd11'Pr T OrNrCwvT�Irc Ag RigM,MS RexrvM 6.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS.OR ON PLANSAS'DB' 3/4'SHTHG INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER$IUD AND SHEAR WALL PLAN �.. . PER PLAN NOTES ON FLOOR BELOW.PROVIDE A3$CUP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. REGISTRRATIATIONN STAMPS: S T/SHTHG=9'-10 7/6' P<6x1D ) I I I 9.PROVIDE FILL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS C P7 2xB®16'OC I ITT , e I AT SHEAR T S WALLS PARALLEL70 FRAMING,ALIGN 111 JOIST OVER SHEAR WALL IADOITIONAL JOISTS MAY BE C W/TR X DECKING PER ARCH. PT 6><LO _ `E y TJP T n- PT 6x10 — _ _ — -- --T 10.ALL RIM JOISTS TO BE 1112'LSL MINIMUM UNO. I= �� f — , 11.PROVIDE DOUBLEJOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE. ,\ _ j1 I1 $4 12.GEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW _ TYP AT EXT T PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, J - ----- 1�.r�weEAMswarBEsuesmv*EDWITH OU PROJECT IDENTIFICATION: 1 I rl 2+10°16' I 2 J 14.TYPICAL DETAILS PER: < Park 77 2>10C 12" C , U - 0 1x!Or 12-Q- 1 _ 6/54.0 HORIZONTAL STRAP FASTENER SCHEDULE TiPSL I"f(•: ` 1 PSL61 0 19 ) S4.1 STRUCTURAL WOOD FRAMING DETAILS S4.2 STRUCTURAL WOOD FRAMING DETAILS � � I r 0�' I I FOR 1>cx91K CL- ____ WD Arlington n` of Ir 1R 1 I Investments, L.L.C. ;; AT NE g1 20201 77th Avenue II _ _ ------ -- - -------- -----_ ___ , WA — „ DECKIIN P£RAA d h 1; r, Arlington, I II Y I � P+�t 314c1� ; ; P1 G�X402 Ir STNR r I STAIR j i; it B R I Ir , j, li j1 p II Tlds d—ing is: 1.Colnngh12016DVMIA\.1- 2. r A h°Ballgnl ul'Prom i dm Sl', j Founncuprnursswrn orb)oll O iarulex Nryodncuon —2i i ISSUED' L ---- — MARK DATE OESCRWTLON I 06M412016 3_C3 PERMIT SUBMITTAL Y I S $Im I 2 at- 017 ITS$N2 543 II Se.3 6 TYP AT EXT I I 1 PROJEC-T'NUMBER 116011-0075 APPROVED BY. I PROTECT DIRECTOR I M�tt St— PROJECT'MANAM 1 00-9 HOlNu CHECXW BY I )DB CAPTAIN. I Noma.Bawn. ROOF DRAWING TITLE: LEVEL 03., MODEL D STRUCTURAL2ND LEVEL02 FLOOR FRAMING PLAN LEVEL 01„ NOTE: DRAWING NUMBER: J DARKENED LINES DESIGNATE AREA OFWORK MODEL D STRUCTURAL 2ND FLOOR FRAMING PLAN S2D.2 SCALE:1/8=1- N 2 4 2 4 5 DYKEMAN STUD AND SHEAR WALL PLAN NOTES' I.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1,1 AND S72 leL9'252593181 1 4zs.zsxszaz reuw.ny raa.nn 2 LUMBER GRADE PER STRUCTURAL GENERAL NOTES. ms well marinc vlcw Dave Evcmrr,wA 90zm-toss 3.ALL INTERIOR NON-BEARING,NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UNO. CONSULTANT: WHERE MORE THAN(11 TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED — THUS: .TRIMMERS TO BECONTINUOUS TO THE FOUNDATION =D I 5.BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY{�BUNDLED STUDS MINIMUM,UNO.WHERE MORE THAN O)BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. .-o EncinEERs® 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.0. 818 STEWART ST.SUITE 1000 SEATTLE,WASHINGTON 98101 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. PHONE:(2oB)332-1900.FAX:(206)332-1600 W6 - WEBSrTE:w dcl-engineers,cam 8.TYPICAL SHEAR WALL ELEVATION PER4/S4.0. CIVIL/sra�cTu ap.� / ®CopynpM i nAmae¢an.seno lnc Nl BigMs Basenetl 9. + INDICATES TENSION LOADS REQUIRED ON KIPS).LOADS SHOWN ARE AT SERVICE LEVEL(ASDL CIRCLED REGISTR DIATION STAMPS: N R INDICATES NUMBER OF STUDS REOUIRED FOR TDS HOLD-DOWN. s 00 la TYPICAL HOLD-DOWN ELEVATION PER BIS3.1,12/S31 AND 3/54.0. E_ C C I I SIB-6x6 POST AT I 11.ANCHOR BOLTS TO BE DIA x T MINIMUM EMBEDMENT PER 5/S30.PROVIDE HOT-DIPPED GALVANIZED 1 r BALCONY ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED OWT _ 1 �, AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES. p" 9.6pT 2 D 000T —U SHEAR W 12 FREE STANDING 6x6 POSTS USE CCOSOS2.5 TYPE CAP AND BC TYPE BASE TYPICAL,UNO.OTHERWISE BENT ON 9 ppi 400T HE.LE STRUCTURAL WALL 3.5'1 ES MINIMUM AT BEAM END AND 5,r INCHES MIW1MW AT CONTINUOUS BEAM. < Or a,pOT 0.pDT 66p7 I 13.TYPICAL DETAILS PER: ,- V112 2 4IS4,0 TYPICAL SHEAR WALL ELEVATION 4/S4.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL PROJECT IDENTIFICATION: 7JS4.0 TYPICAL PLATE SPLICE DETAIL Park 77 POS'. TYPICN.INTERIOR WALL. G'6h" UND 114 SHEAR WALL 1 �� _ S ./, SCHEDULE ! 2 d o 2.64T6.0C FOR GMT6x6Po5T 6x6POST\ o LL WD Arlington N!Z :i� SppT Investments, L.L.C. AT 2 4� p 20201 77th Avenue NE o—\ �. m _ 2 Arlington, WA D M a.eoT \ 8.80T 4 I `21vf Q 16'OC TYP AT II BRG STUDS WHERE OCN R ARCH 5.pp� 5 POT 1 B B S,MT This cinuving is: 2 1.CoWnSM 2016 DyKEr4'MA Inc. 2.TJx Aeela0lefs Imwmm of Professional S.M. S T For use on 0ds project only Obtain Arclliled's 2 —itten permission for arrc other use or mproducuou _ — — 5�'-- — � — TYP AT STAIR 5.76T W3 • a VV3 ® 5.7pi smT ISSUED: S.TOT T 66HY20 5.70i I — — l — 3 747 � M BLDG FERMARIC DATE MI SUBMITTAL OVJ,BQO17 Mt* 6,7pT 5.7pT D7 5 4 D3 D1 PROJECT NUMBEII 1 16011.0075 APPROVED BY I PROJECT DIRECTOR I MlchaM Slrrvam PROJECT AIANAC R' 1 WIT ft—t CMCKJD BY' 1 JOB CAPTAIN- I Nathan WWII. ROOF„ DRAWING TITLE: LEVEL 03., MODEL D INDICATES LOCATION " STRUCTURAL 2ND A A OF HOLTLDOWr:—'1-� -- LEVEL 07 FLOOR STUD & SHEAR WALL PLAN LEVEL 01 w NOTE: DRAWING NUMBER: DARKENED ONES DESIGNATE AREA OF WORK. A MODEL D STRUCTURAL 2ND FLOOR STUD & SHEAR WALL PLAN S2D.2 1 SCALE:113'=V-0' N I 1 2 —7— 4 �� 5 1 2 4 5 DYKEMAN FLOOR FRAMING PLAN NOTES: 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER SIA AND S1.2 1¢Pq[5253J1fi1 J.425.23'1G242 viuAyltenrmr.n¢r 2 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS 1]I6 Wesr Marine New Drlve Evemrl,WA 9G201:09R 3.FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOES.SHEATHING TO BE GLUED AND NAILED TO FRAMING NTH 0.131'DIM2 12•NAILS 0 6.0C AT PANEL EDGES AND 0 IYOC FIELD.LINO.LAY SHEATHING WITH FACE GRAIN{LON%DIRECTIONIPERPENDICULAR TO SUPPORTS ANO STAGGER PANEL END JOINTS.ALLOW IAr CONSULTANT: SPACE BETWEEN PANEL ENDS AND EDGES. — a,ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER ��DCI DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. — 5,ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE- TREATED. E n G i n E E= R S® 818 STEWART ST a SUITE 1000 4 ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM SEATTLE,WASHINGTON 98101 HANGERS ARE AS SPECIFIED ON PLAN. PHONE:I2oej 332-1900•FAX:(206)332-1600 WEBSFE:www.tici-engineerscom 7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 12)2xB MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR CIVIL/STR V CTU F/k, D� WALL PLAN ON FLOOR BELOW. ®co¢ ] ON.mC m.rs m rc anwsm: :.rvw B.BEAAASARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS,ORION PLANS AS'OB' INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW.PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. REGISTRATION STAMPS: 3/4'SHTHG PER PLAN NOTES I PT 640 9.PROVIDE FULL HEIGHTSOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. ( T/SHTHG=20'4' — \ E Bp. C o ATSHEAR WALLS PARALLEL TO FRAMING,ALIGN(II JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAY 0r ri�� PT 2z8®1GOC c REQUIRED). R EX DECKING PERARCH,� PT 6z10 I PT Gx10 W/ 1 0 9 ZYP r _ — _ o _ 10 _ 14 ALL RIM JOISTS TO BE 1 12'LSL MINIMUM UNO. a PT 0.12 1 1 r _ TYP AT EXi 11.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE 1 FI Pi 6R12 �j 12 12 44 BEARING STUD,SHEAR WALL,HOLD-DOWN.POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW <�-O 1 „ S,1 1 PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. a ♦ trvrl ------ �i I --' PI 6x12 I j1 73.6a10 BEAMS MAY SE SUBSTIIVTEO WITH Buhr Pp12x108EAMS PER tp54,t PER CONTRACTOR OPTION. � II is —_ PROJECT IDENTIFICATION: IY z2\ 1 1 1 1 14.TYPICAL DETAILS PER: 11 j ri $i,l TYP qT INT 2 I 1 _ Park 77 4x66LKG ALIGNED �^ Ij I 2.ID016'0C/1 G/540 HORIZONTAL STRAP FASTENER SCHEDULE W/WALL ABOVE �� i1 1 TYP Uh'O 1 ` _ i S4.1 STRUCTURAL WOOD FRAMING DETAILS 114>9 1U4 ¢ 2 S _w 1 54,2 STRUCTURAL WOOD FRAMING DETAILS a 1 10 1` a v p 1 2x; C 12"OC —z I FOR I $ x D WD Arlington PSL312 USIb --- �� Investments, L.L.C. J; POST y I 6 „ �; m AT 1 I ABOVE 20201 77th Avenue NE 1 r ii (� c 1 ,1 _____ ___ _ _ _ y_ _ Arlington,WA ITREX DE CKI PEfl 0.Rq u�, % i16 NDLED OI J 1 _ " Y121 12'O U —� PTGL 3402 E j PTGL NA-12 fll0 '6.00 1 m B B ? S 1 STAIR I STAIR i 8 This drarvi �: 2.10 12"OC i' i 1 11 1 i j I I.CoWdshi 20 le 1G DY)U6LW.Ine. 2.TIalAmlulccfslrolAmM of Pmfessioral Scn me p5651H+91K i PSL31"$ � 3.For use on Ibis prPlccl oNy.Obww Amlinect's 11 1 _ II 11 11 ---YL vntten pemdssion foram other use or reproducuou _ 1 lI 1___L� ' I ISSUED: 1 __ MARK DATE lot,OESCR6IjIA F\ — — ---_- — }rr — _ — 2 ovmo17 SI 92 MIT SUBMITTAL (��/J�) � Sm 10 Si 1Q S4.3 I 4x6 BLKG ALIGNED D6 D D 543 g W/WALL ABOVE D7 5 3 D� SR-; D1 TYP AT EXT I PRO1ECr N1UMBEIt 116011.0075 _APPROVED 81' I PROJECT DIRECTOR 1 MKhael Sl ns PROJECT MANAGER 1 Doug Hohua CHECKED BY. I JOBCAPTAWK I N01nan 9ala,n- ROOF,, DRAWING TITLE: LEVELS MODEL D STRUCTURAL3RD LEVEL 02 FLOOR FRAMING PLAN LEVEL 01 NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK MODEL D STRUCTURAL 3RD FLOOR FRAMING PLAN S2D.3 SCALE:1U8•=1•-0W N 1 2 4 I 2 T ` r." DYKEMAN STUD AND SHEAR WALL PLAN NOTES: 1.STRUCTURAL GENERAL NOTES.DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER SLI AND S1.2 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES. A1611(il ntararc lya pn.c E`emu.ea 9nzalsvH 3.ALL INTERIOR NON-BEARING,NON-STBUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES 4.HEADERS SHOWN ON FRAI PLAN SHALL BE SUPPORTED BY AND II)KI NG STUD MI NIMUM,UNO. CONSULTANT: WHERE MORE THAN(1)IRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED — THUS:�TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION, D I mom 5.BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY RI BUNDLED STUDS MINIMUM,VNO.WHERE MORE TNAN IA BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. a ErlGIrlEERS® 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.0. 818 STEWART ST y SUITE 1000 SEATTLE.WASHINGTON 98101 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. PHONE:(206)332-1900.FAX:(206)332-1600 D1W6 WEBSITE:—dci-engineers.com 8.TYPICAL SHEAR WALL ELEVATION PER 4/SAO. CIVIL/STRIJ CTU RAL ®u%mm t aanno coma—II ai 6i9bs6ezenetl 9. •INdCATES TENSION LOADS REQUIRED(IN KIPSL LOADS SHOWN ARE AT SERVICE LEVELIASDI CIRCLED REGISTRATION STAMPS:`^ .1>D, III IINU INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLDOOWN. I I I BALCONY AT ' 10,TYPICAL HOLD-DOWN ELEVATION PER 3/S3.L 12=3 AND 3/S4,0, l £ g C C I I 4 t�T 11.ANCHOR BOLTS TO BE 5/8-DIAx 7'MINIMUM EMBEDMENT PER 51S9.0.PROVIDE HOT-DIPPED GALVANIZED t4, 14 {, 4�. ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED �o B0T W4 ATSOOIUM BORATE PRESSURE TREATED PLATES PERSTRUCTMAL GENERAL NOTES. 2 t ea' Wa 1 00T LOOT STRUCTURAL WALL 3S 1� S MINSTS USE IMUADS2.5 TYPE ATT SEW END AND 5 INCHES MINIMUBC TYPE BASE MCAL.UNO-AT CONTINUOUS IS AR ON W W4 13.TYPICAL DETAILS PER: 4FAO TYPICAL SHEAR WALL ELEVATION PROJECT IDENTIFICATION: 4/S4,1 TYPICAL STUD WALL OPENING(HEADER)DETAIL 0 . L i 2/54.0 TYPICAL PLATE SPLICE DETAIL. IS N IN SHEAR A:L �EXTERIOR WALL. Park 77 HEDULE UN0 IN SHEAR WALL m 6 16.00 C)tEDULE 3 3 0 ZY$ .11VC BXB INr PosT, yY"UNO F 0 R 2 WD Arlington 2 R 001 Investments, L.L.C. ,.� ,,,. n AT - - wa - wa 3my B- - Arlington, WA 20201 77th Avenue NE 380T 1�' _ 180 i STUD SHEAR WALL FRILIA1NG PER S20.7l. ( I I 70T B B This dm,vin.is: L10T 1.Co"plil 2016 DYKE%M',L 1- 2.TwAKbI.'sIMMI n of PraTcssialml Scrcice _ i For wc'oil Ihls pi"w onh OMmn Awh,I B I 7 W4 I 2 n1111en Ptmnssioo fat mrt octal we m MP-1. STUD&SHEAR WALLcuon FRAMING PER S2D 2A ISSUED: W4 _ 210T _ I W4 _ 2 10• 2 10T MARK DATE _DESCRIPTION 1 0S114IZO1B BLDG PERMIT SUBMITTAL 2 01125/1017 ASI12 07 D6 D1 PR03Fcr NUMBER 1 16011-0075 APPROVED BY I PRO)ECTDIRECTOR 1 M."el bleveew PROJECT MANAGER I DonO HOOw CHECKED BY. I JOB CAPTAIN- I Nathan Bata k ROOF�, DRAWING TITLE: INDICATES LOCATION OF HOLD.00WN--"'�I I MODEL D LEVEL CO STRUCTURAL3RD A LEVEL FLOOR STUD & SHEAR WALL PLAN LEVEL Ot w NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK MODEL D STRUCTURAL 3RD FLOOR STUD&SHEAR WALL PLAN ��• e SCALE. 1/6'=1b' N S 1 1 2 4 5 a 1 L DYKEMAN ROOF FRAMING PLAN NOTES; 1.STRUCTURAL GENERA NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER Sl.l AND S1,2 �,.�p++cdylal /me4a!Lz»s4x ,.rM,h4•n..,ew 2 VERIFY AL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS, UIaH'a•1 s4rine Ltew OA.r L.rrtm HA 9a:Ob:a9n 3.ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER DRAWINGS STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS 4.ROOF SHEATHING PER PLAN AND STRUCTURAL GENERA NOTES SHEATHING TO BE NAILED TO ROOF FRAMING WITH CONSULTANT: - DIRE DIRECTION) 1/2'NAILS O LAR O PANEL EDGES AND STAGGER P FIELD, DJ LAY SHEATHING WITH FACE GRAIN(LONG =D I DIRECTION)PERPENDICULAR 70 SUPPORTS AND STAGGER PANEL ENO JOINTS ALLOW 1JB'SPACE BETWEEN PANEL ENDS AND EDGES PROVIDE PANEL SHEATHING CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED SHEATHING EDGES AS REQUIREDBY ROORNGW .•Y. 2 5.ALL 2x HANGERS TO FACE MOUNT TYPE LUS,UNO. ULAM.PARALLAM AND MICROLLAM HANGERS AREAS E n is n E E R So SPECIFIED ON PLAN, DT a UPPLIED AND DESIGNED BY JOIST SUPPLIER 818 STEWART ST-SU ITE 1000 SEATTLE,WASHINGTON 98101 6.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2xB MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR WALL PHONE:(206)332-1900•FAX:(206)332-1600 PLAN ON FLOOR BELOW. WEBSITE:ww Ad-engh....— D7 DV D4 D1 ;;{TT Opp BEAM FRAMIMIW ITHRJOISTS n(REM BBB SSUUPPOROTSS PER STUD AND SHEAR WALIL PLAN ON LEVEL BELOW.PLANS G CIVIL/STRIJCTU RAL B ypyi,Bn 1 Q1IIIIND Lame mbc NI9glRs flaunetl PROVIDE A3S CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. B PROVIDE SIMPSON H25A TIES AT ALL ROOF JOISTS,TYPICAL REGISTRATION STAMPS: ;MINER� NO NOTES I.PROVIDE SOLID BLOCKING OVERALL SHEAR WALLS AND BEARING WALLS.AT SHEAR WALLS PARALLEL TO FRAMING, E 2 ARIES ALIGN JOIST OR TRUSS OVER SHEAR WALL 190DITIONAL JOISTS OR TRUSSES MAY BE REOUIRED). Q� B C /`•p=ice(/, � 10.HORIZONTAL STRAP THSTNDICATED ON THE FRAMING FLAN ARe TO BECEKTEREO OVER WALL TOP PLATE AND/OR . 9 6x10 - I 6x10 D HEADER.BLOCKING OR BEAM.NML 1STRAP TYPEI WITH WO X 1 1/C NAILS Q TOC EACH END AND WO X 1 1/2'NAILS O - J 12'OC INTERMEOIATE,SPLICE REOUIREMENTS PER STRAP MANUFACTURE R SPECIFICAT10HS. — CK 11.AL RIM JOISTS TO BE 1 1/2'LSL MINIMUM UNO. A aas i I V 12 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA J "'�t• ^ r h h x R ROOFSYSTEM TO BE BIDDER DESIGNED.ROOF PLAN SHOWN ISASUOGEST-eD LAYOUT.CHANGES MUST BE 11 IC II � �r SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCHITECT WITH BEARING PO4 NTS AND REACTIONS 70 PROJECT IDENTIFICATION: STRUCTURE. LOW ROOFjj24'OCCONFIGURATION.NOTIFY ENGINEER OF REVISIONS TO PLAN. Park ��TRUSS LAYOUT SHOWN IS APPROXIMATE.TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT ANDU 1+ w STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. HIGH ROOF 128001-BSI INDICATES SHEAR TRANSFER LOAD IN ROOF TRUSS 108E LOCATED ABOVE SHEAR WALLS TRUSS. 2x9 RAFTER 0 24'OC, 11 I i j • O 1I_ MWNFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACILETEO LATERAL LOAD SPECIFIE D ON PLAN,IN WD Arlington I !! _ EMO THE DESIGN DEAD AND LIVE LOADS. TYP AT LOW ROOF , 1 la L , Art 1 1 1R GLS IfOc;J 12 GLS I/Bx 13 lrr ----_---__ 11 p GL51/9x131/7 GL514,13 ! _ , • Investments L.L.C. 1 , � TYP ii 9 SHADED REGION INDICATES APPROXIMATE AREAOF OVERFRNAING.TRUSS MANUFACTURER IS 1 Y r ti 1 5:1 ; ' �- 5:1 SSE. ALL „ S4I RESPONSIBLE FOR DESIGNING THEOVEICFRAMINGREOUIRE0.TRUSSE$SMALLBEDESIGNEDTOSLIPPORT AT I I c 0 H OVER-FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS y ________ 2 1 AT HIGH ROOF 20201 77th Avenue NE I1 '- 0i v r 11 • ALL GIRDER TRUSSES SHALL BE SUPPORTED BY A MINIMUM OF TWO STUDS.TRUSS MANUFACTURER TO SUBMIT TO Arlington,WA 1 - _ _--_ - ¢ _ - i l 1' ENGINEER GIRDER TRUSSES REACTIONS GABLE END n m c n 1 11 • ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION. 1 _ TRUSS rn TYr+AT 2x9 RAFTER 024'OC 1'-------' T WHER I SI£Aq L S4. , - I ROOF TRUSSES$!la4L BE DESIGNED FOR ADDITIONAL LOADS FROM(MECHANICAL UNITS.ROOF PAIIOARFAS. �• II OCC , 1 I AT LOW ROOF LANDSCAPING AND PIPING'.CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS AND SUPPORT �' i g CONDITIONS OF ALL MECHANICAL ELECTRICAL.PLUMBING,AND SPRINKLER LOADS.SPECIAL TRUSS SHAPES AND B 24'OC 2a.10 2Aea = 1 2 OPENING REQUIREMENTS AREAS DESIGNATED ON PLANS Tlus dlallilb a: 2aa0 i i 5 ii AT LOW ROOF PROVIDE SIMPSON H1 OR H2.SAHURRICANE TIESATALL ROOFTRUSSESAND ROOFJOISTS,TYPICAL LCapmph[2016DY1�IANAM 624' TYP'•1 I 3 1 , u_2 ___�I 2.71e AnhilcC.IalmmcnofPmfcssioral Scn,icc. WHE 1 I I IL _-= TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER 3F0r utc oo ldc plglcaml?-Onlaln Arclmafs OCGL i 1 54.i I - 1 - - nn0c0 pe.-.n faram odw os 0,nymduni- 1 Jy TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR TO GRAN Pc= 11 625m ISSUED: L 13,BEARING STUD,SHEAR WALL.HOLD-DOWN,POST SIZE,A 11 I ____- �J ND POST CAP AND BASE REQUIREMENTS BELOW PER STUD MARK DATE DESCRIPTION 3.2x101V R01-iri _ - AND SHEAR WALL PLAN t 0en42016 (SLOG PERMIT SUBMITTAL r l tl! I I 2x9 RAFTER®2 2 01/26rt017 IAsl sit 12 AT LOW ROOF 14,TYPICAL DETAILS PER: STRUCT FASCIA x 6-0'LONG 1 I D7 MIN,TYP WHERE OCCURS D1 6/S4.0 HORIZONTAL STRAP FASTENER SCHEDULE S4.2 STRUCTURAL WOOD FRAMING DETAILS PROJECT N'UN1BER 1 1£0,1.0075 APPROVED BY. I PROJECT OBJECTOR 1 Mr DH Stov PROJECT AIANAGPR I D°06 H01- CHE_C•KED BY I JOB CAPTAIN I Naman Sala.-k ROOF�, DRAWING TITLE: LEVEL MODEL D A A LFufL6� STRUCTURAL ROOF FRAMING PLAN LEVEL Ot„ NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF W ORK MODEL D STRUCTURAL ROOF FRAMING PLAN SM A SCALE:1A'=1'-C N 1 2 4 I 2 T s S D DYKEMAN SPREAD FOOTING SCHEDULE FOUNDATION PLAN NOTES: SL7E 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2 TYPE LENGTH WIDTH DEPTH REINFORCING 2.VERIFYALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. F1.5 1'6' 116' 11.0. (2)#5B EW F1.5A 1'6' 1'6' 1'-G (2)#5B EW ALIGN W/STAIR STRINGER ALL DOOR IN FOUNDATION ERIVY THE RAINS AND LOPES;SHERSPRIORTO POURING.COOLERS: ALL ODOR OPENINGS IN f0U1NMTI0N WALLS;DRAINS AND SLOPES;BLOCKOVTS FOR FREEZERS.COOLERS.PLUMBING, WHERE OCCURS SPRINKLERS AND HVAC ALL DUCT&CHASES AND PIPES PEP.MECHAMCAL.PLUMBING.ELECTRICAL AND SPRINKLER reb4zs2ssa16t JAe 42Si943:IS rruluny�mrRea -r DRAWINGS. ST DDETALS AND GUARDRAILS PER ARCHrrECTURA,DRAWINGS.CONCRETE CURBS AND LOCATIONS PER F2.0 2'-0' 2-0' 1'-0' (3)#5B EW 171b l\Ysl AMrfiee\"w Mfle Evetctt,WA 90201=09fl F2.5 2'6' 2'6" 1'-0' (3)#5B EW 4.TOP OF SLAB R/SLABI ELEVATION ASSUMED 0'-0'.FORACTUAL TJSLAB ELEVATION REFER TOCML AND ARCHITECTURAL F3.0 3'-0' 3'-0' 1'-0' (3)#513 EW DRAWINGS.PROVIDE 10 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES.PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. CONSULTANT: 5.TYPICAL TOP INTERIOR(UNON RIOR)FOOTING ELEVATION=-1'-2',UNO.TYPICAL TOP OF EXTERIOR T/EMERIORI D FOOTING ELEVATIONS=0'-0',UNO. 6.ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATW_SOIL ANDJOR STRUC!UWd FILL.SUBGRADE PREPARATION, CI STRUCTURAL FILL,FOOTING DRAINS,AND OTHER REQUIREMENTS PER GEOTECH REPORTAS NOTED IN THE STRUCTURAL GENERAL NOTES. E n G I n E E R So 818 STEWART ST=SUITE 1000 7.CJ INDICATES CONTROLJOINT PER PLAN,AND 4/S3.0. SEATTLE,WASHINGTON 98101 PHONE:(206)332.1900•FAX:(2(X)332-1600 E4 E3 E2 E1 6.CO NTRACTOR TO VERIFY TOP OF CONCRETE(T/CONC)WALL ELEVATIONS ON ALL PARTIAL HEIGHT RETAINING WALLS. ygRzr mynpMbn 4gl MAINTAINTNVALL ELEVATION A MINIMUM OF 6ABOVE FINISH GRADE PER 102301-023041 CIVIL/STRVCTU RAIL ®Mpy,wM T Qanre Camersem lrc Nl Righs ReservaE 9,ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN 5'OF FINISHED GRADE SHALL BE PRESSURE-TREATED. 2 1(X MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. REGISTRATION STAMP$: F1.5A FT.SA 11.STEEL STAIRS SHALL BE BIDDEROESIGNED.UNO.APPLW48LE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL C I ®�2•-n'111Y C DPCONT r-1 0 ) 2 0 �,,CON;'TO Wr 0.#s 4 Z�Yy 15.10T LONGIT,TYP ffi AT BUILDING 5,6,10,11,12 AND 13 PER ARCH SITE-PLAN SD1.0 ADD(11 a5 LONGITUDINAL TO INTERIOR AND EXTERNAL -®T ATEXTVENEER 7.70' FOOTINGS- f �D 15.10 v WM. - DC r LAI CHI ..tAL SI .nN SD1 0 STAI :='» 1 F1.Si� 14.TYPICAL DETAILS PER �TYPICAL EXTiRIOR WALL. F1-1 r BALCONY VNOINSHEA4WAl1 roe �-- •1 -- _---- 4'CMVVENEER� LJ SCHEDULE h 2 -1 ' PER ARCH 1 r`T I I S3.0 STRUCUTRAL FOUNDATION DETAILS 2>60160C I f l r----------� / 1 ! I T $31 S3.1 STRUCTURAL FOUNDATION DETAILS 1 15.10T 151 2.?r I 1�p TNP AT EXT AND SHEAR WALL.PLAN NOTES: PROJECT IDE ('A NTIFITION: 01 r--- -------- --r! i_� I ; L_J L-------- ---WL_ 2'OP CONT ---------------- ------- '-'-------"'---- it: 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA.ABBREVIATIONS AND LEGEND PER SI.1 AND SI.Y. Park 77 f T I 1 t- Ft.6' r F(G W/121 R5 1 570i i 15.10' r 1 LOT,TYP AT EXT 1 4'CONC SIA9 OWE I 1 1 1 1 $ 1 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTE& i ae C CTRD Go WT NOTES j i POST, 1 1 n 1 ry 1 3,ALL INTERIOR NON-BEARING,NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES FOR I T/SLAB=O'-0'16'WHERE : 1 IUNO-� p f 1 TYPICALA:RIOR WALI. 1 I� I r•1 1 LINO IN SWEAR WALL I I 1 OCCURS PER NOTE 121 I �� S3.T 1 1 SCHEDULE 1 4.HEADERSSNDWN ON FRAMING PLAN SHALL BE SUPPORTED BY I71 TROAMER AND Ill KING STUD MINIMUM,UNO, I I 1 1 1 1 5. ' WHERE MORE THAN 11J TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED W D Arlington 10 I TYPATINT I 2904 IVOC I I 2 1 1 _ I t 1 1 T G=•1'-T THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. I I 1 1 5.707 I I 53a `p?_p I I 1 1 AT EAT 5,70T 2.0 1 4 TYP 1 2 -_ ____-� 1---.� 12'WCONC STEM WALL 5.BEAMS SHOWN ONFRgIWNG PLAN SHALL BE SUPPORTED BYpJ BUNDLED 8TV05MINIMUM,UNO,WHERE Investments, L.L.C. j 1 I W/121N5®16'OCVERT MORE THANFTJBUNDLEDSTUDSARERECO D.THENUMBEROFBUNDL.EDSTUD$SHALLBENOTED AT __ _____ 1 ( 1 rF2.0 13701 1 t F2' (4)k5 HORIZ,TYP AT EXT VENEER THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. I I I I 20201 77th Avenue NE 1'$W1t1r0PCDNT I I 1 1 I 6'W CONC STEM WALL t70T fi.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.o. I 1 1 I Arlington, WA 2 i 70, FTT WJ QI 13 13.70' i r W/05®1 B'OC VERT& 7•ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. I 1 1 1 1 ----.--AT- I I I AT Of0.00 TYP I 1 121%5 HORTZ I I I I L___________ ___ ________J 1 AT INT BRG STUD_ 1 1 ^ W6 EO I i 1 ----� f ---------T - -- r v B,TYPICAL SHEAR WALL ELEVATION PER 4/S4.0. 5.70T I 1 1 +k701 1 1 2 70' I I U PER ARCH 70' 1 1 67D* ' 1 J L _ _____.1 I t 1 1 I _J L_ _______________ 1 ___- T-------__� __- 4 I 1 2.70I i LOJ I r_____ r____-___ r---- 1 g, + rCATES TENSION LOADS REOUIRED(IN KIPS).LOADS SHOWN ARE AT SERVICE LEVEL(I CIRCLED B I __. I B 2 I r 1 FI ' I I I F1 t I ' I t 1 j N iN01CATES NUMBER OF STUDS REOLMD FOR TDS HOLD-DOWN. Tim ding is: 33.1 1 1 1 1 1 1 I I I I l i I I 1 1.CDp)11g11t 2016 DYIMMAN.III_ TYP 1 I 1 I I I 1 I I I I t 10.TYPICAL HOLD-DOWN ELEVATION PER B/531,12/53.1 AND 3/54.0. 2.Tb0Anlutecl's halllunon OTplOfCssimlal Senace AT VENEER I 1 1 l i I I 1 i 1 1 l i i i t 1 3.For are on this prOccl only.Obtain Ankmet's I I I 1 I 1 1 I ' 11.ANCHOR BOLTS TO BE 5/6'DIA x 7'MINIMUM EMBEDMENT PER 5J53.0.PROVIDE HOT-DIPPED GALVANIZED _11en poll"ism"forany outer meempleducliolL j 5.70T I I I . i 2.TOT I I i I 11 11 I j 2 ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED 1 5,7T l i i 1 I I 2,70, 1 1 1 1 1 5.70T I I 1 1 1 1 1 I 5.701 I I LJ 1 AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES. 16.70T 1 1 r 1 1 I I$$UE _I 1 _ I i I L 570 I Q____ EB 12.FREE STAND NG 6-6 POSTS USE CCOSDS2.5 TYPE CAP AND BC TYPE 845E TYPICAL UwO.OTHEIlY115E BEAR ON 2 MARK DATE DESORPTION _____ _ - STRUCTURAL WALL 3.S'INCHESVINIMUM AT BEAM END AND S5'INCHES MINIMUM AT CONTINUOUS BE �____ �TSmP��3 J3F1 s.76T 'W wd__ -I�i 1Y IA,- ---p�T�-- ---- -�q�- 70, 1 06rlbrml5 BLDUPERMrrsuEunfRa ---_--- c. T3.TYPICAL DETAILS PER 2 Ol/26ft017 A51112 5 TIT S70T �s7r. LJ LJ 5.70T 510 4JS4.0 TYPICAL SHEAR WALL ELEVATION F1.SA LJ 4 E3' f 4/54.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL - 2JS4.0 TYPICAL PLATE SPLICE DETAIL I - I I I PROJECTNUMBER 116011.0075 APPROVED BY: 1 PROJECTDIRECTOR 1 Ahcnael 5ls+a PROJECTALLNACIER- I Doug HoTM CHECKED BY. I JOB CAPTAIN. 1 Nalhln 11- ROOF�, DRAWING TITLE: LEVELS MODEL E STRUCTURAL LEVELW FOUNDATION/STUD & SHEAR WALL PLAN LEVEL + NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREAOFWORK C F 1 MODEL E STRUCTURAL FOUNDATIOW STUD & SHEAR WALL PLAN S2E• 1 SCALE:1/6' t 1 FLOOR FRAMING PLAN NOTES 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. DYKEMAN 2.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS S FLOOR&4EATHR4 PER PLAN AND SfHIKritRAI GE NEPAL NOTES,SHEATHING TO BE GLUED AND"LEO TO FRAMING WITH 0.131-D1AX2 Irr NAILS OSOC AT PANEL EDGES AND 4 12'OC FIELD.LINO.LAY SHEATHING WITH FACE GRAIN(LONG DIRECTION(PERPENCK"TO SUPPORTS AND STAGGER PANE L END JOINTS.ALLOW lit SPACE BETWEEN PANEL ENDS AND EDGES. 4.ALL DUCTS.CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER ac m_sa�l4l,Jac=>',:w32�2 m�m.4�a:md.�u+ DRAWINGS.STAIR DETAILSAND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 1>'16wa'.I Munr Ylew tMte T:.Tmll.xl a1IZ01`0911 5.ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN B OF FINISHED GRADE SHALL BE PRESSURE- TREATED. &ALL 2z HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM CONSULTANT: HANGERS ARE AS SPECIFIED ON PLAN, P 7.HEADERS SHOWN BUT NOT SECIFIED ARE TO BE(2)2.8 MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR —DC1 WALL PLAN ON FLOOR BELOW. — 8.BEAMS 0.9E FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHEAWMS°ON DETAILS.OR ON PLANS AS'T1B' INDICATING THAT DROPPED REAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN E n G I M E E R S® ON FLOOR BELOW.PROVIDE A35 CUP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 818 STEWART ST•SUITE 1000 SEATTLE,WASHINGTON 98101 9.PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALL$AND BEARING WALLS PHONE:(206)332-1900.FAX:1206)332-16W E4 E3 E'z E1 AT SHEAR WALLS PARALLEL TO FRAMING,ALIGN(1)JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAY BE WEBSTTE win.dci-atgin txm REQUIRED). CIVIL/STRVCTU RAL O CoY/n91i1 i PMtleGaaeisroae Oa Hgas PaervM 10.ALL RIM JOISTS TO BE 1 12'LSL MINIMUM UNO, - PT 6x10 TYP AT DECK 11.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON REGISTRATION STAMPS: 12.BEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. \ E B T C 3/4'SHTHG 2 � PER PLAN NOTES 13.6>r10 BEAMS MAY BE SUBSTITUTED WITH BUILT PQI h106EANS n:R 1015=1PE9 COK'RnC70R OP?fON F 7 14.TYPICAL DETAILS PER: s PT2%6016'DC _ — _ — D c W/Tnc.��m ft. — — --- 6/S0.0 HORIZONTAL STRAP FASTENER SCHEDULE TYP AT DECK S4.1 STRUCTURAL WOOD FRAMING DC ^. S4.2 STRUCTURAL WOOD FRAMING DETAILS PROJECT IDENTIFICATION: Park 77 11 I AT INK 12 i $4.1 I FOR I TM AT EXT „ 1 i��'��` WD Arlington PSLS I/:a9 U- ' PSL5114-9114 1=_ _ _' Investments, L.L.C. AT 20201 77th Avenue NE 1 � I wr a DECKING ,1 PER 2 u I Arlington,WA II ' II �— I P C n n u u It n I I U I I I r 1 I t u n I Tltis dlmtille I5: I 11 II I1 III iIUtitl 'innit iIIIitII ,I I 11jIl1I itI iaIai, tt��T1li I11 1.Cop"ghl 2016 hDm n6n1ltO'�.umIhA oNfO.PInc. STAIR 2.Tr Archt 3 For sun@lt s t "ecnpnnuan for f eusAsrcanlm4l cSeel'rvs ice aq.u,har uses rcproduclian II 11 II 1 I 1 L--- -ii i I I�--- a ISSUED: EB u I I —_ i LJ — MARK DATE OESCRGTION u 1 08i1Nt016 5.DG PERMIT 5UB7.VTTA1 -- - — — 2 01/26/2017 1 AM 62 E4 E3 5<3 E2 E1 I PROJECT NUMBS P. 1 16011-W75 APPROVED BY I _PROJECT DIRECTOR I MICIUN 6,4Y¢Ira PROJECT I, A A 1 9a Kt CHECKED 81': I JOB CAPTAIN. I NW,,2.B4ta,c-_ ROOF, DRAWING TITLE: LEVEL 031_ MODEL E STRUCTURAL2ND A LEVEL02v FLOOR FRAMING PLAN LEVEL e„ NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF W ORK MODEL E STRUCTURAL 2ND FLOOR FRAMING PLAN S2E•2 SCALE:1/8'=1'-W N 2 STUD AND SHEAR WALL PLAN NOTES: 11 I.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. DYKEMAN 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES 3.ALL INTERIOR NON-BEARING,NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(1)KING STUD MINIMUM,UNO. WHERE MORE THAN(11 TRIMMER 15 REOUIREO,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS:OR.TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. 5.BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY121 BWJOLED STUDS MINIMUM,UNO.WHERE lee92525A�Ifil fiu-425259.6242 wuw.dykemartne! MORE THAN WBUNDLED STUDS ARE REOUMD,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED 1]I6 W'csi Marine Yew Orivr Everett,WA AA201-2A9A THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. 6.SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/S4.0. CONSULTANT: 7,ALL EXTERIOR WALLS 70 BE SHEAR WALL TYPE UNO. W6 B.TYPICAL SHEAR WALL ELEVATION PER 4/54.0.2,�,.,,.DICATESTENSIONLOADS R£QUIP.ED IIN KIPS(LOADS SHOWN ARE AT SERVICE LEVEL IASDL CIRCLED =DC1 I n E E R S® NATESNUMBER OF STUDS REOUIREC FOR TDS HOLD-DOWN. 818 STEWARTST•SUITE 1000 SEATTLE,WASHINGTON 98101 10.TYPICAL HOLD-DOWN ELEVATION PER 6/53.1.12IS3.1 AND 3/54.0. PHONE:(205)332-1900•FAX:(206)332-1600 WEBSRE:w dci-engineemcom E4 11.ANCHOR BOLTS TO BE 5/8'DIAz 7'MINIMUM EMBEDMENT PER 5/S30 PROVIDE HOT-DIPPED GALVANIZED CIVIL/STf�UCTU RAL E E� ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED OwRM9 p nPmtlo menem 1.NI RigNS RexneE AT SOOIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES, 2 12.FREE STANDING 6x6 POSTS USE CCO-SDS25 T YPE CAP AND SC TYPE SASE TYPICAL,UNO.OTHERWISE BEAR ON REGISTRATION STMAP ~ 6.6 POST,TYP A? STRUCTURAL WALL 3.5' ES MINIMUM AT BEAM ENO AND S.FINCHES MINIMUM AT CONTINUOUS BEAM. REGISTRATION STAMPS. 2 BALCONY 13.TYPICAL DETAILS PER p1cE. B�, C C �1GDT 4/S4.0 TYPICAL SHEAR WALL ELEVATION Qf 0-VAZ'��, c 4/S4.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL p O. T T 00'T 2/34.0 TYPICAL PLATE SPLICE DETAIL, T- D 29/» -;- w3 - Ya RI N. SCHEDULE! i0 N$H W.LL ss s.6a, 2 �a , 2x6 C 1v oc 7 PROJECT IDEN r1i7CATION: yy� 3 50T RAT J ' �' Park 77 3 i6x6POST -- TYPICAL INTERIOR WALL- 1 FOR UNO IN SHEAR WALL ` I 6x6 INT POST, SCHEDULE 3`----� WD Arlington lYP UNO 2x6® OC I 35O' 16' Investments, L.L.C. c3o;:- 7 AT 2 o7oT 3.W 20201 77th Avenue NE 5.70T Arlington,WA ws AT — CINT BRG STUDS WHE7 uOCCURS PER ARCH o B p Tlus dmwiag Is: I.C6y1T1/M 2016 DN10=h1AN.Inc. 2:TIRAed111w1's6wtts"nTProfesZ`m Scnace .50T 2 3.For use 0tl Ildt DK+Iect oidp.00wn Arda¢c Cs IAOT nnuen pefmlssson for a11y other ulc or trygtaduclion 350, 1,a0 3,501 3507 ISSUED: 71 13.SOT EB — 3.,*, — _ — — 3' , — EB MARK DATE OESCaPTION — I. 1 091t4lMI. B PERMIT SUBMITTAL SOt VIA 3.SOT 2 OtR6l2077 ;ASI 02 250, 3 ' 3.50' 2607 35O! N 50 S T E4 E 64 POST AT STAIR,TYP PROJECTNLAMER 116011.0075 APPROVED BY 1 PROJECT DMTECTOR 1 MIlb-I SIM— PROJECT MANAGER, 1 D"Hofa CHECIKED BY. I JOB CAPTAQP: 1 Natnan Sata6e ROOFe - DRAWING TITLE: LEVEL 03 MODEL E INDICATES LOCATION o STRUCTURAL 2ND A A OF HOLDDOWN � LEVEL 02 FLOOR STUD & SHEAR WALL PLAN LEVEL 01„ NOTE; — v DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK. A MODEL E STRUCTURAL 2ND FLOOR STUD&SHEAR WALL PLAN S2E.2 1 SCALE:1/8'=V 4T N 1 1 i 1 I FLOOR FRAMING PLAN NOTES: L' 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER Sl.l AND 57.2. DYKEMAN - 2,VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES.SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131-DIA4 12'NAILS 41 S'OCAT PANEL EDGES AND•ITOC FIELD,UNO,LAY SHEATHING WITH FACE GRAIN(LONG DIRECTION)PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS.ALLOW 118- SPACE BETWEEN PANEL ENDS AND EDGES 4.ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER Iea42127\]In1 pu:4219lS7Q umu+d.++nwa.v+ DRAWINGS STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 1710 Nku ntulne ltrr llmr Elrlrtl.N'4 tAt1n1i09n S ALL WOOD EXPOSED TO CONCRETE.WEATHER,OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6.ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO,GLULAM,PARALLAM AND MICROLLAM CONSULTANT: HANGERS AREAS SPECIFIED ON PLAN.7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 1212xe MINIMUM,HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 6.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS.OR ON PLANS AS'DB' MDC1 INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN E n G I n E E R S® ON FLOOR BELOW.PROVIDE A3S CUP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 818 STEWART ST•SU ITE 1000 SEATTLE,WASHINGTON 98101 0.PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WADS AND BEARING WALLS PHONE JNq XII'1000 a FAX-p"33NI 00 EZ E� AT SHEAR WALLS PARALLEL TO FRAMING.ALIGN(1)JOIST OVER SHEAR WALL(ADORTONAL JOISTS MAY BE WESSITE,a A"pMwf cm E4 E3 REQUIRED! 10.ALL RIM JOISTS TO BE 1 12'LSL MINIMUM UNO, IT Bx10 TYP AT DECK 11.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND HOOF OPENINGS GREATER THAN 24'ON ONE REGISTRATION STAMPS: 12 BEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW C I 3/4'SHTHG I PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 1 E. C PER PLAN NOTES 13.0x10 BEAAAS MAY 8£SUBSTITUTED WIT-1 BAIL"J1P Qr 2r70 BEANS PER 1064.t PER CONTRACTOR OP110!.', q4, 14.TYPICAL DETAILS PER: D _ W/ PT 2x8416'OC — _ — — — Q 6I54.0 HORIZONTAL STRAP FASTENER SCHEDULE TA CDEC TYP A?T DECK S4.1 STRUCTURAL WOOD FRAMING DETAILS __ 54.2 STRUCTURAL WOOD FRAMING DETAILS tI I PROJECT IDENTIFICATION: I --- -- Park 77 3 2 " m FOR 2x104 IVOC y aI 11P LINO —�. r� C a WD Arlington C. 4x6 BLKG ALIGNED ^ k POSTxO BLKG ALIGNED W/WALLABOVE -- 1 WALL ABOVE Investments, L.L. ' PSL6 1/4r0 i(4 � ABOVE L51/aa9ll4 ' I A-2- B I AT 20201 77th Avenue NE LA Arlington,WA 04 IT IT C m a n xx C m I i' 1 /TREX P s u I I I 1 13 ECKING I I ii i i This droning is: 1 R II 11 h I i LCOp>iBM 2016 DYMILAN.htc. STAIR 1 II 11 h 1 2.TbeAaMlecfs114pnmtlaOTPmfessi0lal Sen�cc 3.Foruse01k81isprojecL01k Obtain Arddlect's nntten pemuss1011 far 3113'011]er use or reproduction ISSUED: mom DATE: DESCRIPTION 1 06"4016 IELDG PERMIT SUBMITTAL --- ----- 2 01J26=7 IAS11Y2 Io sin E4 3 S4 3 E2 E1 PROJECT NUMBER 1 t801 t.00;8 APPROVED BY I PROJEC'DIRECTOIL I M¢naN Stevero PROJECT MANAGER I MI .17. CHECKED BY: I ROB CAPTAIN: I Namara Eatadk ROOF�, DRAWING TITLE: LEVEL 03 M MODEL E STRUCTURAL3RD A A FLOOR FRAMING PLAN LEVEL 07 NOTE: DRAWING NUMBER DARKENED LINES DESIGNATE AREA OF WORK MODEL E STRUCTURAL 3RD FLOOR FRAMING PLAN S2E•3 SCALE:1/8'=1'-W N I 1 STUD AND SHEAR WALL PLAN NOTES: 1,STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. DDYKEMAN 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3 ALL INTERIOR NON-BEARING.NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTJRA'-GENERAL NOTES 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY Ill TRIMMER AND(1)KING STUD MINIMUM,UNO WHERE MORE THAN Ill TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHAL.BE NOTED THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION, 5.BEAMS SHOWN ON FRAMING PLAN SOIL BE SUPPORTED BY 0 BUNDLED STUDS MINIMUM.VNO.WHERE MORE T44AN DI BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED I2H117t+1 alaKnet'erTv OHn Lm rr.Wn t Of•:aoo THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION- 6 SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/54.0, 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. CONSULTANT: wB =DC1 B.TYPICAL SHEAR WALL ELEVATION PER 4/S4.0. 9. NOICf.TELENSIONLOADSREOVIRED(INKIPS),LOADSSHOWNAREATSERVICELEVEL(ASD).CIRCLED E n G 1 NUN/CATESMWBEROF.STUDS REOUIRED FOR TDSHOLD•DOWN. 818 STEWART ST-SUITE 1000 10.TYPICAL HOLD-DOWN ELEVATION PER WS3.1,12/S3.1 AND 3/S4.0. SEATTLE,WASHINGTON 98101 PHONE:(201)332-190D"FAX:(206)332-1600 E4 E3 E2 11.ANCHOR BOLTS TO BE SIB'DIAX T MINIMUM EMBEDMENT PER 5/S3.0,PROVIDE HOT-DIPPED GALVANIZED WE E:w dci-englnaers.cam E1 ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED CIVIL/ST R V CT J RAL AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENE RAL NOTES. 0�vr i PAmalo Wmeivmlie.AA 619Me 6esneE 2 .2.FREE STANDING 616 POSTS USE CCOSDS25+Y4E CA"AND BC TYPE BASE TYPICAV-UNO.OTHERWISE BE ON STRUCTURAL WALL 33'I HES MINIMUM AT BEAM END AND 5.5'INCHES MINIMUM AT CONTINUOUS BEAM, REGISTRATION STAMPS: 6x6 POST,TYP AT BALCONY 13.TYPICAL DETAILS PER: C C I 4/S4.0 TYPICAL SHEAR WALL ELEVATION OF Y4�Bff 5.00+ 2 4/54.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL 21S4.0 TYPICAL PLATE SPLICE DETAIL 5 O80' l= 4 TYPICAL EXTERIOR WALL, 2 W4 2 UNO IN SHEAR WALL +srolr■v>s��`be I SCHEDULE 500' JODT 0.80, SOD 1' 240 OC (y, W4 PROJECT IDENTIFICATION: y,6 � Park 77 I TYPICAL HEAR ALL FOR LINO IN SHEAR WALL m SCHEDULE 2xGC 1EOC WD Arlington Investments, L.L.C. ■ AT ;aI'U1,b$7 10T 20201 77th Avenue NE 4.aoT Arlington,WA EC „a1 - -<ba1 w4 we - - C 0.80T 4.60T ■ Dm1 ■ B This d—i-u: 1 1.CP"N2016DYMMAH I", m 2.The AxW ecosirwmnlen of Pmfaesimal Serv— t 70+ 2 "Tiren pernIns on for wry y other use or reprodonion 1,70' 0.60. 17DT ,.TOT EB — I1.701 — — — EB ISSUED: 10T — g— MARK 00.7E DESCPERMIT UBMI PTION 1 0611412076 BLDO PERMfi SUBMITTAL i 7ar W6 70, w8 we 00T 2 DIrlim17 As1n E E E I PROJECT NUMBER I160t t-0075 APPROVED BY I PROTECT DIRECTOR I MlC"0151a PROJECT MANAGE]. I Daub ho807 CHECKED BY I JOB CAPTAIN: I N4010n 6awJl• ROOF�, DRAWING TITLE: INDICATES LOCATION OF HOLOOOWk MODEL E LEVEL 03 I STRUCTURAL3RD A A LEVEL 02 FLOOR STUD & LEVEL Ol SHEAR WALL PLAN e NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREAOFWORK C ? /� MODEL E STRUCTURAL 3RD FLOOR STUD&SHEAR WALL PLAN S2E.3A SCALE.1/9 ,-0 (y •. I 2 t ' 1 I ROOF FRAMING PLAN NOTES: DYKEMAN 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. 2,VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3,ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL.PLUMBING,ELECTRICAL AND SPRINKLER DRAWINGS,STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4 ROOF SHEATHNG PER PLAN AND STRUCTURAL GENERAL NOTES.SHEATHING TO BE NAILED TO ROOF FRAL41W W1Tk re ausssalsl I auuxszaz www.ey�morL�r 0:131-DEW 1R'NAILS 05'OC AT PANEL EDGES AND 0 12'OC FIELD.LINO.LAY SHEATHING WITH FACE GRAIN ILONG 17Js Wcsr ntaHne Ye.Orlve 5vemn,WA snzol-z6ss DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL ENO JOINTS.ALLOW t10'SPACE BETWEEN PANEL ENDS AW EDGES.PROVIDE PANEL SHEATHING CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED SHEATHING EDGES AS REQUIRED BY ROOFING W 2 5.ALL 2x HANGERS TO °FACE MOUNT TYPE LVS,UNO. ULAM,PARALLAM AND MICROLLAM HANGERS AREAS CONSULTANT: SPECIFIED ONPLAN. DT'J 1 HANG- AR SHALL = VPPU£0AND DESIGNED BY JOIST SUPPLIER. NDC1 6 HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 1212xB MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 7.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS,OR ON PLANS AS'DB'INDICATING E n (j 1 n E E R Sao THAT DROPPED BEAM FRAJANG IS REQUIRED.REAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. 818 STEWART ST•SUITE 1000 PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. SEATTLE,WASHINGTON 98101 6,PROVIDE SIMPSON H25A TIES AT ALL ROOF JOISTS.TYPICAL PHONE:E dci-e0a•FAX:(206)332-1600 WEBSRE:www,tici�engineers.cam 9.PROVIDE SOLID BLOCKING OVERALL SHEAR WALLS AND BEARING WALLS.AT SHEAR WALLS PARALLEL TO FRAMING, 01v1 / au.1TuFinLL ALIGN JOIST OR TRUSS OVER SHEAR WALL(ADDITIONAL JOISTS OR TRUSSES MAYBE REOUIREDA ®�In�nm + U«•c•wr`aa�y'•�•rv•e : iQ HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR HEADER RLOWNG OR BEAM,NAIL ISTRAP TYPE)WITH(Ma 1 1/2'NAILS OYOC EACH ENDANDOWx'1/2'NAILS 0 REGISTRATION STAMPS: sTOC INTERMEDIATE.SPLICE MQLRREMIENTS PER STRA>MANUFACTURER SPECIFICATIONS. e.••0 I 11,ALL RIM JOISTS TO BE I IIT LSL MINIMUM UNO, �40�V Ztyy C C 12'SHTHG MIN PER PLAN NOTES— - 12.ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: T/SHTHG VARIES �• �- ROOF SYSTEM TO BE BIDDER DESIGNED.ROOF PLAN SHOWN IS A SUGGESTED LAYOUT.CHANGES MUS'BE � SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCMTECT VON BEARING POINTS AND REACTIONS TO 1 Q II STRUCTURE 81r10 II fix10 '0 TRUSS LAYOUT SHOWN IS APPROXIMATE TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND CONFIGURATION,NOTIFY ENGINEER OF REVISIONS TO PLAN. �I u STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. PROJECT IDENTIFICATION: SII 1 I 11 12MBSI INDICATES SHEAR TRANSFER LOAD IN ROOF TRUSS TO BE LOCATED ABOVE SHEAR WALLS TRUSS. r� MANUFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACKETEDLATERAL LOAD SPECIFIED ON PLAN,IN 1 .1 AT HIGH ROOF fMO THE DESIGN DEAD AND LIVE LOADS II 1 77 i i II I SHADED REGION INDICATES APPROXIMATE AREA OF OVERfRAMINC,TRUSS MANUFACTURER IS II " 11 3 RESPONSIBLE FOR DESIGNING THE OVER-FRAMING REQUIRED.TRUSSES SHALL BE DESIGNED TO SUPPORT FOR 1� li i H OVER-FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS. 2 II II I II T LOW ROOF ALL GIRDER TRUSSES SHALL BE SUPPORTED BY MINIMUM OF TWO STUDS.TRUSS MANUFACTURER TO SUBMIT TO Investments, t L.L.C. ,2 AArlington _ 1 ENGINEER GIRDER TRUSSES REACTIONS �---� - GL51I8x1 f2 I 1 Hues ments, -- ----- - --�---- >< - `'"--- - '"' ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TOFOUNDATION, -- -- - L 1/Bz13 I GL5 i L731R IMK13IR 1JBxf31/t L51/8x131/T1 AT II 11 7 �I iL ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM IMECHANICALUNITS,ROOF PATIOAREAS- 20201 77th Avenue NE LA14DSCAPING AND NPI.GI.CONTRACTOR 10 PROVIDE THE TRUSS SUPPLIER MTN LOCATIONS AND SUPPOR• IT------ II CONDITIONS OF ALL MECHAMCAL ELECTRICAL-PLUMBING.AND SPRINKLER LOADS.SPEC I AL TRUSS SHAPES AND Arlington, WA 11 rl TYPAT II 5..2 OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS dl 11 SMEAR WALL h _ 11 GM ROOF GABLrEND ryp 71 111 PROVIDE SIMPSON H10R H25A HUflRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS,TYPICAL. WHERE• RS ENALII S-2 jl� • TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR TO GRAIN I'c= R Q 1 ( ( 625PSL Tim drill 6 _ x_1 i t I 2 1.CopJnp1112016 DYKENtAN.Inc. 1 I 3 i I&BEARING STUD,SHEAR WALL HOLD-DOWN.POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD 2.Tlk ArdxtccL's InstrrmKlx of Prof.mnal Scree N.1 ` 542 S.for me on 61iS project only Obtain Arclulect's I I $, I AND SHEAR WALL PLAN. Zxt 02`Oc I II I ATLOW ROOF enneu permission for any other use or repra0ncuOIL 14.TYPICAL DETAILS PER: ISSUED: EB L U13t1 1 - I 6/S4.0 HORIZONTAL STRAP FASTENER SCHEDULE - -i - - —� - .MERE OCCURS 2xB RAFTER 0 24'OC, S4.2 STRUCTURAL WOOD FRAMING DETAILS MARK DATE DESORt?'ION TYP AT LOW ROOF t 09/1412016 BLDG PERMIT SUBS:7i1FL 2 D7/16f101T ASI 02 STRUCT FASCIA x 6'.0'LONG, E4 EEL TYP WHERE OCCURS Cr1 :2 El O y I PROJECT LUMBER 1 16011-0075 APPROVED BY I PROJECTDIRECIOR I M4hW Stevens PROJECT MMIAGER I Doug Hd" CHEIZXED BY: I JOB CAPrAW I Nama.SMIA40 ROOF�, DRAWING TITLE: `�`�L MODEL E A LEM02 STRUCTURAL ROOF FRAMING PLAN LEVEL O,w NOTE: DRAARNG NUMBER: DARKENED LINES DESIGNATE AREAOFWORK C �1 MODEL E STRUCTURAL ROOF FRAMING PLAN S2E•4 SCALE 1/6'=1'-W N 1 4 S I 5 SPREAD FOOTING SCHEDULE FOUNDATION PLAN NOTES: DYKEMAN SIZE 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2 TYPE LENGTH WIDTH DEPTH REINFORCING ? 2.VERIFYALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. F1.5 11-0' V-6- V-0' (21#5BEW F1.5A V-6" V-6' 1'-6' 121#5BEW ALIGN W/STAIR STRINGER A'CONTRACTOR INGS II OCATEANDVERIFLS:DfY14SAN SLOPEWIT OTHERS PRIOR FOR POURING.COOLER, All DOOR OPENINGS IN FOVNDATION WALLS:DRA1175 AND SLOPES:BI.00KOUIS FOR FREEZERS,COOLERS,PLUMBING, WHERE OCCURS Sm IEitS AND HVAC.ALL DUCTS.CHASES AND PIPES PER MECHANICAL PLUMBING.ELECTRICALANOSPRINKLER ae••azw�lsl 1+�42z:.a-14z I.+..�err+wlu..en DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL.DRAWINGS.CONCRETE CURBS AND LOCATIONS PER F2.0 2'-0' 2'-0* 1'-0' (3)#5BEW ARCHITECTURAL DRAWINGS meNiu slanne lScn Dm• EmrL WA+•201•:Yd F2.5 1 2'-0' 2'-0' 1' #SB EW 4.TOP OFSLAB(T/5LA8)ELEVATION ASSUMED 0'-0'.FORACTUAL T/SLAB ELEVATION REFER TO CML A=ARCHITECTURAL F3.0 3'-0' 3'0' 1'-Q (3)#5B EW DRAWINGS.PROVIDE 10 MIL VAPOR BARRIER BELOW SUB ATNiTERIOR SPACES.PROVIDE FREE-DRAINING GRANU AR FILL PER GEOTECH REPORT. CONSULTANT: 5.TYPICAL TOP OF INTERIOR RAMERIORI FOOTING ELEVATION=-1'-2',UN0.TYPICAL TOP OF EXTERIOR T/EXTEflIOR) NDC1 FOOTING ELEVATIONS=0'-0',LINO. B 6.ALL FOOTINGS AND SLABS TO BEAR ON COMPETENTNAW4 SOIL ANDICIR STM)CTURAI FILL SUBGRADE PREPARATION, STRUCTURAL FILL,FOOTING DRAINS,AND OTHER REQUREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL 1 GENERAL NOTES, E n G I n E S® 818 STEWART ST•SUITE 1000 7 7.CJ INDICATES CONTROL JOINT PER PLAN,AND 4=0. SEATTLE,WASHINGTON 98101 PHONE(206) an•FAX:(206)332-1600 CMU BRIOX,VBNEEFI�D'cR ARCH B.CONTRACTOR TO VERIFY TOP OF CONCRETE(T/CONCI WALLELEVATIONS ON ALLPARTIAL HEIGHT RETAINING WALLS. WEBSRE wwwdci-enginearscom cid- 4x4 POST TYP ENTRY AT 4TOT 0.70? 10.00i :` MAINTAIN TANALL ELEVATION A MINIMUM OF G ABOVE FINISH GRADE PER[02301-023041. CIv1 /5TRV CTVr�A \ 721111 BWpI,iNq i PNMO Camenem lrc.AU W9ms ar.rv.e - `J L•J -__ _-�p� 9,ALL WOOD EXPOSED TO CONCRETE,WEATHER,OR WITHIN B'OF FINISHED GRADE SHALL BE PRESSURE-TREATED. -- 10.MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. REGISTRATION STAMPS: 6x6 POST,TYP - '(CAL EXTERIOR WALL- STAIR AT E ______ I �" UN IN SHEAR WALL 11.STEEL STAIRS SHALL BE BIDDEB-DESIGNED,UNO.APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL -- I r-1 , b L.J I 1080T 1 Li 21 t , N L IEDULE N - np`( S. B c • I 1 I F1 5A I 1 F1.5A F1.5A ®16'OC ISC OT S4«/! y C 6x6 POST I 1 ------------- --------- I , I 12.A•BUILDING S.6,10,It.12AND 13 PER ARCH SITE•PLAN SOLO ADD III AS LONGITUDINAL TO INTERIOR AND EX?EWOAI l• 7 1 -------+ .1 .. '��'1f 1 I FOOTINGS. g I TYP AT E%T 14.TYPICAL DETAILS PER: V-6-Wx1 TOP CONT F1.5A I 1 1 TYP • ' I 1 I S3,0 STRUCUTRAL FOUNDATION DETAILS I IOaO• 1 1 1 7.20' 1 1 , CONC FTG W/(21 N5 J 1 I B; ' 1 ONGIT,TYP A7 EXT 53.1 STRUCTURAL FOUNDATION DETAILS - r r 1 ' r 1Y co 4T 1 ; ; ; 4 r 2 PROJECT IDEK TIFICATION: LrF LJ LSA ; COr N21 1 1 20.70T 1 F1.5A ) '__----- J_L---_------ i i---' - conlo STUD AND SHEAR WALL PLAN NQTESc � Sa6 POST L AT TNT 1 I UFTG•-1'-T 76.70T .___ _ __-_ __ 1 L__--__ TYP AT EXT ______ Perk 77 B r -� 30 �, ' W/NS®18'OC B 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER 51.1 AND 51.2 3 P3.0 r. 1 1 3 3 3 3 1 Ig 8W VERTAL 2 LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 12670x 2 G r 1 • 70 (2)N5 HORIZ n 16 4V OI 1 __ __- 3.ALL INTERIOR NON-BEARING,NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES, FOR 1 1it1 p •- .1 I _2.1D '12W CONC STEM WALL W/ a. 1 ~< <.--_--- - 4.HEREMOR THAN ON FRAMER IS RE SUPPORTED TRIMMER TUDSSHLLBE TUD MINIMUM,UNO. WD Arlington (2)N5®18'OC VERT&141 NS WHERE MORE THAN h)TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED HORIZ,TYP AT EXT VENEER 44491 I THUS: .TRIMMERS 7O BE CONTINUOUS TO THE FOUNDATION. -n�,�Sj •� B-LA-0NF."m. 4CONCSLABONGRADE' 2.20? I 'r --o Investments, L.L.C. 1 a ®16'OCC TRD 5.BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 12)BUNDLED STUDS MINIMUM,LINO.WHERE �RS PE1 pER PLAN NOTES MORE THAN(2)BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED �1 .1 AT 1 tYPICALINTERORWALI. -= T/SLAB=I1'NN WHERE I 2'-0'Wx12'DPCONT THIS: BUNDLED STUDSTO BE CONTINUOUSTO THE FOUNDATION. 20201 77th Avenue NE LINO IN SHEAR WALL I OCCURS PER NOTE 12) O.VC FTG W/(2)N5 L----T 'DIASd016'OD I 1 i LONGIT,TYP AT EXT VENEER 6,SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 5/54.0. Arlington, WA 7.ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UN0. l i 1 2 i W6 1 I 1 � � 8.TYPICAL SHEAR WALL ELEVATION PER 4/54.0. 6.70• I 1 6x6 POST 2 I -6x6 POST- _-�-_- 1 �., B 1 1 �._ B B - 1 1- ST - ---___--_ rnp B 9.2,,,NDICATES TENSION LOADS REOLARED SIN KIPS1.lOADS SHOWN ARE AT SEFMCE LEVEL IASDI•CIRCLED This draping is: 1 1 _ I -__-----'--1I_____-___L-_t- VENEER B - ----==----- -Z-__==-___-- -, - F3.0 - f3.0 - B .NUATES NUMBER OF STUDS REQUIRED FOR TDS HOLDDOWN. LCopinpla 2016 DYKEAfAN.Inc _ 10.TYPICAL HOLD-DOWN ELEVATION PER 8JS3.1,12/53.1 AND 3/S4.0. 2.Fet ArclOtcct's lrsanmelu oTProlasiorral Scrcice 6x6 POST 9 C� C®� TT'�'•1 - o.For utc 4u 11ut prajat oldp.Obtain Anti is LJ LJ 11•ANCHOR BOLTS TO BE 51T DIAx7'MINIMUM EMBEDMENT PER 5ISi.0.PROVIDE HOT-DIPPED GALVANIZED annen pemllrslDn for airy other Ilse 0+rcprodu<timl 53.1 F7.5A F1.5A FI:SA ®-1 C®� Cq� TYP ATSODIUMBORATEPRE LTS AT SSSURRErnRATEDEEATE PLATES PLATES.PER HSTRUCTURAL GENERAL INAOTES.ORBOLTSARENOTREQUIRED00 ISSUED- LJ LJ L F1.6A F1.5A F1 SA 12 FREE STANDING 6x6 POSTS USE CCOSDS25 TYPE CAP AND BC TYPE BASE TYPICAL.LINO-OTHERWISE BEAR ON HARM. DATE DESCRIPTIONW B B STRUCTURAL WALL 3.5'1 ES MINIMUM AT BEAM END AND 5.5'INCH ES MINIMUM AT CONTINUOUS BEAM. 1 O6Jt4fj076 B�CG PERMIT SUBLRTTAL 2 01Qg2017 AS112 13.TYPICAL DETAILS PER: QS4.0 TYPICAL SHEAR WALL ELEVATION 4/S4.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL 2IS4.0 TYPICAL PLATE SPLICE DETAIL 1 I PROJECT NUNMOL 1 16011.0075 APPROVED BY: I _PROJECT DIRECTO 1 R Mlcn•H Sevens _PROJECT MANAGER I D"How% CHECKED BY. 1 JOB CAPTAIN- I Natn•n Batallle DRAWING TITLE: ROOF„ COMMUNITY BLDG STRUCTURAL A LEVEL PI4 FOUNDATION/STUD & IEVELP20 SHEAR WALL PLAN NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK �1 1 COMMUNITY BLDG STRUCTURAL FOUNDATION/' STUD&SHEAR WALL PLAN S21 • 1 SCALE:1/8'=1'-0' Nj 4 �% 5 2 FLOOR FRAMING PLAN NOTES_ b 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2 , YKEMAN 2 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS 3.FLOOR SHEATHING PER RAN AND STRUCTURAL GENERAL NOTES.SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131'DWc2 1fr NAILS®6'OC AT PANEL EDGES AND O ITOC FIELD,UNO,LAY SHEATHING WITH FACE GRAIN(LONG DIRECTION)PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS ALLOW 1/ff SPACE BETWEEN PANEL ENDS AND EDGES 4.ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER rH;gG5,a,59_1161 f azs.zsysz4z ro rw.dya-�.n•,�,�r DRAWINGS,STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 1716 Wesl Mvrinc Wew Drivc Even:tt,WA 9a201-2a96 5.ALL WOOD EXPOSED TO CONCRETE,WEATHER.OR WITHIN S'OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6.ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE,UNO.GLULAM,PARALLAM AND MICROLLAM CONSULTANT: HANGERS ARE AS SPECIFIED ON PLAN. 7.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2xB MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW — DC p B.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESSNOTED OTHERWISE ON DETAILS,OR ON PLANS AS DB' B B B INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEARWALL PLAN E n CS I n E E R S® ON FLOOR BELOW.PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES, Bl B STEWART ST•SUITE 1000 B S.PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEARWALLS AND BEARING WALLS SEATTLE,WASHINGTON 96101 'SHTHG AT SHEAR WALLS PARALLEL TO FRAMING,ALIGN 11)JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAY BE PHONE:(4681 dd-eng•FAX:(20b)332-1 s0D WEB6RE:www,dci-engineers.com PER NOTES 54,1 REQUIREDL CIVIL/STFi IJCTIJ FtAL TYP Vr40/SHTHG=12'-0 1 TYP ®COMA �y P�tlo Camenem,�wr�+e6iRe:rvetl 10.ALL RIM JOISTS TO BE 1 12'LSL MINIMUM UNO, 12 )) 11,PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24'ON ONE SIDE. REGISTRATION STAMPS: 12 BEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW SZF-2 • 1 1 i i 1 PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. XT S1 R \ TYP ATE 13,IkIQ SEAMS MAY BE SLIBSTIIUTE(/VATH BUILT 13I2.10 BEAMS PER 1"4.1 PER CONTRACTOR OPTION. 2 /�0�0T N4gr��q, C 1 -- 1 OPE%ELOW14.NPICAL DETAILS PER:2x10 ITtOCOPEN BEL '1 LO I ' 6/S4.0 HORIZONTAL STRAP FASTENER SCHEDULE S4.1 STRUCTURAL WOOD FRAMING DETAILSS4.2 STRUCTURAL WOOD FRAMING DETAILSPSLii PSL51141a i SA.t �I n r u I PROJECT IDENTIFICATION: I 1 11 n I 11 u 1 P5: VAJ 16 PSL51/Gxta I1 1 — B --- - ' _ ��- --- e Park 77 I HUCQ612SDS HGR, TYP AT EXT POST 2 3 FOR Z w ---------_ `o AT POST 94.3 AT LANDING WD Arlington Investments L.L.C. H Ps Ox12 I � 1 PT 2xe®1G'OC �l L AT HUC612HGR, '� W/7RIXDECKING 20201 77th Avenue NE TYP AT STAIR STRINGER PER ARCH 1 t &LANDING BEAM Arlington,WA 3/4'SHTHG oT 6rta PER PLAN NOTES - _— --- 1 r TYP UNO T/SHTHG=12'-0' B B — _ - _ PT6x12 PT6x12 PTfix72 v _—CB6 ---Y_--- --------- 1 I —� Tlus drft is: — STAIR TREAD BYOMEIIS ---- ! ------ 1. 2016 DYBBALAN.Im B r I For use of ' — — — --� — — — B 2. iccis inanOnclY ofPro(asonal Senice. d4XI2 PTa12 ---____--- _----- P r. 3, t)his mieci oNl.Ohlaln Ardutcn's a PT6x12 J---------- __------ ? - %%mtten pernussion foram_o0ler rrse or reproducuon STAIR STRINGER,TYP } PTtx12 _ I ------�� ------ - 3 2 ------------ T t ISSUED: 2x8 JOIST U I6'OC / _ Sa"3 5:'3 '--""-"---- MARK DATE DESCRIPTION W/TREY DECKING PER ARCH, (` p _ / 06H4f2016 BLDG PER6MT SUBMITTAL B `C_, B 2 01rAW01T Afi1 M2 TYP AT DECK I 1 PRQJELTT�'U\iBEA' 116011.0076 CB3 APPROVED BY I PROWZr DIRECTOR I M�cnaH 57N•M A EXTERIOR STAIR PARTIAL PLAN PRCIIE EID BY AGER 1- N6Txx CHECTCID 1' 1 SCALE 1W=1'-W JOB CAPTAIN. I Nathan Batas. DRAWING TITLE: ROOF COMMUNITY BLDG STRUCTURAL2ND A LEVEL P1 FLOOR FRAMING LEVEL P2 w PLAN NOTE: DRAArING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK COMMUNITY BLDG STRUCTURAL 2ND FLOOR FRAMING PLAN S21F •2 �N 2 7 STUD AND SHEAR WALL PLAN NOTES: 5 1.STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER Sl.l AND SI.2. DYKEMAN 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3.ALL INTERIOR NON-BEARING.NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4.HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY Ill TRIMMER AND Ill KING STUD MINIMUM,UNO, WHERE MORE THAN Ill TRIMMER IS REQUIRED.THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: .TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. 5.BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY GI BUNDLED STUDS MINIMUM,UNO.WHERE reL•4262593161 f 42626a.6242,mmmAykemannrr MORE THAN 121 BUNDLED SILOS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED 171s1v r M.r1ne Vicw nrtve fvcrett,WA sezol-zsss THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION 6,SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE Sow, CONSULTANT: I 7,ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. WE &TYPICAL SHEAR WALL ELEVATION PER 4/S4,R =DC1 B CB2 B 9. 7T INDICATES TENSION LOADS REOUIREDONKIPST.LOADS SHOWN ARE AT SERVICE LEVEL IASDLCIRCLED i n E E R 5® N •R INDKATESNUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN. 818 STEWART ST-SUITE 1000 SEATTLE.WASHINGTON 98101 2 10.TYPICAL HOLD-DOWN ELEVATION PER 6/53.1.12/S3.1 AND 3/S4.0. PHONE:1206I 332-1800.FAX:(206)332-1600 4x4 POST TYP AT 11.ANCHOR BOLTS TO BE 51T DIA x 7'MINIMUM EMBEDMENT PER 5/S3.0.PROVIDE HOT-DIPPED GALVANIZED WEBSRE1 www.dci-enginssrs.com ENTRY 4.70= 4.TO' 7.901 CIVIL/STRUCTURAL — 1)OT ANCHOR BOLTS AT PRESSURE TREATED SILL PLATES.HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED � W3 .�� AT 9001UM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES. �..-��+��M�=�, B 6x6 POST,TYP 7 12.FREE STANDING Bab POSTS USE CCOSDS2S TYPE GAP AND BC TYPE BASE TYPKAL UNO.07HERVASE BEAR 2 STAIRIE STRVCTVAALWALL3-VI HE$MINIMVMAT BEAM END AND 5.6'INCHES MINIMUM AT CONTINUOU59EAM� REGISTRATION STAMPS: TWI EXTERIOR WALL. UNO I SHEAR WALL C N SCHE t.E 13.TYPICAL DETAILS PER: �• � I. 2 2x6® 6'OC 4/54.0 TYPICAL SHEAR WALL ELEVATION 4/S4.1 TYPICAL STUD WALL OPENING(HEADER)DETAIL _ �- 7�. 2IS4.0 TYPICAL PLATE SPLICE DETAIL �- 1 29Is: /6.6 POST c _ —� c �,6r I gym• PROTECT IDENTIFICATION: 3 2 2ri B Park 77 2W4 \6x6 PUS= 9.70= 420T L49* FOR 2� 2 WD Arlington 7�r I Investments, L.L.C. AT v 1VPICAL INTERIOR WALL, 20201 1 77th Avenue NE UND IN SHEAR WALL SCHEDULE Arlington,WA 2xB®16'OC 2 �i0r 8x8 POST Gib POST i1 B 64 R B — ��•�- -- — ' B` This dh rvinS is: ADIAXIM 2.TheNdumcLs61DW lldlo(Professiotal S—i. 6x6 POS= S Foruscon0usprojectotuy Obtain Arclutcd's linen pcmussion for a1N otirer i—or reproduction ISSUED: 6x6 POST TYP AT MARK DATE DESCRIPTION B DECK 2 051 01�77 1ASI 02PERMIT SUBMITTAL PROIECTNUMBER I IW11.0075 APPROVED BY 1 PRhJECTDIRECrOlt I N.xrie4l Stevens PROTECT WAGER, 1 00o9 Hot s OfECKED BY. I 1(IB CAPTAIN- 1 N.V n Et4faige DRAWING TITLE: ROOF„ COMMUNITY BLDG INDICATES LOCATION STRUCTURAL 2ND A A OFHOLODOWN—"� i LEVEL PI FLOOR STUD & LEVEL P2 SHEAR WALL PLAN NOTE: DRAWING NUMBER: DARKENED LINES DESIGNATE AREA OF WORK COMMUNITY BLDG STRUCTURAL 2ND FLOOR STUD& SHEAR WALL PLAN S2F.2A N I ROOF FRAMING PLAN NOTES: 1-STRUCTURAL GENERAL NOTES,DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S1.1 AND S1,2. DYKEMAN 2.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS 3.ALL DUCTS,CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING,ELECTRICAL AND SPRINKLER DRAWINGS,STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS 4.ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.131'DIA1Q 11T NAILS 06'OC AT PANEL EDGES AND®12.00 FIELD.UNO,LAY SHEATHING WITH FACE GRAIN(LONG DIRECTION)PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS ALLOW 116 SPACE BETWEEN PANEL ENDS r�4 je+a•.lal fueeat,tiq.42'7 ,annAr9.,,,.n.ner AND EDGES PROVIDE PANEL SHEATHING CLIPSCENTERED BETWEEN FRAMING AT UNBLOCKED SHEATHING EDGES AS r REQUIRED BY ROOFING W P IT/a wr+r 1tl•tlne tier orlaa• Gere+r,w'.t 1411b2a9n 5,ALL 2x HANGERS TO E FACE MOUNT TYPE L115.LINO. ULAN,PARALLAM AND MICROLUIM HANGERS AREAS SPECIFIED ON PLAN. 0't J JI HAN SHAL ° UPPLIED AND DESIGNED BY JOIST SUPPLIER, CONSULTANT: 6.HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2x8 MINIMUM.HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. =D 7.BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS,OR ON PLANS AS'DO'INDICATING — B B THAT DROPPED BEAM FRAMING IS REQUIRED.BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW- — PROVIDE A35 CUP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES ErlGl r1EER5® fl PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS,TYPICAL 818 STEWART ST•SUITE 1000 t7 SEATTLE,WASHINGTON 98101 2 2x4 OUTRIGGER®24'OC STRUC7 FASCIA x 6'-0' &PROVIDE SOLID BLOCKING OVERALL SHEAR WALLS AND BEARING WALLS,AT SHEAR WALLS PARALLEL TO FRAMING, PHONE:(206)332-1900•FAX:(206)332-1600 WHEREODCURS LONG WHERE OCCURS ALIGN JOIST OR TRUSS OVER SHEAR WALL(ADDITIONAL JOISTS OR TRUSSES MAY BE REOUIREDI. WEBSITE:w ,dci-engineers.com TYP CIVIL/STRUCTURAL - HEADER.BLOC BLOCK STRAPING BEAM.TIES NAIL ISDONTHEINTH OOxI IARETO B@TOC CENTERED WALL PLATE AND/OR ®e�„ym v�o Comenarolrc MP,9Ms Feaenb • HEADER.BLOCKING OR BEAM.NAIL(STRAP 1YPEI WITH DOQ z 1 i(J'NAILS®3.00 EACH ENO AND 000 x 1 1/2'NAILS D tip+•-�••-��^'•�,,,�`r 1TOC INTERMEOWTLSPLICE REQUIREMENTS PER STRAP MANUFACTURE R SPECIFICATIONS. 1 11,ALL RIM JOISTS TO BE 1 12'LSL MINIMUM LINO. REGISTRATION STAMPS: or ft1 _TU / " ; { 12.ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA �1 ,- B C Ir 6M2HDR 8-. 1 C F=❑ caT @ ' ROOFSYSTEM TO BE BIDDER DESIGNED.ROOF PLAN SHOWN ISASiIGGESTED LAYOUT.CHANGES MUST BE ,S�Oc Y(ASy7pc� P*6x12 �� S41 , 6z12HDR (� ap ''"' SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCHITECT WITH BEARING.POI NTS AND REACTIONS TO 1 i I fl a STRUCTURE t04�24.00 >i• TRUSS LAYOUT SHOWN IS APPROXIMATE TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND s 1r �� CONFIGURATION.NOTIFY ENGINEER OF REVISIONS TO PLAN. • STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES _---- - - PTA II GABLE Eh11 TRUSS — 5-i 12000LBSI INDICATES SHEAR TRANSFER LOAD IN RODE TRUSS TO BE LOCATED ABOVE SHEAR EDONPALLSTRUSS. PROJECT IDENTIFICATION: I1,, WHE OCCURS MNNUFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACKETED LATERAL LOAD SPEOR ON PLAN,IN D I I •` .RDORID O THE DESIGN DEAD AND LIVE LOADS , Ib[X/y�11 6.12 n 6a12 _ �� Park 77 B -- -- - ------------ -------- - � B SHADED REGION INDICATES APPROXIMATE AREA OF OVERfRAMING,TRUSS MANUFACTURER IS 1 RESPONSIBLE FOR DESIGNING THE OVER-FRAMING REQUIRED.TRUSSESSHALL BE DESIGNED TO SUPPORT 1 i OVER-FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS, i n ALL FOR GIRDER TRUSSES SHALL BE SUPPORTED BYA MINI MUM OF TWO STUDS TRUSS MANUFACTURER TO SUBMIT 70 ENGINEER GIRDER TRUSSES REACTIONS, VD Arlington 1 1 11 • ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION. to SHTxG ROOF TRUSSES SHALL BE OES*Wo FOR ADDITIONAL LOADS FROM IMECHAMCA_UMTS.ROOF PA710 AREAS. Investments, L.L.C. MIN PER PLAN NOTES I UWOSCAPING ANO PIpINGLCONTTU•CTOR TO PRUVIOE THE TRUSS SUPPLIER WITH LOCATiONSAND SUPPORT i2 1 F • T/STfTHG VARIES CONDITIONS OPALLMECHANICAL ELECTRICAL,PLUMBING.ANDSPRINKLER LOADS.SPECIAL TRUSSSHAPES AND �f .I o= I OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS 20201 77th Avenue NE Arlington, WA Q I ¢ u ` PROVIDE SIMPSON HI OR H2.5A HURRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS,TYPICAL. Arlin 9 J - I I � I III1T TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BYTHE TRUSS SUPPLIER I TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR TO GRAIN f'c= j 625psi, B 1 p B B - - -7t� - -- - - — B 13L BEARING STUD,SHEAR WALL,HOLD-DOWN,POST SIZE,AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN, 71C Naudg is: 2.7Te Arohilecl'slrmlLm•taaEkssi—(Service 14.TYPICAL DETAILS PER: :For me on This project ordy.Obtain Anaurecl's BrA HORIZONTAL STRAP FASTENER SCHEDULE -iuen permission for arry other use or reproduction S4.2 STRUCTURAL WOOD FRAMING DETAILS ISSUED: MARK DATE DESCRIPTION T 09H4f2016 18LOG PERMIT gUSUITTAL B 2 o126m? I AB17R I 1 I PROJECT NU\IDER )16011-0075 APPROVED BY. I PRO)ECF DIRECTOR I M-h-1 St—M _PROJECT MANAGER I Doug Ho/nn CHECKED BY I 108 CAPTA07- I Nathan Batmlle DRAWING TITLE: ROO1 COMMUNITY BLDG LEVEL PI STRUCTURAL ROOF FRAMING PLAN LEVEL P2 NOTE: DRAWING NUMBER DARKENED LINES DESIGNATE AREA OF WORK COMMUNITY BUILDING STRUCTURAL ROOF FRAMING PLAN S2F.3 SCALE:1/8'=1'-W N I I 4 I < ANCHOR BOLT OR 0 24-OC,GREASE ONE R REINF PER PLAN EXP ANCHOR,TYP SIDE IN DOWEL INSERT a�T/SIj,B --- PER .I. < . PLAN DYKEMAN �T SILL PLATE,TYP TREAD DIM PER ARCH - SOG&REINF PER PLAN SUBGRADE PREPARATION VAPOR1 BARRIER WHERE READ PER GEOTECH REPOR? COMPACTED STRUC7 FILL OR LAP PER COMPETENT NATIVE SOIL PER GEO SCHED CONSTRUCTION JOINT REPORT NDL PLAT SOG PER PLAN z REINF PER PLAN- PREMOL ED JOINT V 1/'MIN)REINF PER PLAN1al4s.asvl4l /aeasssfst+a mnufyk.wmu.nrr SILL PLATE '� r 4 IJla q'et Narinr\Jr.v prhe�Gertn,we snloL_onn 1'-0' 41/2'(MINI 41/2'(MIN) v� -I1 -I{ II T/SLAB G1- ILI —. — PER ' t* 24" PER ��PEA • • PLAN N_ ES" -0'(MAXI 1'-0'(MAX) o fax ®18'OL J RN( \ 1.USE 5/e'O ANCHOR BOLT PER 5/530, _ _i I' , CONSiJLTANT: _ SIDEWALK r" =1 tWN SUBGRADE VAPOR BARRIEfi WHERE READ 2.EACH SILL PLATE PIECE SHALL HAVE 121 BOLTS MINIMUM.HOLD-DOWN ANCHORS ARE NOT TO 1'ER A9CH •" I I' �_ i�t PREPARATION PER COMPACTED SANE FILL E2.CONSIDEREDTE ANCHOR BOLT. GEOTECH REPORT COMPETENTNATIVE SOIL PERGfOTEC f4 0 16'OC EW OR BARRIER CONTROL JOINT REPORT — D C I 3.LOCATE BOLTS WITHIN 1'-0'OFSILL PLATE PIECE ENDS ANDAT 6'-0'OC MAXIMUM. z RE READ NOTES: Z"1= ' ELS TO MATCH SLAB REINF E n G I n E E R S® 4.USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT.STANDARD CUT WASHERS =1' '1 3/4'KEY OR BEND CONT REINF A1. POSSIBLE ENTRY WITHOUDRY-CUT CAUSING SAW'E SOON 3,APPROXIMATE AR L JOINT TO ENCLOSE ARE ACCEPTABLE AT NONSH EAR WALLS. _ AS POSSIBLE EDGES. SA7CUTALO RAVELING OF APPROXIMATE SQUARE AREAS 225 RATIO OF 1 FEET MAXIMUM, Bl B TTLE.WA ST•SUITE 1000 101 � ;�;, CONCRETE EDGES.SAWCUT ALONG SHORT WITH MAXIMUM PANEL ASPECT RATIO OF 1.3 T01.0. SEATTLE,WASHINGTON 96101 5.DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE.USE 11/16'O DRILL BIT, #4B DIRECTION OF POUR FIRST. PHONE:(206)832-1900.FAX:(206)332-1 s00 4,CONTRACTOR TO SUBMIT CONSTRVC710N!CONTROL JOINT WEB81TE:w dci-engineemcom 6• 2-ALIGN ACONSTRVCTION OR CONTROL JOINT PLANTOSYNXTURAL ENGINEER OFRECORD FOR CIVIL/STRIJOTl.J r3AL 6.SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. REVIEWIAPPROVAL WITH RE-CilTRANT SLAB CORNERS,EACH WAY, ®roprdpn 1 oa�wio wm.ne-1K uingms s.><rm 7 CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. TYP`CPJ- TYPICAL SLAB ON GRADE '"�'—"'�'-r—^"""-•--•' PLAN-TYPICAL SILL PLATE JOINT DETAILS WITH REINFORCING REGISTRATION STAMPS: ANCHORAGE TO CONCRETE q TYPICAL STAIR ON GRADE a TYPICAL DEPRESSED SLAB DETAIL 4 SCALE:3/4'=VLT (03201) 4d OR 1 L SCALE:3/4'=1'-0' (03800) 3 SCALE:3/4'=1'-0' (03202) �.D D45 I I L 1/2'MIN �O oT q� C C SCALE 1'=1'-0' (06911) n� D D ISO, l� G'-0'MAX D=6d FOR 93 THRU N8 STUD WALL D=9d FOR#9,#10&411 D=10d FOR#14&#18 PER PLAN 1.511 SPLICE STD ALL REINFORCING E Worr COLUMN TIES AND BEAM STIRRUPS MIN,UNO PT SILL PLATE I I 3/4'CHAMFER LENGTH TYP ALT EA SIDE HOOK c z i PER PLAN AT WALLS NOT IN O CONC SLAB CONC WALL BEYOND CONTACT W/SOIL - h �� PROTECT IDENTIFIC4TION: PER PWt PER PLAIN I '• t • ( D 190° n 135° '�D T6AB TOMATCH , •• ir d d Park 77 pEY ApI,V, - FTG REIkr VERT DOWELS TO MATCH WALL VERT REINETYP _ CORNER REINF D 0 D • 5 w CORNER REINF TO MATCH r • "s TO MATCH CROSS WALL Y4++ STIRRUP STIRRUP OR TIE FOR • ,•r ' HORIZ REINF HORIZi1EINF 7� z D=4d FOR#3,#4&#5 • L m a D=6dFOR#6,#7&#B WD Arlington Y CROSS WALL— ANCHOR BOLT,TYP —� z 90' 136• BC' 100' NOT = q� �� _iq� Investments, L.L.C. 6d oR AT 1.USE 5/8'0 ANCHOR BOLTS WITH 7'MINIMUM EMBEDMENT INTO CONCRETE SLAB- o + �L�=. I I p LLL� TfTG AT CORNERS AT INTERSECTIONS o z ¢= 3'MIN PER l7Ni� �oP' �� 20201 77th Avenue NE 2.EACH SILL PLATE PIECE SHALL HAVE(2)BOLTS MINIMUM.HCLD-DOWN ANCHORS ARE STEEP AS Arlington, WA NOT TO BE CONSIDERED AN ANCHOR BOLT, POSSIKE I I I _= PgAM OR COLUMN CROS$T1E5 3.LOCATE BOLTS WITHIN V-0'OF SILL PLATE PIECE ENDS AND AT 6'-0'OC MAXIMUM. NOTES: BEAM STIRRUPS AND COLUMN TIES 1.5 H FTG REINF NOTE: d=BAR DIAMETER, D=BEND DIAMETER 4,USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT.STANDARD CUT MIN,UNO TO MATCH FTG PER PLAN TYP. 1.SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE- TIESAND CROSSTIES FOR SHEAR WALL BOUNDARY WASHERS ARE ACCEPTABLE AT NONSHEAR WALLS. PER PLAN • THICKNESS 2.WALL REINFORCING PER PLAN OR ELEVATIONS,SECTIONS AND DETAILS ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. B B 5,DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE.USE 11116-0 DRILL BIT. STANDARD HOOKS AND BENDS- 7ltisdmt„a;L:: 3.AT FOOTINGS AND STEMWALLS,CORNER REINFORCING TO MATCH FOOTING AND BEAM STIRRUPS AND COLUMN TIES LCOWPSh1201G DYJ�AUIN.Inc" 6,SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE STEMWALL HORIZONTAL REINFORCING. 7,CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. - PLAN-TYPICAL CORNER REINFORCING 8 3,TheweCldtccfs Uutm�MOof Prafc As Iul cl's SCALE:3l4'=1'-0' 1034001 :.For we an Otis project only.Obtain Ardutccfs TYPICAL SILL PLATE ANCHORAGE TO CONCRETE 6 TYPICAL STEPPED FOOTING AT CONCRETE WALLS B,4IB LLANE60 REINFORCING mucn pain ssianformyo0sr use or rcpraduttion MISCELLANEOUS TOP BARS ROARED 5 SCALE:1'=1'-0' (06910) SCALE:3/4'=V-O' (03901) SCALE:3/4'=1'-0' (03402-SINGLE MAT) SIZE BARS Isee nore#51 BARS ISSUED: LdI Spline Ld Solice Ldh mom DATE DESCRIPTION SPLICE tSTD HOOK, f'c=3000ps1 I J 06m4f2016 JBLOG PERMIT SUBIAT7Al- z O LENGTH TYP 1YP 03 17 22 22 28 9 2 OIfJ9201 P: CORNER REINF CORNER REINF / TO MATCH TO MATCH #4 22 29 29 38 11 1. LO MA REINF CROSS FTG 05 28 36 36 47 14 EDGE OF FTG LONGIT REINF #6 33 1 43 43 56 17 I vl Z PIPE SLEEVE RN GRADE PER 1 - #7 48 63 63 81 20 AS READ,TYP VLE= ARCHiCML V #9 55 72 72 93 22 •III=IIr=11C—II� #9 62 9181 105 25Q, CONCSTEMWALL a¢ < I�. - 910 70 91 91 118 28 PROJECTNUNIBEH 1%011-0075 ER PLAN a jc_ I w ' .. >, #11 70 l01 101 131 31 PROJECT DIRECTOR IM.WM StevanC I1 Y eefER GEOTECH REPORT •• #14 93 WA 121 N/A 38 PROJECTA GM 1 Do09 Hef—IPE,TYP Th�1i � ._ #1B 124 WA 161 N/A 50 TIFG - y- C71ECT:ED BY:PERPLAN i PER RAN c. 1.ALL TABULATED VALUES ARE IN INCHESJOB CAPTAIN: I NaI1an P,ataAs 2.VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEARSWING>db,CLEAR DRAWINGTITLE: COVER>dDAND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING>2db AND CLEAR COVER>db. CONC FTG __ ___ _ CROSS FTGPER PLAN - 3.DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld, , -CmPLACE CONC FILL ,) •. • ' t• - 4.Ldh=DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK STRUCTURAL -A A Ley , r'� 1�- BEFORE FTG POUR I (SAME WIDTH AS FTG) "1 '�I I�II 1 EXCAVATION NOT AT CORNERS AT INTERSECTIONS 5.TOP BAR=HORIZONTAL BAR WITH MORE THAN 12'OF FRESH CONCRETE BELOW OR AS NOTED ON FOUNDATION DETAILS NOTES: ALLOWED BELOW DOCUMENTS AS'TOP BAR'. 1.PRIOR TO CONSTRUCTION, EO I EO THIS LINE STRUCTURAL ENGINEER OF RECORD � &LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPICE LENGTH OF SHALL REVIEW PIPES/SLEEVES THE SMALLER BAR. � GREATER THAN 8'DIAMETER AND V-W MIN PER PLAN 11-C MIN NOTE: 7.LAP SPLICE OF 414 AND 018 BARS IS NOT PERMITTED.LAP SPLICE OF SMALLERTO 014 AND#19 BARS IS NOT DRAWING NUMBER: SPACED CLOSER THAN Y APART. ' 1 SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE PERMITTED. ELEVATION SECTION 2.ALUMINUM MATERIALS SHALL NOT f 8E EMBEDDED IN CONCRETE. 2 FOOTING REINFORCING PER PLAN OR ELEVATIONS,SECTIONS AND DETAILS B,LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR O PLAN-TYPICAL CORNER REINFORCING SPLICE LENGTH OF THE LOWER GRADE BAR. (�I .O TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL,fOOTING 11 AT CONCRETE FOOTINGS TYPICAL LAP SPLICE AND 1F`✓l U SCALE:3/4'=1'-0' 03907) 12 DEVELOPMENT LENGTH SCHEDULE SCALE:3/4'=1'-0' (03906) SCALE:3f4'=1'-0' (01400) 2 } ABU66Z POST BASE W/112'0 ANCHOR BOLT ; STUD WALL&SHTHG PER PLAN SHEAR WALL SHTHG i //—STUD.WALL&SHTHG PER PLAN SHEAR WALL SHTHG DYKEMAN WHEREAPPUES STUD WALL&SHTHG PER PLAN CONC PAVING PER CIVIL WHEREAPPUES PLAN SHEAR WALL SHTHG THERMAL BREAK& SLOPE WHERE APPLIES BRIO:VENEER&WATERPROOFING ,�' I PER ' PRIGID ER A NSULATION r( r CURB AS REOD PER PLAN ^ TfSV.3 PER ARCH PER ARCH �PT PLATE W/AB'S PER PLAN #4 z�®IB'OE / CIVIL I SOG&REINF I _ PER RAN PT PLATE W/AB'S PER PLAN I SOG&REINF / SOG&REINF I PT PLATE W/AB'S PER PLAN PER PLAN A4 X 24'®16'OC PER PLAN e4925 25Y3161 I 92525Y.5292 s.N.drL�..nwn I=11�1I{ KI#5 VERT I>" T 1 I 1'-0' TSLAB Y 1]I6 Wesl Afarine Vlcw Drlve Evcrcn,WA 90201-2090 /E TIES®12'OC A7 T&6 '' P:RPW� PER PLAII I}z • FIN GRADE .f.• FM GRAD= m � FIY CR:J' I�I I CONSULTANT: I z 1'd• 1 z � I'_ • -� 1 REINF PER PLAN YfTG -mot l h r �1 EDC1 PERP ANPER PLAN I 12'SO - REINF PER PLAN ec E n G 1 n E E R S® C- "0 REINF PER PLAN,CTRD " REINF PER PLAN 818 STEWART ST-SUITE 1000 a per, PLAN IN WALL IALT HOOKS) �R REINF PER PLAN,CTRD U PER REINF PER PLAN,CTRD SEATTLE.WASHINGTON 98101 PLAN PLAN IN WALL IALT HOOKS) PLAN IN WALL(ALT HOOKS) PHONE:(206)332-1900•FAX:(206)332-1600 PER PLAN WEBSITE w ,dci-en9ineers.com NOTE: NOTE: PER PLAN PER PLAN CIVIL/STR UCTUF^A MAINTAIN VLB"MIN DEPTH FROM CONTRACTOR TO COORDINATE SHEAR ' NOTE; FINISHED SLOPE TO B/FTG- WALL INSPECTION REQUIREMENTS. ALTERNATE SEE 3/53.1 FOR I EXTERIOR FOOTING AND EXTERIOR FOOTING AND EXTERIOR FOOTING AND REGISTRATION STAMPS: EXTERIOR BALONY POST AT SLOPE 2 STEMWALL AT BRICK VENEER STEMWALL AT STUD WALL WITH INSULATION 4 STEMWALL AT STUD WALL G C 1 $CI L-:1t_•.1•-0• SCALE:3/4'=1'-0' (03031 B) 3 SCALE:3/4'=V-0' (03032) SCALE:3�4 SHTHG PER SHEAR WALLSCHED rJ pf' WALL END ,', BUNDLED STUDS OR POST - SHTHG PER SHEAR WALL SCHED PER PLAN W/DIAPHRAGM ',i•� EDGE NAILING PER SHEAR SHEAR WALL SHTHG BUNDLED STUDS OR POST WALL SCHED SWD WALL&SHTHG PER PLAN I •� PROJECT IDENTIFICATION: WHERE APPLIES 1 STUD WALL&SHTHG PER PLAN •'L, PERPLAN W/DIAPHRAGM HD PER PLAN&SCHED WHERESHEAR WALL APPLlESTHG 1 HD PER PLAN&SCHED EDGE NAILING PER SHEAR WALL SCHED Park 77 #4 x 24'0 18'OC,TYp �I CONC SLAB 8EYOf:U CONC SLAB BEYOND 1 PT PLATE W/AB'S PER PLAN b:TRIM STUD AT OPNG EA SIDE OF PT BOT PLATE BOLTS-DO NOT CSINK BOLTS PT BOT PLATE SOG&REINF M PLATE W/AB'S PER PLAN SOG&REINF PER PLAN PER PLAN,TYP I TIAAB , T �•� FOR PER PLAN - PER naI g - P=R -AN HEADED AB'CHEI ______________ WD Arlington - a • PER HD SCHED .`7 p • —uF o =------- --- F Investments, L.L.C. A.T V P.9NF PER PLAN THICKEN CONC SLAB Z LL� I FTG AT AB ASREDD, I 20201 77th Avenue NE TfrTG 1, I PER PLAN EXTEND AS READ I Arlington, WA PEfIPWI I io I r =11011-II PER HD CHE fu -,11— L r- PER HD SCHED -17i I FTG BARBED THICKEN CONC SLAB REINF PER PLAN FTG AT AB AS REOD PER 2a EMBED SO MIM 2.EMBED SO MIN REINF PER PLAN,CTRD B PLAN IN WALL(ALT HOOKS) NOTE: AT HD HOLD-DOWNS AT HDU HOLD-DOWNS Tlus dr4lvilte is: PER PLAN HORIZONTAL COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED. 1.Copinp6l 201GOY6EA1'.�':In.. 2.The A.W.cCslnf n"w '015—io-1 Se q. INTERIOR THICKENED SLAB 3.F nClian hspmicdanh Gmem Ardmcn's INTERIOR FOOTING AND STEMMWALL AT SLAB STEP 6 FOOTING AT STUD WALL TYPICAL HOLD-DOWN AT THICKENED SLAB FOOTING mncn pem zsion foran oirv:r use or rcproduniou CJ SCALE:3/4'=1b' (03020) $ sc�--. _ ISSUED: MARK DATE DESCROnM WALL END WALL END 1 06M4120/6 IP OGPERMLT SUBMITTAL SHTHG PER SHEAR , I 2 01/2S12017 IASI 02 I WALLSCHED ' I I BUNDLED STUDS OR POST •I PER PLAN W/DIAPHRAGM I EDGE NAILING PER SHEAR � I POST PER PLAN 2 PO R P i WALL SCHED 2 I I 2x TRIM STUD AT OPNGS �•� A8U6EfZ OST HAS- I•I AROUND BOLTS-DO NOT W/S/S'D EfJ3ED 71f:'MIN ABU66Z POST BASE CSINK BOLTS W/5/8'0 EMBED 11TMIN - CONC FTG PER P HD PER PLAN&SOIEO 2 SOG&REINF ¢ p z APPROVED 1Nr1BFJt 11e01:.0075 PT BOT PLATE APPROVED BY. I PER PLAN m z I z 9P PROJECT DIRECTOR 1 Mchaa951evero JGGR DE PER ARCHN TISTEPANALL J 13X J'P� HAIRPINW/ ^V J L-&H Al PROJECT AUNA(WR; I DOSS SLAB OR Hoy n tKR T)$1/Lg PER PLAN STDHOOKEASIDEOF w 100 CAPTAIN I Natllnn B9:a+le CHECKED BY. I y Qy _- •• f _- PERPLAN ¢ STEMWAAB LLONLY EG'i ABS PER SCHED DRAWING TITLE: �I L a t• —11 HEADED AB'S s REWf PER PLAN i,V -'•II—•11�1'1 1 REINF PER PLAN V PER STEM0 ci CONC STEMWALL T/FTG A PERPLAN PER PLAN rwAPuw o PER PLAN o PERPLRti STRUCTURAL " LL w LL w FOUNDATION DETAILS CONC FTG PER PLAN NOTES: IL i �1 ^ 1.HAIRPINS NOT REQUIRED FOR ANCHORS ., I LI. '�'I�II r I FTG EMBED MIN DRAWING NUMBER: EMBEDDED INTO FOOTING PER 1014201101420A1, '1- I FTG EMBED MIN COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED. AT AB IN FTG , ..—y- AT AB IN FTG 9-MINIMUM FOOTING SIZE FOR ANCHORS EMBEDDED AT HD HOLD-DOWNS AT HDU HOLD-DOWNS INTO FOOTING IS 2x EMBED SQUARE WITH DEPTH AS EXTERIOR SPREAD FOOTING AT WOOD POST INTERIOR THICKENED SLAB INDICATED. S3 . 1 FOOTING AT WOOD POST 1.3 10 FOOTING AT WOOD POST —" TYPICAL HOLD-DOWN AT FOUNDATION -CONCRETE STEMWALL 9 SCALE:3/4'=V-0' SCALE:3/4'=V-O' J03010) SCALE:1'=1'-0' (06091) t 2 s I I I reL 916259J1fi1•f 426.2556292 ,r,sw.Aykemnnnn r DYKEMAN 1718 W"esl Merine Yew DHsm Evcre[[,WA 9fl201-209P MNSULTANT, =DC1 - Encsi nEERSo 818 STEWART ST•SUITE 1000 SEATTLE,WASHINGTON 98101 PHONE:(206)332-1900.FAX:(206)332-1600 WEBSITE:www.dci-eogineers,cam CIVIL/STRV CTV RAL _ ®LOQynNn 4 PAmno Cwmnero lrt MPigns eeservM REGISTRATION STAMPS: C C �16�:FA$q/"•if \y� l 2W59 PROJECT IDENTIFICATION: Park 77 FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE Arlington, WA B B This dralvina Is: 1.CcgmgM 2016 OYKEMAR Inc. 2.The AwNtecfs t11Na 4 cla of Professional Sen•ice ;.For use on 0ds project only Obtain Architects -I ten pernmion for am otlreruse or roproduchon ISSUED: —771 MARK DATE DESCRIPTION 1 06114g016 BLDGPERAIITSVBMRTAL z 2 01*S001] AS7 02 \� I STAIR STRINGER PER PLAN 21/2' PER ARCH GALV PL34YA 112W-ld'W140 GALV L3k2'x12Gaxo'LONG W/0 1/4'Ox2 1/2'SDS STAIR TREAD,BRACKET 1/4'0x2 1/2'SDS SCREWS TO STRINGER SCREWS TO STRINGER&03/80 EXP ANCHOR NOTCH &ATTACHMENT BY OTHERS (PRE-DRILL&C'SINK 9/100xl/4'DEEP W/2'EMBED TO CONC PER ARCH Tn? FOR FLUSH INSTALLATION) PROJECT NUMBER 116011-ME r- - APPROVED BY I COKC PAVING PER CIVIL PROTECT DJRECJOR I Micn•et Stev4m PROJECTPIA.I'AGPR. I Doug Honas CHECKED BY' I •• •6• I' JOB CAPTAW. I Nalnan Ba1aft g ' �• . `II COAL FTG PER PLAN DRAWING TITLE: W (POUR MONOLITHIC W/ REINF PER PLAN .. 3• CONC PAVING) 7 • a __ STRUCTURAL A PERPLA, , FOUNDATION DETAILS SECTION DRAWING NUMBER: NOTE: 1.CORROSION RESISTANCE FOR FASTENERS PER STRUCTURAL GENERAL NOTE: �`) I'�Jl •/'� G/ FOUNDATION AT EXTERIOR STAIR STRINGER ,F\r\J' 12 SCALE: I , I I 2.. STUD WALL&SHTHG PER PLAN,TYP WALLEND DIAPHRAGM EDGE NAILING ? 4eBIKG PER SHEAR WALL SCHED TRIMMER FOR HD BOLT S4 0 MIN SPLICE LAP WALL HEADS AT WALL END OBL TOP PLATE JFLR OR ROOF FRMG BIWOLED STUDS OR 'f PER PLANS&DETAILS NAWNG PER PLAN01 ROWS 0.148'0x_71/4' POST PER PLAN,TYP 11 11 EDGE NAILING PER PLAN NAILS(061 TOTAL SHTHG PER SHEAR III STAGG(WITHIN AREA '1• WALL SCHED,TYP YJALL':ND �RPi111i RIM JOIST OR OF SPLICE)0 6'OC ER DETAILS ,- 1/2 OF PER PLAN W/ HD PER PLAN BEARING WALL PER PLAN 12 OF NAILS(PER _ - OR PARTITION WALL PER ARCH •�• SCHED)TO STUDS HD ANCHOR TYPE PER PLAN STRAP TYPE HD PER PLAID ABOVE&BELOW STUDS PER PLAN RI MIN roCR3.233.]t6l f tSIJPS2I2 •aesuiAN.maiceN PLATE SPUCE TO ^ DBL TOP PLATE OCCUR OVER t,PER T v -- BLKG ATHORIZ PANEL EDGE 41 4 I:t6xu SlvfmlTaw dteLwmtt.WA t02E1.919R ALTERNATE•A• STUDS,TYP I m y STU05 PER PLAN 1121 MINI c c 1`1 STUD WALL&SHTHG PER PLAN u1 4 I STUD WALL&SHTHG PER PLAN,TYP STUD Wl.1.PER PLAN CLL STRR SPA - ` 1 0 y , EDGE NAILING PER PLAN,TYP u1 y y CONSULTANT n u FIELD NAILING PER PLAN PT SILL PLATE W/AB'S PER PLAN ==DCI PROVIDE SOLID BLKG RIM JOIST \ u .�' BTWN STUDS&HD'S V DBL TOP PLATE HD ANCHOR TYPE PER RAN 7ED 1/2'NAILS SPACED TO �• G I n E E R So H EDGE NAILING,TYP -t• STUD AT OPNGR - ' - 818 STEWART ST•SUITE 1000 EASIDEOFBOLTS ------- --- SEATTLE,WASHINGTON98101 NAILING PER PLAN DO NOT C'SINK PHONE(2061 33 2-1 900e FAX:12o6)aa2-1 soo t, BOLTS,TYP THKND SLAB WALL FTG NOTE:- AT INT WALLS BEYOND, '� CONC SLABBEYOND PERPLAt WEB61TE:www.tici-engineersc0m DEEPENIM FTG AS CIVIL/STf�V CTu FtAL BEARING WALL PER PLAN 0co�agm a nummo wm.,uco i.9RigM.Re W OR PARTITION WALL PER ARCH FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY READ TO ACCOMMODATE WAI IES AT HDU1 HQLD-DOWNS AT HD HOLD-DOWNS HDANCH � CONC STEMWALL&FTG 11 ALTERNATE-B- TYPICAL HOLD-DOWN OR STRAP PER PLAN REGISTRATION STAMPS: PLAN-INTERSECTING SHEAR WALLS 2 TYPICAL PLATE SPLICE DETAIL CONNECTION AT FLOOR FRAMING TYPICAL SHEARLEVATION SCALE:1'=1-I- (06904) O':w C C SCALE:V=VLO' 1061121 SCALE:1'=1'-0' 1060941 4 SCALE:1'=1'-0' 4060901 tip T A4e 01430A SHEAR WALL SCHEDULE W6 FOR 0.148'0x 21/2'NAILS IN DOUC FIR LARCH(2012 IBC)1161 HORIZONTAL STRAP SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. FASTENER SCHEDULE [4] WALL WALL SHEATHING NAIL SIZE&SPACING BLOCKING RIM JOIST OR BLOCKING 2c PLATE ATTACHMENT ILL PLATE.ATTACHMENT SHEAR CAPACITY STRAP NAILEDTOTOPOFJOISTS/BEAMS TYPE APA-RATED AT ALL PANEL EDGES SIZE AT ADJOINING CONN TO TOP PLATE NAILINGTbWbbbHYM ANCHOR BOLT TO SILL PLATE AT LBS/FT (OF,PSL[31,LSL[31,LVL[31) c F OR BLOCKING BELOW CONCRETE BELOW 101 FOUNDATION 111 t' FASTENERS III W6 15/32' 0.146'0x21/2'Q6'OC 2x CUP 016'OC 0.148'0x31/4'06 OC 5/ff0046'OC 2x 310 PROJECT EDENTI IF I CATION: STRAP CAPACITY STRAP ENDS 12) BALANCE 5/B'0032'OC 2x 0.148'Oz2 12'0 4'OC 460 IBGI o,131'0x21/2'NAILS (2)ROWS OF W4 15/32 3x CUP 012'OC 0.149'0u31/4'04'OC Paris 77 STAGGERED S1B'0048'OC 3z 1151 CMST12 7.6k 5/e'0024'OC 7A IN(2)ROWS 03 1ITOC 0.137'Ox 2 12WNAILS 0 TOC 0.148'Ox2 1/2'0 3'OC CLIP 016'OC 0.148'0x3114'06'OC 600 W3 5l32 STAGGERED 3x EACH SIDE ID ROWS 191 5/6'0032'OC 3x 1151 16610. 0x 131' 2 1/2'NAILS (2)ROWS OF CMST14 S4k 0.148'0x212'02'OC CLIP 016'OC 0.14ff0x31/4'06'OC S!ff 01B' 2x770 IN 12)ROWS 031/2'OL 0.131'Ox 21/2'NAILS 07'OC W2 15132' STAGGERED EACH SIDE T1I ROWS 191 SIB'0024'OC 3z1151 FOR CS14 (30)0.131'0x2 1/2-NAILS (2)ROWS OF 25k 2W4 15132' 0.14B'Ox2 11T O COC 3x CUP 012'OC 0.148'0x31/4'04'OC 5/ff0 024'OC 3x 1151 920 IN(2)ROWS 041/8'OC 0031'0x212'NAILS081/4'OC BOTH SIDES STAGGERED EACH SIDE (2)ROWS 191 WD Arlington 12210.131'0x2 1/2'NAILS (2)ROWS OF 0,1(2)ROWS 191 OR CS1fi 1.7k 2W3 15/32' 0.14 STAGGERED' EACH (OWSOF SDS1/ IN 121 ROWS O41/e'OC 0.131'0x21/2'NAIL50B1/4'OC BOTH SIDES STAGGERED 3x EACH SIDE (21 ROWS OF SDSIl4x5 5/B'0016'OC 3z 115) 1200 Investments, L.L.C. NOTES: SCREWS®ffoC 191 AT IU ROWS SHALL BE 12'MINIMUM APART,STAGGERED NAILS. CLIP OffOC 21 .1 2W2 15/J2' 0.14STAGGERED OC 3x CUP08'OC EACH SIDE17,elOR 5/e•0012'OC 3z1151 1540 2020 I 77th Avenue NE 12)PLACE HALF OF THE REQUIRED NAILS AT EACH END OF STRAP. BOTH SIDES STAGGERED EACH SIDE (2 0�®SDSI/4 TOC 4x5 Arlington, WA 131 WEYERHAEUSER PRODUCTS CONTACT ENGINEER-OF-RECORD IF A DIFFERENT MANUFACTURE NOTES: S USED. 111 INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY, I701 ANCHOR BOLTSSHALL BE PROVIDED WITH HOT-GIPPED GALVANIZED STEEL PLATE 141 SCHEDULE NOT FOR USE WITH RESIDENTIAL IJOISTS. WASHERS 0228'4'7 MINIMUM.THE HOLE IN THE PLATE WASHER MAY Be DIAGONALLY 121 WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL PANEL EDGE JOINTS ON 2x SLOTTED Ian 6xi 3W PROVIDED A STANDARD CUTWASHE R IS PLACED BETWEEN THE PLATE HORIZONTAL STRAP FASTNER SCHEDULE FRAMING SHALL BE STAGGERED SO THAT 101NTS ON THE OPPOSITE SIDES ARE NOT LOCATED WASHER AND NUT.PLATE WASHER TO EXTEND TO NATHIN 12'OF THE EDGE OF THE SILL PLATE B B 6 ON THE SAME STUD. ON THE SIDE(S)WITH SHEATHING.INCREASE PLATE WASHER SIZE AS REQUIRED.EMBED SCALE:1'=1'-0' ANCHOR BOLTS T MINIMUM INTO THE CONCRETE Thi�dm"an a: 131 BLOCKING IS REQUIRED AT ALL PANEL EDGES I.C4g+npN 201G DYKENIAN.Inc nc 01420 HOLD-DOWN/STRAP SCHEDULE-DOUG-FIR STUDS PRPRESSUREIHOT-DIREAT EDMATE ED IELE CRO-PLAAUSE CCESSI NOT ACCEPTABLE) NAILHE S FASTENERS. 2.For men t1m tlnmt onh,Owfcmonal ct's 141 PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS PROVIDE HOT-DIPPED GALVANIZED IELECTRO.PLAT(I:G IS NOT ACCEPTABLE)NAILS AND For mean this project anh�.Oblam Arclumn's 11,2,7,111~-INDICATES FOOTNOTES INDICATED ON THE PLANS ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR CONNECTOR PLATES(FRAMING ANGLES,ETC)FOR ALL CONNECTORS IN CONTACT WITH rrnlien pen01ss1011 for MW other me or reproduction ANCHOR ( k4YS OR NOTE:DESIGNATED ON PLANS.WALLS DESIGNATED AS HOLD-DOWN N SHEAR WAALLS REQUIRPLANS. BREATHING, GENERAL NOTES TREATED FRAMING MEMBERS.ADDITIONAL INFORMATION PER STRUCTURAL lSSUM: NUMBER OF CONCRETE EMSEDMENTICAPACITY SHEAR WALL NAILING,ETC ABOVE AND BELOW ALL OPENINGS). NAILS,SCREWS STEMW/LLLL6J FOOTING NOTES TYPE STUDS/POST DIAMETER NOTES' 1121 WHERE WOOD SHEATHING IWI IS APPLIED OVER GYPSUM SHEATHING(GI,CONTACT THE MARK GATE DESCRIPTION OR BOLTS 15)SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS EDGE NAILING MAY ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS [3,12 1101 EMBED CAPACITY EMBED CAPACITY 111 SOME HOLD-DOWN TYPES MAY NOT BE USED ON THIS PROJECT- 1 O6n4l20/6 SLOG P£RMR SUB/dITTAL CIP 16,141 CIP I61 ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS ADDITIONAL 2 Ot/25/J017 ASI34 INFORMATION PER HOLD-DOWN DETAILS 1131 AT ADJOINING PANEL EDGES,(2)2xSTUDS NAILED TOGETHER MAY 8E USED Ri PLACE OF TUDS I 00 HDU2 (2)2x (6)SDSI/4x212 5/8'0 10, 3.1k 0' 3.1k _�_ REINF121 ORCEMECAL NT TREQUI REQUIRED ATDETAI TEMWA PER 53.1 AND 12/53.1,ANCHOR SINGLE 3xSTUD.DOUBLE NAILS O85HIALLBE SPACING ANDDIED METER AS THE LATE NAILING, REINFORCEMENT REQUIRED AT STEMWALLS. 161 INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS ATTACH SHEATHING TO TOGETHER WITH ff LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, 0 -� INTERMEDIATE FRAMING WITH 0.148'0x212'NAILS AT 12'OC WHERE STUDS ARE SPACED AT PER SECTION 3 HDU4 (2)2x (10)SDSI/4x2 112 5/8'0 10' 4,6k 8' 4,6k (31 PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT IVOC AND 0.148'Ox21/2'NAILS AT 6'OC WHERE STUDS ARE SPACED AT 24'OC. 0 HOLD-DOWN STUDS/POSTS. 1141 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT I ~ HDU5 (2)2x (14)SDS1/4x2 1/2 5/8-0 10, 5.21, 8' 5.61, ---- (7)BASED ON 0.131'Oxl 1/2'NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING, ALTERNATIVES TOCAST-IN-PLACE ANCHOR BOLTS.SPECIAL INSPECTION MAY BE REQUIRED. LU (41 BASED ON MINIMUM f'c=3000 PSI CONCRETE USE 0.131'0x2 1/2'NAILS WHERE INSTALLED OVER SHEATHING. U IS)STEMWALLS SHALL BE e'WIDE x 1 HDU8 (3)2x (20)SDS1/4x21/2 718'0 10, 69k 10' 7.9k ---- 10 TALL MINIMUM. 1151 NAIL STUDS TO 3x SILL PLATES WITH EITHER l2)0.148'0x4'END NAILS OR I I61 FRAMING CLIPS:A35 OR LTP5 OR APPROVED EQUIVALENT. (410.131'Ox21/2'TOENAILS PROJECT NUMBER 116011.W75 z (1)4x6 OR __- Q HDUI1 (1)6x 130)SD51/4x2 1/2 1'0 10' 7.Bk 12' 9,5k - Ifil CAST-INLPLACE ICIPI TYPE THREADED RODS AT HOLD-DOWNS 191 WHERE BOTTOM PLATE ATTACHMENT SPECIFIES 121 ROWS OF NAILS OR SCREWS. 116] WX WHERE W INDICATES WOOD SHEATHING AND 7C INDICATES EDGE NAIL SPACING, PROJECT APPROVED BY I SHALL HAVE TWO HEX HEAD NUTS WITH OVERSIZED WASHERS PROVIDE DOUBLE JOIST,RIM JOIST OR EQUAL BELOW.STAGGER NAILS/SCREWS IN ROWS 1 PROJECT DIRECTOR. I Doug S.. HDU14 (1)6x (36)SDS7/4x21/2 1.0 10, 7.8k 15' 1-1, ---- 1/2'APART MINIMUM. 1171 EDGE NAILS SHALL BE LOCATED 3/9'FROM PANEL EDGES PROJECT MANACdR 10°u]Hohvf 171 INCLUDES 1,6 LOAD DURATION INCREASE FOR WOOD. CF{C•CLPD BY I LOB CAPTAIT:: I Ntmlin BatWle HD12 (1)6x6 (4)1'0 1 1/8'0 10, B 6k 15' 15.51 --� 181 BASED ON 11 7/3'DEEP FLOOR JOIST. HD19 (1)6x6 (5)1'S 1 1/4'0 10, 9.5k 19' 19k --« 191 TOTAL NAILS SPECIFIED,USE HALF THE NAILS AT THE STUDS ADJOINING PANEL EDGE DRAWING TITLE: ABOVE AND BELOW LEVEL BEING CONNECTED. PANEL EDGE NAILING,TYP CS1G (1)2x (20)0.148'OxT NAILS ---- ---- ---- ---- 1.7k 191 1101 AT PRESSURE TREATED SILLS,USE HOT DIPPED GALVANIZED /F O r__ ____ 2.5k 191 BOLTS. CS14 (2)2x (2610,148'Oz3'NAILS STRUCTURAL WOOD A A 3 ---- ---- -M_ --- 111)POST INSTALLED HOLD-DOWN OPTIONS MAYBE AVAILABLEAT MST48 (2)2x (32)0.162'0x31/2'NAILS 3.9k 10.9I SOME CONDITIONS.CONTACT ENGINEER OF RECORD PRIOR TO SHEAR WALL DETAILS 0 CONSTRUCTION 00 MST60 (2)2x (46)0.162'0x31/2'NAILS ---- ---- ---- ---- fi.2Y. I6.91 1121 NAIL LAMINATE MULTIPLE 2.STUDS WITH PLATE NAILING PER NAILING 70 MATCH Q 6.5k 191 SHEAR WALL SCHEDULE. PLATE NAILING ?r CMST14 1212x (66)D,148'Ox3'NAILS --- ---- ---- ---- 131 M I1wd I R'�R�.11 (2)2x STUDS DRAWING NUMBER CMST12 (2)2z (86)0.148'0.3'NAILS ---- ---- ---- ---- 9.22k 191 WALL END SECT) 1141 STUD WALLS SHALL BE 2z6,CENTER HOLD-DOWN IN STUD C WALL. �„J 4.0 9 HOLD-DOWN/STRAP SCHEDULE-DOUG-FIR STUDS 5 SHEAR WALL SCHEDULE-DOUG-FIR LARCH SCALE:1'=1'-0' (01420) SCALE:1'=1'-0' 101430A) I s' I 1 2 1 er ,:: :i_BEIIJ.WIDTH+1/6' 2 , r r r r , STUD WALL PER PLAN I I WHEREOCCURS SIDE PL 2x10 LEDGER W/(2)ROWS 06WHRAGM EDGE NAILING PER PLAN Top ERG PL 1161 310.148'0x3 1/4'NAILS®24'OC WHERE OCCURS TOTAL)TO TOP CHORD OF ROOF SHTHG PER PLAN TO(TXO l� , r , I • BOT PLATE lY • 1 � � r � � � � � YKEMAN r � , , i , , � r TRUSS PERPL1NFULL, — DEPTH-4—COL WIDTH,MIN rvi �rr� r BLKG TO MATCH STUDS m r, SECTION ------------------ 1 ABOVE ERE CCU S OFFING PER ARCH uu uu r rTO POST&SPLICE -� I' / •r r FDN WHERE OCCURS SPLICE WHERE OCCURS TfS1LTl/G - TODMA CHDI51 y Tr PER 2.6 TOP CHORD MIN AT PREFAB TRUSS STUDS ABOVE BLKG PER PLAN bN4>ilfJul Jw�2 url ^r.drlm nn na E STUD WALL I716 N'eN Harlot l7e+v OHra- 0•.+ar.WA 1N1`DI-_vur JOIST PER PLAN PER PLAN FRMG PER PLAN DEL TOP PLATE,SPLICE rO 1 1Q' HGR PER PLAN r PER 2/S4.0 \W TYp W O.148'Ox1 1/2'NAILS CONSULTANT: C a I i BOTPLATE STUD WALL PER PLAN — r r p10.131'0x31/4'NAILS — a JOIST HGR PER PLAN,TYP HDR PER PLAN TYP EA END 17 �' BUNDLED TRIMMER STUDS _ BL)L EAM PER PLAN 111DICATEOAS THUS:O2 En G i n E A S® SILL AT WINDOWS ON PLAN 1111 MIN,TYPI 818 STEWART ST.SUITE 1000 BEAM PER PLAN,7YP i7� BAD PL12 SEATTLE,WASHINGTON 98101 KIND STUDS PER PLAN PHONE:1206)332-1900.FAX:(206)332-1600 - SIDE PLIA EA SIDE W/ IUI MNI (4)3/4'0 A307 BOLTS WEB3RE:www,tici-englneerscam CIVIL/STRVCTV RAL _ STUD WALL&SHTHG PER PLAN TRIMMER&KING 8raar,;em 9 ppmna Cwnewmlrc Nl nigMS Prsenatl P1/4x3x0'-71/2'EA SIDE NOTE: STUDS CONT TYP 116 l W/(213/4'0 A307 BOLTS GABLE END TRUSS REQUIREMENTS PER B(54.2. TO BOT PLATE _—:.1�•ono o�e.� REGISTRATION STAMPS: TYPICAL BEAM SADDLE AT INTERIOR -WOOD POST TYPICAL JOIST TO BEAM CONNECTION ROOF FRAMING AT EXTERIOR STAIR TYPICAL HEADER 3 c 4 SCALE:r=r-0• as21 s1 p` E• BF.q 1 2 SCALE:V=V-a' (06204) SCALE I'-I'a OT ASy7 7 C SCALE:1'=1'-0' (06200BI STRAP PER PLAN EDGE NAILING FULL SHEAR WALL SHTHG HEIGHT OF STUD I SHEAR WALL SHTHG i WHERE APPLIES,IYP 1 WHERE APPLIES,T STUD WALL CONT ADD,STUD AT STRAP WHERE PLATE ATTACHMENT PER W 1 Yt3f PER PLAN (2)ROWS OF NAILING REDD DIAPHRAGM EDGE 17s',= SCHED NAILING PER PLAIT 1 DIAPHRAGM EDGE EDGE NAILING NAILING PER PLAN 1 -- TOPPING PER ARCH r AT SHEAR WALL BELOW PLATE ATTACHMENT PER PROJECT IDENTIFICATION: PER PLAN TOPPING PER ARCH 1 SHEAR WALL SCHED r 1212x4 TOP PLATE,LINO ------- 'u 1 __- �T-+P—IJ.TE 7ALATEA (210.131'0x31/4'Np1L5 r �ADDL JOIST REOD BELOW WALL r r' PERPEB PIAK+�HC 2x CRIPPLE STUDS TO - pg'p P,lNA1t1CH� i r ADDL NAILING&BLKG flEOD FOR EDGE NAILING MATCH Ty STUDS PER '� - _ __ --. _ ____ rt5„ry,G ---- ------ --� (2)ROWS OF PLATE NAILING PER Park 77 PER FLAX PLAN WHERE HDR IS NOT 7T SHEAR WALL SCHED STAGG 0.14B'Ox3 112'NAILS PER TIGHT TO PLATE I+ PERPJYf ,; SHEAR WALL SCHED(PLATE ATTACHMENT) 1 r 121 ROWS OF 0.I't x31/4' NAILS 012'OC,ALT NAILING QI0.131'0x31/4'wus 2.RIM JOIST PER PLAN FOR STUD WALL& FROM EACH SIDE r' SHTHG PER PLAN r 1/2'SHTHG SPACER ADDL NAILING&BLKG REOD FOR JOIST PER PLAN r RIM JOIST CONN PER WD Arlington JOIST PER PLAN r (2)ROWS OF PLATE NAILING PER SHEAR WALL r SHEAR WALL SCHED SHEAR WALL SCHED SHTHG WHERE Investments L.L.C. (2)2x HDR OR BEAM r I r SIZE PER PLAN SOLID BLKG®4B•OC r RIM JOIST CONN PER r APPLIES W/121 0.131'0x3 1/4' --------• I 2z BLKG®4B'OC W/ �1 AT I SHEAR WALL SCHED 2020� 77th Avenue NE WITH OR WITHOUT STRAP TIE TOENAILS TO TOP I TJ)0OPPLx31/4'TOENAILS I ?a BLKG W/PLATE � TO TOP PLATE T AT 2X4 WRLL& STUD WALL&SHTHG ATTACHMENT PER i f �PERPLAN SHEARWALLSCHED: STUDWAu&SHTHG Arlington, WA EDGE NAILING BUNDLED STUDS OR r PER PLAN PER PLAN POST PER PLAN 1 A, STUD WALL CONT HD PER PLAN PER PLAN B _o ___ NOTE: ALTERNATE RIM JOIST B u- Q12x6TOPPLATE,VtfO ALTERNATE RIM JOIST CONNECTION DETAIL CONNECTIONDETAIL- 1.CI"Ado is: - FOR SINGLE ROW OF PLATE LCop)tiyln 201GDYF EAIAN Inc. _u____--- ilPlA� rIP1A7EA BE USED AT WALLS WITH III ROW OF PLATE NAILING 2.lic Ardutcd's Lntnmrra of Profcssioral Servicc ffl/�;TIGHTTO r yoCR1PPLE STUDS TO _ PER p•,yxYAµCH� NAILING/BLOCKING ONLY ;For uu otluspmxclonk Obum A1611.1t's EDGE NAILING MATCH TYP STUDS PER wtnlcn wm wonfur mn adwrn wroproductiolt PER PLAN PLAN WHERE HDR IS NOT INTERIOR WALL PARALLEL TO FLOOR JOISTS 8 EXTERIOR WALL PARALLEL TO FLOOR JOISTS PLATE 7 STAGG 0.148'0x312'NAILS PER SCALE:1'=1'-0' 1060301 SCALE. 1'=1'-0' 1060101 ISSUED: SHEAR WALL SCHED(PLATE ATTACHMENT) _ QYROWS OF 0,146'0x3 114' NAILS 012'OC,ALT NAILING MARK DATE DESCRIPTION t O6ft4/1016 B,DO PERMIT SUBMITTAL STUD WALL& FROM EACH SIDE SHTHG PER PiAN SHEAR WALL SHTHG 2 OtlM20t7 ASI iQ 1/2'SHTHG SPACER SHEAR WALL SHTHG r WHERE APPLIES,T4P ' PLATE ATTACHMENT PER r WHERE APPLIES.TT'P� Ql 2x HDR OR BEAM r SHEAR WALL SCHED r SIZE PER PLAN ADDL NAILING&BLKG REOD FOR 121 ROWS OF PLATE NAILING � DIAPHRAGM EDGE NAILING � HpU HOLD-DOWN PER SHEAR WALLSOiED AT SHEAR WALL BELOW PLATE ATTACHMENT PER PER PLAN TOPPING PER ARCH I SHEAR WALL SCHED 7 QIh XEAOIE BEAN TOPPING PER ARCH � g ��-- • SOLID BLKG PER ' I r r ADO)NAILING&BLKG REQD FOR SHEAR WALL SCHED OSHTHG --__ __ ---� 12)ROWS OF PLATE NAILING PER PROJECT NUMBFR 11601t-007E EDGE NAILING ADIIlID �� SHEAR WALL SCHED APPROVED BY I PER PLAN '14101% pER r PROJECT DIRECTOR I M'�N sum BUNDLED STUDS OR I 2x TRIMMER STUD POST PER PLAN (2)2x6 TOP PLATE,UNO A7 CORNER ADO NOT fPIA-A �1 2a RIM JOIST PER PLAN PROCEED MANAGER 1 DouP Holrx .�� 7 7E r i CHECKED D1' I C'SINK BOLTS)-__-_-- ND PER PLAN py p jr MATCH STUDS TO PERr fOB CAPTAIN. 1 Natn�n 8auae MATCH 7YP STUDS PER x PLAN WHERE HDR IS NOT 1 i r =-:;- --- - TIGHT TO PLATE JOIST PER ' JOIST PER PLAN r SHEAR JOIST WALL SC PER DRAWING TITLE: -_It ; , RIM JOIST CONN PER r SHEAR WALL SCHED u� (31 ROWS OF 0.148'Ox3114' SHEAR WALL SCHED 01-------- - - NAILS 012'OC,ALT NAILING IF JOIST IS NOT CONT,LAP r r r STUD WALL CONT FROM EACH SIDE 3 iMI 3&ON�'TOGGEETH R W/ r -- A LS YST UDWALL&SHTHG 2x BUKG ATTgCHME/PLATE MP R STRUCTURAL WOOD PER PLAN12'SHTHG SPACER,TYP PER PLANEDGE NAILING STAGG 0,143'0x312'NAILS PER SHEAR WALLSCHED STUD WALL&SHTHG FRAMING DETAILS PER aMN SHEAR WALL SCHED(PLATE ATTACHMENT) (3)2x HDR OR BEAM r rSIZE PER PLAN PER PLAN STUD WALL&SHTHG PER PLA Ar Ol 7x HEADER OR RiA1.1 NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 1060111 ALTERNATE RIM JOIST CONNECTION DETAIL-JL DRAWING NUMBER: MAY BE USED AT WALLS WITH(1)ROW OF PLATE NAILING FOR SINGLE ROW OF PLATE HD HOLD-DOWNS 2x6 WALLS �IAILING/BLOCKING ONLY ter=„ rLur INTERIOR EXTERIOR • 1 PLAN-INTERSECTING SHEAR WALLS TYPICAL BUILT-UP 2x HEADER OR BEAM 11 WALL PERPENDICULAR TO FLOOR JOISTS 12 WALL PERPENDICULAR TO FLOOR JOISTS 1 9 SCALE V=1'-0• (06110) 1 SCALE:1- =1'-0' (06212) SCALE:V=1'-0' IOE SCALE:1'=1'-0' (a6011) 1 2 I 2 FASCIA PER PLAN DIAPHRAGM EDGE z DIAPHRAGM EDGE NAILING NAILING PER PLAN '� PER PLAN 0� 1� 0 ROOF TRUSS& m c 4'-0' , OVERHANG PER ARCH I a'b• C�1 SHTHG PER PLAN 12'-0'MAXI SHTHG PER PLAN DYKEM AN 2.OUTRIGGER PER PLAN AT EA HRAGM PER ARCH DIAP DIAPHRAGM EDGE NAILING K RAFTER W/(2)ROWS EDGE NAILING PER PLAN PPEFA3 ROOF TRUSS 0.131'OxTNAILS 08'OC STAGG PER PLAN &SHTHG PER-,AN TAHTHG pc a SOLID 2x BLKG W/VENT HOLES PER ARCH 12'0 MAXI PER PW7 OVERHANG PER ARCH • ' � reL 4'15.2593161 e f 42526Y.5242 iu vuxdYkc^'an 1 12'-0'MAXI , Mr PROVIDE VENT HOLES IN FASCIA PER ARCH RAFTER PER PLAK ; 17lswest Murine New Drive Evcrell,WA 90201-209fl BLKG PANEL PER ARCH 1. , 8x8 LEDGER W/ RAFTER AND SHTHG PER PLAN SOLID 2x BLKG W/VENT OUTRIGGER PER PLAN ' 1314148'TO Al BLKG PANEL PER TRUSS MFR �/ HOLES BTWN RAFTERS AT EA RAFTER W/ NAJLS GABLE DEA PER ARCH(2'0 MAXI A ROWS 0.131'0x3' ' CONSULTANT: 0 148'0x3 1/4'NAILS V_=310 PLF PER NOTE 1 2x VERT COMPESSION BLKG NAILS 0 TOC STAGG ; TRUSS VERT EDC1 0 6'OC W/(2)0.131.0x3-NAILS TO PLATE ATTACHMENT PER BEVEL PLATE RAFTER(TRIM FOR FIRM BRGI SHEARWALL SCHED W VERT COMPRESSION BLOCK W/121 0.131'0x3'NAILS TO RAFTER(TRIM FOR FIRM BRGI GABS£END TRUSS STUD WALL&SHTHG FASCIA PER ARCH STUD WALL ///�� PER PLAN &SHTHG / PER PLAN PLATE ATTACHMENT PER (STUD WALL AT SIM) E n G I n E E R So PER PLAN / SHEAR WALLSOMED OVERHANG PER ARCn 818 STEWART ST.SUITE 1000 H2.5 ANCHOR EA TRUSS o' SEATTLE,WASHINGTON 98101 PHONE:(206)332-1900.FAX:(206)332-1600 0.220'Ox5'SDWS SCREW NOTE' STUD WALL&SHTHG WEBSITE:—dci-sngi—s- NOTE:016'OC CONNECT EACH TRUSS TO TOP PLATES NOTE: PER PLAN CIVIL/STRV CTV RAL ®C f,m i POmelo Lamersero lrt P➢R,gks ReserveE TRUSS MANUFACTURER SHALL PROVIDE WITH H2.5(NOT SHOWN FOR CLARITY) CONNECT EACH TRUSS TO TOP PLATES NOTE: MD WALL&SHTHG BLOCKING PANEL CAPABLE OF TRANSFERING WITH H25(N0T SHOWN FOR CLARITY). PER PLAN,TYP THE SPECIFIED ALLOWABLE SEISMIC LOAD ADDITIONALINFORMATION PER 3/S42. WHERE OCCURS ABOVE A SHEAR WALL BLOCKING PANEL EXTERIOR WALL PERPENDICULAR EXTERIOR WALL REGISTRATION STARS: TYPICAL PARALLEL CHORD TRUSS AT UP SLOPE 2 TO FLAT RAFTER PERPENDICULAR TO RAFTER WITH OUTRIGGER ROOF TRUSSES AT SLOPE CHANGE e C 1••0• SCALE:1'=V-0' SCALE:V=V-I' $ 4 SCALE:1'=1'4r ; F C CL TRUSS CI L TRUSS � CA rr DIAPHRAGM EDGE NAILING / PER PLAN J PERARCH PER PLAN CS22 x 48'STRAP W/ U'4'MI,'JI Il'•G SHTHG PER PLAN 0.131-0x21/2-NAILS A 3-OC :Yrs9 DIAPHRAGM EDGE NAILING DIAPHRAGM „„. A34 CLIP W/ PER PLAN EDGE NAILING (e)4131'0x1 112' TRUSS MFR SHALL DESIGN �tlSfTHG ^' 1� A34 EA TRUSS TO BEAM-- ROOF TRUSS PER PLAN NAILS TYP EA END TRUSS FOR SHEAR TRANSFER PER PLAN 1 �' LOAD AS REOD PER PLAN ____ I ' PROJECT IDENTIFICATION: SHTHG PER PLAN -TJ-SHTHG JOIST PER PLAN tbHaNG , PER R PLAt'. 2x BLKG AT BMCE OUTRIGGER PER PLAN T -L- &TRUSS BAY W/(210.13P0x31/4- Park 77 ADJACENT TO NAILS TO TRUSS BRACE W/(2) TWN 0.131-0.2 VT NAILS ; 2x BLKG ERRS OUTRIGGERS W/ TO TRUSS,EA END ' � FOR PLATE 4131'0x31/4'NAILS ATTACHMENT PER 0 B'OC TO TRUSS 2x4 BRACE SHEAR WALL SCHED ' ' HGRPERPLANW/0,148'0x11/2'NAILS 0fi'd'OC 46'OC2.5 BRACEO ; WD Arlington 48'OC W/WI FOR BRACES OVER 6'-0' ' 2x10 LEDGER W/121 ROWS 131 0.148'0x3 1/4'NAILS 0.131'0x3 1/4'NAILS LONG,ADD 2x4 FLAT p m p BRACE W/0.131'0x31F' InVGStIIIGntS, L.L.C. Ilfil TOTAL)INTO EA GABLE END TRUSS VERT PREFAB TRUSSES NAILS 0 60C PREFAB WOOD j AT ; PER PLAN,TYP TRUSSES PER 10 MIN I , �1 .1 GABLEENDTRUSS PER PLAN STUD WALL&SHTHG P7AfJ.yp 12 MAX ; 1X131'0x31/4'TOENAILS 20001 77th Avenue NE PER PLAN 12 aTOC,TRUSS TO Arlington, WA TOP PLATE BEAM PER PLAN GABLE END TRUSS W/VERTS 024' TRNOss MANUFACTURER 70 PROVIDE MAX,TRUSS FABRICATOR TO DESIGN WOE NAILING FOR HORIZ WIND LOAD PER STRUCT PER MODIFIED BEARING SEAT TO BEAR NOTE; - ON BEAM.ALTERNATIVELY,TRUSSES GENERAL NOTES,DESIGN TOP CHORD L; STUD WALL&SHTHG MAY BE ATTACHED TO BEAM WITH IF NO SHEAR TRANSFER LOAD IS INDICATED ON PLAN,TRUSS MANUFACTURER OF GAGE END TRUSSES FOR NOTCHES GBC)GABLE BRACE B PELR PLAN,TYP LUS28 FACE MOUNT HANGERS. SHALL PROVIDE TRUSS WITH VERTICALS 024'OC MAXIMUM WITH SHEATHING AT OUtWGGER CONNECTOR) This dr41ti16 is: AND NAILING TO MATCH SHEAR WALL WHERE INDICATED BELOW.COORDINATE STUD WALL&SHTHG 1.Cepyn&2016 DYKF,\LAN.Ile NNE VENTING REQUIREMENTS WITH ARCHITECT AND STRUCTURAL ENGINEER. PER PLAN,TYP 2.T14 AKhtcd's O-Mn 9oTfthl sional S-1- GABLE END TRUSS INFORMATION PER LVS4.2 3 For use on Oils pmjccl oNy l')61a1n Arc uteri s ROOF TRUSSES AT SLOPE CHANGE TYPICAL ROOF TRUSS TO BEAM 7 INTERIOR WALL PARALLEL TO ROOF TRUSSES $ ALE: 1'=V- EXTERIOR WALL PARALLEL TO ROOF TRUSSES "ucnpe"ussionformwothefweorrepmducliotL 5 .•� AX 7• 6 SCALE:1 1/2'=V-0' SCALE:1'=1 b• SC ' (06060) ISSUED: MARK DATE pEBCRWMN SHTHG PER PLAN 09lZ o19 BLDC PERMIT SUBMITTAL 2x6 RIDGE BOARD 2"0 24'OC W/1211,131'0x 3 114' PER ARC, DIAPHRAGM EDGE NAILING PER PLAN 07(262017 A51 M'' PER $Hi/1G PER PLAN \ I TOENAILS AT VALLEY&RIDGE BCA9a I SHE4RPANEL/T NAILSH RDE OF OFT SHEAR PANEL TO 7&B CHORD OF TRUSS OER PLA GM EDGE NAILING [CONT BLKG&STRAP PER PLAN. PER PLAN - 2M POST 048'OC W/ `NAIL SHTHG W/EDGE NAILING] SOLD 2x BLKG W/VENT HOLES _ (3)0.131'Ox3 1/4'NAILS EA END,USE(2)2x4 �\ / PER ARCH 12'0 MAXI •j• _•I' AT POSTS V-0'&1BGHER } 2x BLKG PARALLEL u =Aga PROJECT NUMBtli 116011-0075 TO ROOF DIAPHRAGM EDGE HANG s APPROVED BY 4I I H1 ANCHOR AT EA TRUSS w PROJECT DIRECTOR 19,n N St. 2x4 WI VTCR CLIP A7 EA MAIN ROOF SHTHG PER PLAN, ` i PLATE P(tOIECTAUNAGFR ] Doup H4TN6 CONT UNDER OVER-FRAMING ROOF FRMG MEMBER W/12'SO MAX VENT HOLES (3)0.131'0x3 1/4'NAILS,TYP SHEAR ACHMENTPER JOBCHECKEDAPT I BY ] 048'OC MIN SHEAR WALL SCHED JOB CAPTAIN ] Na01on 6aCu0e �✓" PREFAB ROOF PREFAB SHEAR PANEL PER TRUSS MFR _ /.. - PREFAB ROOF FASCIA PER ARCH DRAWING TITLE: n r� _ TRUSSES PER PLAN BTWN TRUSSES W/SHEAR WALL TRUSSES PERPLAN T ST4THG EDGE NAILING TOP,ID BOX&SIDES _ OVERHANG PER AR CH '!� PER PLAN(PROVIDE MAX 12'SO aP:— �. PLATE ATTACHMENT PER VENT AS REOD PER ARCH.LOCATE ` SHEAR WALL SCHED OPNGS TO AVOID NAILING) .4 A MAIN P ROOF Y-AMING CONT FLAT 2x6 AT VALLEY W/ STUD STRUCTURAL WOOD /-STUD WALL&SHTHG PER PLAN &SHTHG 1210.131'Ox31/4'NAILS70 PER PLAN FRAMING DETAILS EA MAIN ROOF FRMG MEMBER 6T.RIDGE AT VALLEY NOTE:CONNECT EACH TRUSS TO TOP PLATES DRAWING NUMBER: AT CONTRACTOR'S OPTION,TRUSSES MAY WITH H251NOT SHOWN FOR CLARITY). BE USED IN LIEU OF 2x FRAMING SHOWN. I` INTERIOR WALL EXTERIOR WALL 9 STANDARD ROOF OVER 1 PERPENDICULAR TO SLOPED ROOF TRUSSES 12 PERPENDICULAR TO ROOF TRUSSES �• SCALE: 1'=1'-0' (06900) SCALE:I'=V-0' (06072) 1'-0' (Ofi0 I 2 l 1/!• BEAM WIDTH WIDTH+1/B' n7 SIDE PL Ty" I/4 =12 3/IG BRG PL DTT2Z W/1/2'Ox5'LAG SCREW DYKEMAN ------�LOL WIDTH,MIN SECTION POV PER PLAN i CL COL (5)0.145'0x3 1/4'END WJ_ \� GUARDRAIL&ATTACHMENT hr,TnG /\ BY OTHERS !Sr'-p TREX DECKING / ri 414z7Y-1161 Ara:1:'v']'lu1T annndN.anaan.r PER ARCH GUARDRAIL&ATTACHMENT 2.BLKG 0 24'OC W/(5) BEAM PER PLAN nl6 N'N A1aHna Vle+r Ortx Enre11.N'A fn71al:bM ip BY OTHERS 0.146'0x3 1/4'TOENAIL TO BEAU 7 1!T BEAM PER PLAN MOIST PARALLEL TO LANDING BEAM POST SPLICE WHERE OCCURS CONSULTANT: SIDE PL1/4 EA SIDE W/ HGR PER Plat` W/BCGO BASE W/A10x1 1/2'SD SCREWS (21 314.0 A307 BOLTS DTT2Z E;W/1/2'Ox5'LAG SCR _EW - D c I A3116W/ BEAM PER PLANBEAM PER PLANPOST PER PLAN E STEWART n EITED00 R Gb HGR PER Pt/�\BRG PLI/2 rr GUARDRAIL&ATTACHMENTBy oTHERs SEATTLE,WASHINGTON 9B101 tx PHONE:(206)332-1900.FA%:(206)332-1fi00 T,PPLl/4x3x0'-71/2'EA SIDE WEBSITE:w dn-engireers.com(2)3/4'0 A307 BOLTS JOIST PER PLAN BEAM PER PLAN CIV ILi sTry�crLJ RaAL ®Mpyiip-^`i VAmalo Cemersam lrc Wl pigMa Peurvetl NOTE' NOTE' M�,^��^.�`T.:..""'"..«r+.•• POST PER PLAN POST CONTINUOUS PAST BEAMS.USE HANGER FOR EACH BEAM. ALLIGN DECK TIE FLUSH WITH BOTTOM OF DECKING. REGISTRATION STAMPS: TYPICAL BEAM SADDLE AT BEAM END-WOOD COLUMN 2 MAIN LANDING LEDGER 3 LANDING FRAMING TO RESIST GUARDRAIL E. G C 1 SCALE: 1'=1'-0' SCALE:1'=1'-0' SCALE:1'=1'4r AO WA Vy(y HV612 HGR 2z1'A I etNM PER P a:1- I TVP AT STAIR STRINGER FASTENER PER PLAN PTB 12 _ STAIR STRINGER, � PROJECT IDENTIFICATION: I ------ TYP -_-_` __ ______ BEAM PER PLAN �- Park 77 W/31/2'BEAflING MIN i ------- THRU BOLT ALTERNATE(WHERE OCCURS) FOR STAIR TREAD -- -- 1 p12x KING STUD EA SIDE CTRWALLABOVEW/ WD Arlington BY OTHERS W!(4)0.14WOx31/4'NAILS TO BEAM BUNDLED BEAM WHERE OCCURS l [2x FULL DEPTH BLKGB48'OC Investments, L.L.C. 012x TRIM STUDS ABOVE&BELOW ; WHERE OCCURS AT PARALELL JOIST AT FLOOR JOIST PER PLAN as r SHTHG PER PLAN 20201 77th Avenue NE Arlington,WA ELEVATIONr_ B 4 O This p.%Ti IrL is: HGR PER PLAN BUNDLED BEAM&FASTENER PER PLAN 1 Copyrialrt201G DYI�MAN.Inc. TYPICAL SE OND FLOOR 2.711cAebtwl'sLssmncmoObtainfP.fsAmmlServim 's S.Forusc on dais prolccl only.Obtain Archucd's FRAMING PARTIAL PLAN AT EXTERIOR STAIR EXTERIOR STAIR MID-LANDING BEAM POCKET BUNDLED BEAM SECTION orillcn percussion far any other use or cproducuou 5 SCALE: 1/4'=1b'y_< 7 SCALE, 1'=V-0' $ SCALE 1'=1'-0' ISSUED: I _ - MARK DATE DESCRIPTION 1 0511412016 M DG PERMIT SUBMITTAL olrA 077 IS1 C2 -- BEAM PER PLAN ----I rill ---` _- _---- HUG612 HGR TYP ROOF JOIST ROOFJOIST ---------- AT STAIR STRINGER PER PLAN PER PLAN PT6x12 STAIR STRINGER, 2r4 LEDGER W"I10.220'0 x AFPROVEUL}1B� i 16011-0076 -_-Y_��- -----_-_-- TYP �3'SDWS SCREWS®24'OC (2)0.220'0x4'SDWS SCREWS PROJECT DIRECTOR 1 M.�1anl Starverx _-----__-- ®16'OC PROJECT MANAGER: I DPuq HOG STAIR TREADS �, CHEFD CKBY. I ----------UU_ _ BY OTHERS 308 CAPTAIN 1 NAMM Bawd, n P113,114 (1)0.220'0 x 4'SDWS SCREWS®16'OC PTBdO1pOC 1110220'0 x3'SDWS SCREWS wlTS0REX DECKI (2)0.220-0x3'SOWSSCREWS (2)16'OCTYPINTO SCREWS 16•oC DRAWING TITLE: PSR ARCH ®1b'OC TYP INTO LEDGER - O Ir Ir -II10.220'Ox3' A NOR PERPLAt SSD1650SSCREW5 HGR PER PLAN �� ` STRUCTURAL WOOD FRAMING DETAILS HUCG612SDS HGR I 3 2 TYP AT EXT POST S4.9 SC 2 I POST PER PLAN FLOOR JOIST PER PLAN FLOOR JOIST PER PLAN TYP AT TYP LANDING AT POST 2x10 LEDGER W/(1)0.220'0 x 5 UP?URNEO BEAM ]!� DRAWING NUMBER: SOWS SCREWS®IV OC TYP PER PLAN 2x10 LEDGER W/(1)Q220'0x5 UPTURNED BEAM'EP,PLAN ,A4. A5 SOWS SCREWS®16'OC TYP TYPICAL THIRD FLOOR S4.3 FRAMING PARTIAL PLAN AT EXTERIOR STAIR TURNED BEAM WITH STORAGE ROOF BEAM (10) SCALE: 1/4'=l'-0' S4n , r=v-0 &_UPTU�RNED =r-0 t 5 CITN OF ARLINGTON 23 S N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:20227 77th Avenue NE,Bldg 1 Parcel#:00829100000103 Permit#:1070 OWNER APPLICANT Valuation:935515.35 Name:WD ARLINGTON INVESTMENT LLC Name: D CONTRACTOR ykeman Architects Name:EXXEL PACIFIC INC Address: 1020 WEST CASINO RD Address:1716 W Marine View Drive City,State Zip:EVERETT,WA 98204 City, State Zip:Everett,WA 98201 Address: Zip:TELEGRAPH ,RD Phone: Phone: 425-259-3161 City,State-734-2 LLINGHAM,WA 98226 MECHANICAL CONTRACTOR Phone:360-734-2872 PLUMBING CONTRACTOR Name: Address: Name: City,State,Zip: Address: Phone: City,State,Zip: : LIC#: EXP: LIC Phone JOB DESCRIPTION EXP: PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 3 CONST.TYPE: `J-B DWELLING UNITS: OCC GROUP: R-2 BUILDINGS: 1 OCC LOAD: ]PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED F3Y THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI IO/IRCI I0. SALEST VgtSn ax relati g to construction and construction materials in the City lin ton must be reported on your sales tax return form and coded City ofO1. Si nat a rint Name L-� -2��'1' / Date Released By Date CONDITIONS See plans for additional requirements. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. Date Description PERMIT FEES 6/29/2017 Building Permit Fee Fee Amount 6/29/2017 Building Plan Review Fee $7,387.23 6/29/2017 Park-Community MF $4,801.70 6/29/2017 State Building Code Surcharge Fee $13,473.00 6/29/2017 State Surcharge per Dwelling $4.50 6/29/2017 Traffic Mitigation $16.00 $11,779.38 Total Due: $37,461.81 Total Payment: $37,461.81 CALL FOR INSPECTIONS Balance Due: $0.00 BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon k Permit Information Date 2/Z �2016 Permit Number 1 070 Project Name Pa rk 77-Master(Bldg 1) Applicant Name C>yk eman Architects Applicant Address 1 7 1 6 V/Marine View Drive City,State, Zip Eve rett WA 98201 Contact 00u9 Hofius Phone 425-�59-3161 Email dough@dykeman.net Permit Type Con rnE'rcial New Site Address 20227 77th Avenue NE,Bldg 1 Valuation 9355.15.35 Status Ready to Issue Permit Issued Permit Expires Square Feet 18251 O Type of Construction/Occupancy Load V-B/R_2 Number of Stories 3 Proposed Use Type E _ Residential Apartments Assigned To Kristin Foster Property Information Parcel#:00829100000103 WD ARLINGTON INVESTMENT LLC Owner Information UNKNOWN UNKNOWN WD ARLINGTON INVESTMENT LLC 1020 WEST CASINO RD Contractors EVER ETT, WA 98204 Contractor Name Primary Contact Phone EXXEL PACIFIC INC 360-734-2872 Email Contractor Type License CONTRACTOR Labor and Industries License# Review EXXELPI073KN Date Type Description /1/2016 Commercial BuildingTar 6 Date 7/8/201g Com feted Date 7/1/2016 Commercial BuildingAssi ned To /1/2016 ommercial Building 812016 htus ristopher Youn In Review 6 Kevin Olander om Cooper In Review Fees In Review Fee description Notes Amount $7,387.2 $4,801.7 322.10.U0.0 $13 473.0 Buildin Permit Fe 345.83.00.0 g t)nits x$1,497.0 $4.5 Buildin Plan Review Fe 345.85.00.0 1 uni 6.0 State Buildin Code Surchar a Fe 5 Park-Communi M 3g6•00.01.0 8 unit_ $1 386.00.01.0 1,779.3 $1$37,461.8i State Surchar a er Dwellin $45.85.00.0 Tota Traffic Miti a tion Note Notes Issued 1-5-2017 Date 10,11,12,13,14,15,16.17(Community) Phase I;buildings 5,9, 5 to be paid for with phase 1.KF 1,765.00 State 1/512017 fee and added to Bldg plan Review Foe-I 1211312016 Deleted photocApY g54.00 Traffic-71 PMPHT @ s Building Permit Fe$1 497 00 per uunn=$272, Total Fees for 17 BuildinPa Fee 182 units @ 121812016 Surcharge-Community $3,355.00=238.205.00 111912016 Need updated park mitigation fees. plumbing permit and plan review fees are included. 1119/2016 Mechanical and p Ian review room. 7/1/2016 Plans are available for view in the CED p upload File U loaded B X Uploaded Files File Peterson.Launa X Date phase 12 Oa 20 6. df Young.Chris 11512017 4:32:46 PM Project Areas b Young,Chris 8/1012016 12:16.38 PM Architectural-Cit Comments- me es Narr f Foster,Kristin X 8/1012016 12:16:19 PM Build Pe f Foster,Kristin X 71112016 4:1450 PM 1070 Park 77 Structural Calcs Part1• Foster,Kristin 1070 Park Sti 'al Calcs Part4. f K 71112016 a:14:50 PM Structural CaIcs Pa 3. Foster,Kristin 7/117.016 4:14:49 PM 1070 Park i Foster,Kristin 7/1/2016 4:14:49 PM 1070 P uctural nu 1 Part2 adf Foster,Kristin X 7/U2016 a.1 a:26 PM 1070 Park 77 Pro ect Manual 2 Part1 Foster,Kristin K 711/2016 4:14:26 PM 1070 Park 77 Pr "ect Manual 2 Part3.o0f Foster,Kristin K df X 71112016 4:14:26 PM 1070 Park 71 Pro ect Manual 2 Part2 df Foster,Kristin 1070 Park 77 Proiect Manual -p- 7/112016 4:14:16 PM Manual 1 Part3. df Foster,Kristin X 711/2016 4:14:16 PM 1070 Park 77 Proect Foster.Kristin 7/1f2016 4:14:16 PM 1070 Park 77 ProManual df 1 Pa rt2,� 7/112016 1:19:54 PM 1070 Park 77 A Itcalion. t� 4-1 06 N cV M � y ! n bD+O•J O N� eq cq m O O -tm r-,4 d] dq 4 D\ rl O� r-iW NN L � O N Od � � c c N O N 1ndN,0 � NdO\ NOO� \ndNDN " N d 06 N .4 d d 00 eL � OrNOC-I 0C�NpT1 N 00 eV d� N N 4 'M r--I r-4 r-I r q r-i ri r-4 r-I r-4 ER eh r-4 r-4 rti " " r I r-+ M en U)- E13 ER E!3 ER H? Ef} d4 d4 {f3 Ef3 f!? Ef} ER f!3 Efl b? N3 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD CDO O CD O �crj� c'7 d+ nl M . . . r-i cV c7 cV cr) d� C� l� I'D lf) N %D 1.0 I'D m 00 L� to l� 'D D� C d� O, ON m �O d� a1 D� d� �M a\ [� S4 cri t- m K m m t, t, t, 06 cf� co m t, cf ey i-i " r-1 r 4 r-4 N r-1 T-I r1 rti Ef9 ee] ry N " rti `4 rti r-I ri L� V m EO3 Ei3 ER V)- UR Ef} H3 ER E.3 ri K3 fA E!4 fq EFJ H4 H3 ri N fA fft E!3 00 " 00 I'll N 00 It 00 N 00 N o0 00 N 00 O d Cl) oo cn oo r-4 m m m o0 �M a� cn rl cn t� Cl), , t- o 0 ri W a; u') If) r-i 6 16 lC a\ r-q a\ ir) m D\ Lr) C ee) w a+ n n n n CD C� n n N r-i lfj r-i lfj O r-r lfj llj ll) M 00 r-1 O r1 L6 r-i r-1 L6 e 00 r-a r-a r-I ri N r1 r-i r-� Ef} en H r-♦ N r-r r1 rti ri r-4 a% M C &9 E!? K3 HT Eh VT K3 H? H3 ri &? H3 H} Ef3 Ef} ER H} H1 iH� Hi ram+ rN r�-� O\ H H H cy] O d1 O� d1 N 00 O E� FC en N to N io 110 N to to to M N �D N to N N to N PO N �D rr yo O N 00 c+] c+] c+] m ch cri th cn cri M c�] �D th cn m ch to N N r-4 ri Ln cFi to d O O O to m co M O n Lo 0 0 � 0 0 - L Lq � N d L d� L L� f7 d� d� d� L� c� l� d l� �M L� l� r-i `••� r-z L r-.i r-4 r-i r-4 00 O r-i .-+ ~ r1 r-a �j N r r D� r 1 r r-4m r-4l D� r�-I D� r-i � D� l� � r-4a r-4 N sw v to Xi O r- N md� tr) O Xi Y rr of (� PC RW Lo a, ri ca rr ry .-� — � U N oo Rr r I Permit Information Date 7/1/2016 Permit Number 1070 Project Name Park 77 Applicant Name Dykeman Architects Applicant Address 1716 W Marine View Drive City,State,Zip Everett,WA 98201 Contact Doug Hofius Phone 425-259-3161 Email dough@dykeman.net Permit Type Commercial New Site Address 20201 77th Avenue NE Valuation 1B793 505.00 Status Applied Permit Issued Permit Expires Square Feet 182510 Type of Construction/Occupancy Load V-B/R-2 Number of Stories 3 Proposed Use Residential Apartments Assigned To Kristin Foster Property Information Owner Information Parcel#:00829100000103 WD ARLINGTON INVESTMENT LLC WD ARLINGTON INVESTMENT LLC 1020 WEST CASINO RD UNKNOWN UNKNOWN EVERETT,WA 98204 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# EXXEL PACIFIC INC 360-734-2872 1 1CONTRACTOR 1-abor and Industries IIEXXELP1073KN Review Date Type Descri tion I Target Date Completed Date Assigned To I Status 7/1/2016 Commercial Building 7/8/2016 Chris Young 111n Review 7/1/2016 Commercial Building 7/8/2016 1 Kevin Olander 111n Review 7/1/2016 Commercial Building 7/8/2016 Tom Cooper 11in Review Notes Date Note L 7/1/2016 Plans are available for view in the CED plan review room. Uploaded Files i Upload File:71 Date File 7/1/2016 1 19:54 PM L1070 Park 77 Application pdf [City of Arlington Washington] C(w-QTercial Application Packet Page 1 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 The following minimum Information Is required for your Commercial/Multi-Family Building Permit Application.Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. 0 One(1)City of Arlington Comm erciaVMulti-Family Permit Application (One permit application per building or structure is required) ® One(1) City of Arlington Comm erciaVMulti-Family Submittal Requirements Form ® Three(3)Architectural Drawings ® Three(3) Structural Drawings ® Three(2)Structural Calculations m One(1) Project Specification Manuals(if applicable) ® One(1) NREC Code Compliance Forms ® One(1) Special Inspection Requirements Forms One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER INCOMPLETE SETS An Intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by emall to ced@arlingtonwa.aov. 1 acknowledge that all Items designated above are included as part of this application. Page 1 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] r"ommercial Application Packet Page 2 of 10 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington a 18204 59th Ave NE• Arlington,WA 98223 a Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. i.Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2012 International Building Code(IBC) 2.2012 International Residential Code(IRC) 3. 2012 International Mechanical Code(IMC) 4. 2012 International Fuel Gas Code(IFGC) 5.2012 International Fire Code(IFC) 6.2012 Uniform Plumbing Code(UPC) 7. 2012 International Property Maintenance Code(IPMC) 8. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1.WAG 51-50 Washington State Building Code 2.WAG 51-51 Washington State Residential Code 3.WAG 51-52 Washington State Mechanical Code 4.WAG 51-54 Washington State Fire Code 5.WAG 51-56&51-57 Washington State Plumbing Code and Standards 6.WAG 51-11 Washington State Energy Code 7. WAG 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit three(3)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24",or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled.Plans are required to be clearly legible, with scaled dimensions,in indelible ink,blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. Page 2 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Co7ercial Application Packet Page 3 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ® SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed V=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building comers(or two identifiable locations for irregular plan shapes). 5. Show building set backs,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ® Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ® Floor Plan a) Plan view 118°minimum scale.Details a minimum %-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows,etc. Page 3 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Oommercial Application Packet Page 4 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ® Reflected Gelling Plan a) Plan view 118"minimum scale.Details a minimum Y.-inch scale b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall,beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 6. ® Storage Racks(If applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ® SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1.Two completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS).Contact the Arlington Page 4 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Co7ercial Application Packet Page 5 of 10 r COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 The building permit does not include any mechanical,electrical,plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical,electrical,plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine H your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to perrnitcenterpci.ariinpton.wa.us. Application by courier or mall will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Page 5 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washingtonl 17ommercial Application Packet Page 6 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 591h Ave NE• Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project. Park 77 Valuation: 18,932,505 Project Address: 20201 77th Avenue NE Parcel ID#: Multiple,See Sheet G03 Legal Description Lengthy,See Sheet G03 Owner: WD Arlington Investments,LLC Phone Number: 425 750 7926 Address: 1020 W Casino Road City: Everett State: WA Zip Code: 98204 Engineer:DCI Engineers Phone Number: 206 332 1900 Cell Phone: 206 787 8955 E-mail: tbean@dci-engineers.com Address: 818 Stewart Street, Suiitc 1000 *city: Seattle State: WA Zip Cods:98101 General Contractor: Exxel Pacific Phone Number: 360 734 2872 Cell Phone: 360 815 5265 E-mail: tims@exxelpacific.com Address: 323 Teleqraph Road * City: Bellinaham. WA State: Zip Code' 98229 Contractor's License Number: EXXELP1073KN Expiration:Jan.2,2017 Contact Person: Doug Hofius, Dykeman Architects Phone Number: 425 259 3161 Cell Phone: 206 795 2192 E-mail: dough@dykeman.net Address: 1716 W.Marine View Drive City: Everett State: WA Zip Code: 98201 Proposed Scope of Work: Apartment complex consisting of 17 residential buildings,amenity spaces,parks,and parking Page 6 of 9 https://arlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Ccnmercial Application Packet Page 7 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 Project Name/Tenant Park 77 Site Address 20201 77ty Avenue NE Bldg/UniVSuite IBC Construction Type V-B IBC Occupancy Type R-2 Description of Use Residential Apartments Building Square Footage 182,510 s.f. Number of Stories 3 Square Footage Per Floor Varies per building. See Sheet G03 Will there be any Installation,modification or removal of the following? (Check all that apply) El Automatic fire extinguishing systems 8 Compressed gas systems Fire alarm and detection systems 8 Fire pumps 8 Flammable and combustible liquids(tanks,piping etc...) 8 Hazardous materials High piled/rack storage 0 Industrial ovens/furnace ® Private fire hydrants 0 Spraying or dipping operations 8 Standpipe systems Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Sprinkler, Fire Alarm will be provided as deferred submittals. Installation,changes,modifications or removal of any of the above may require additional submittals, Information,or permits during the plan review or construction process. Page 7 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washingtonl f'ommercial Application Packet Page 8 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE,Arlington,WA 98223• Phone(360)403-3551 Statement of Special Inspection Name of Project: Park 77 Project Address: 20201 77th Avenue NE Special Inspection Firm: To be determined Address: Contact Person: Phone: Emall. Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). Reinforced Concrete Bolting in Concrete Pre-stressed Concrete Shotcrete (© Structural Masonry (11 Structural Steel and Welding C] High-Strength Bolting Spray-Applied Fireproofing Smoke-Control Systems 0 Other Specify;See Sheet S1.1 of drawings for Special Inspections. All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City.Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed,listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as'deputy'City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. Page 8 of 9 https:Harlingtonwa.seamlessdocs.com/f/EgbSaq 6/14/2016 [City of Arlington Washington] Lommercial Application Packet Page 9 of 10 COMMERCIAL APPLICATION PERMIT SUBMITTAL Departniisnt of Community&Economic Development City of Arlington a 18204 59th Ave NE•Arlington,WA 98223• Phone(360) 403-3551 The spe"I inspecion functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Bundling Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professlonals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for Inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to Insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency, ENFORCEMENT: A failure of the special inspector or firm to perform in keoping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Oflidals approval of the special inspector.In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the ter -en conditions of this agreement. Owner: Date: 1 hereby certify that the above information Is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. Al to xL Applicants gignature W Dov6 e As N-vt=l('is JVI-Y Print Applicants Name Date FOR STAFF USE ONLY Received )1010 Permit N Accepted By Amount Received Recelpt N Date Received Page 9 of 9 https://arlingtonwa.scamlessdocs.com/f/EgbSaq 6/14/2016 i 7/1/2016 EXXEL PACIFIC INC Search L&I .1 7 1nd"x [tullp i �l SRIety&Health f>Qwls, &Ir7surancP �Norkplace RigPWs Trades Lcensir�q Washington State Department of " Labor & industries EXXEL PACIFIC INC Owner or tradesperson 323A TELEGRAPH RD Principals BELLINGHAM,WA 98226 360-734-2872 STODOLA, GEOFFREY SCOTT, PRESIDENT WHATCOM County ESKEBERG,BRUCE WILLIAM,VICE PRESIDENT ZIMMERMAN, MOLLY ANN,SECRETARY DEVRIES, KEVIN R,CHIEF EXECUTIVE OFFICER PASSE,MARK A,DIRECTOR SPINK,TIM,VICE PRESIDENT (End: 12/27/2010) BARON, SIDNEY,CHIEF EXECUTIVE OFFICER (End: 12/27/2010) Doing business as EXXEL PACIFIC INC WA UBI No. Business type 601 175 198 Corporation Governing persons BRUCE WILLIAM ESKEBERG GEOFFSTODOLA; KEVIN R DEVRIES; MARK PASSE; MOLLY A ZIMMERMAN; SIDNEY BARON; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. EXXELP1073KN Effective—expiration 05/15/1993—01/02/2017 Bond American States Insurance Co $12,000.00 Bond account no. 69S000993 Received by L&I Effective date 05/11/2012 04/20/2012 Expiration date https://secure.Ini.wa.govtverify/Detail.aspx?U BI=601175198&LIC=EXXELP1073KN&SAW= 1/4 7/1/2016 EXXEL PACIFIC INC Until Canceled Bond history Insurance Allied World National Assuranc $1,000,000.00 Policy no. 030M722 Received by L&I Effective date 01/2712016 03/12/2014 Expiration date 03/12/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bend or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. IWorkers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID Account is current. 561,187-04 Doing business as EXXEL PACIFIC INC Estimated workers reported Quarter 1 of Year 2016"Greater than 100 Workers" L&I account representative TO/DALE MCMASTER(360)902-5617-Email:MCM5235@lni.wa.gov Track this contractor a Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/26/2016 No violations Inspection no. 317940669 Location 1101 Lake Washington Blvd N Renton,WA 98056 Inspection results date 02/01/2016 No violations Inspection no. 317939133 Location 3720 196th SW Lynnwood,WA 98036 Inspection results date 09/21/2015 No violations hftps://secure.ini.wa.gov/verify/Detail.aspx?UBI=601175198&LIC=EXXELP1073KN&SAW= 214 7/1/2016 EXXEL PACIFIC INC Inspection no. 317936921 Location 3651 Interlake Avenue North Seattle,WA 98103 Inspection results date 0 510 5/2 01 5 No violations Inspection no. 317936087 Location 900 NE 65th St Seattle,WA 98115 Inspection results date 08/28/2014 No violations Inspection no. 317420008 Location 714 E.Pike St Seattle,WA 98122 Inspection results date 07/15/2014 No violations Inspection no. 317378073 Location 1414 10th Ave Seattle,WA 98122 Inspection results date 05/23/2014 No violations Inspection no. 317298800 Location 5343 Tallman Ave NW Seattle,WA 98108 Inspection results date 05/23/2014 No violations Inspection no. 317319291 Location 900 NE 65th Seattle,WA 98115 Inspection results date 09/27/2012 Violations Inspection no. 315954958 Location 3417 Evanston Ave N Seattle,WA 98226 Inspection results date 12/12/2011 No violations https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601175198&LIC=EXXELP1073KN&SAW= 314 7/1/2016 EXXEL PACIFIC INC Inspection no. 315579540 Location 1139 NW Market Street Seattle,WA 98107 Inspection results date 10/31/2011 No violations Inspection no. 315250506 Location 3417 Evanstone Ave N Seattle,WA 98103 Inspection results date 07121/2011 No violations Inspection no. 315004846 Location 100 Republican Seattle,WA 98109 Inspection results date 02/0812011 No violations Inspection no. 314714197 Location 311 Cedar St Seattle,WA 98226 Inspection results date 10/20/2010 No violations Inspection no. 314559055 Location 4219 S Othello St Seattle,WA 98118 J Washington State Dept_of Labor&Industries.Use of this site is subject to the laws of the state of Washington. hftps://secure.ini.wa.gov/verify/Detai I.aspx?U BI=601175198&LIC=EXXELP1073KN&SAW= 4/4 Prescriptive Energy Code Complia ;for All Climate Zones in Washington Project Information Contact Information Park 77 Doug Hofius, c/o Dykeman Architects 20101 77th Avenue NE 1716 W. Marine View Drive Arlington, WA Everett, WA 98201 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 49 0.026 Wood Frame Wall9.k.1 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wallo,k 10/15/21 int+TB 0.042 Slabd R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑l.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. ❑2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) 1a JEfficient Building Envelope 1a 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1 c Efficient Building Envelope 1 c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf Table R402.1.1 Footnotes For SI: 1 foot .=304.8 mm, ci .=continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 1110/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. c Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. _ • -� I WI - _ Seattle q Portland Spokane San Diego Austin _ Irvine San Francisco Anchorage StructuralLos Angeles Calculations Park 77 20201 77th Avenue NE, Arlington, WA DO Job Number 16011-0075 June 14, 2016 E . '& ��pF WASH! c 29759 UNAL Prepared for: Dykeman, Inc. Received 1716 West Marine View Drive JUN 2 9 2016 Everett, WA 98201-2098 alAXT OA 818 Stewart Street, Suite 1000 Seattle,Washington,98101 Phone(206)332-1900 -1,ZA -ZV .. Service Innovation Value f ) c � t , Project: Park 77 Project No: 16011-0075 Date: 6/14/2016 Structural Calculation Index: 1. Design Criteria: .........................................................DC-1 thru DC-9 2. Wood Gravity: .......................................................WG-1 thru WG-53 3. Wood Lateral: ........................................................ WL-1 thru WL-65 4. Foundation......................................................... FDN-1 thru FDN-18 818 Stewart Street, Suite 1000 Seattle,Washington,98101 Phone(206)332-1900 S e r v i c e I n n o v a t i o n V a I u e ,� � I �. HDO Project No Sheet No. P n 131 n " P! R m 16011-0075 Project Date Park 77 6/14/2016 Subject By Scope of Work/ Description AEM Description of Work: This project consists of the gravity and lateral design for seventeen buildings on one site. There are six models of building that will be reused. All the buildings are three stories or less, typical wood construction utilizing wood joists, beams, and bearing walls for gravity loads and light-framed wood sheathed shear walls for lateral resistance. All the buildings bear on shallow concrete foundations, although some of the site soil conditions are not ideal, thus additional thickness and reinforcing is required at some of the buildings per the provided geotechnical report. I I� I Page DC-1 of 9 c I �F n GInEERs ' I PROJEC 1 601 1-0075 Sheet No; i PROJECT Park 77 Date: 6114/16 LOADSSubject: UNH` DEAD • Printed: 8:41 AM By: AEM Gravity Lateral Applicable Roof Framing Desi n Desi n Live Loads Roofing 2.0 2.0 25 psf ,Insulation,0.1 #/in Batt 1.2 1.2 20 psf !Ceiling Trusses 3.8 3.8 1/2 OSB Sheathing 1.5 1.5 IGWB-2 layers-5/8" ® 4#/in 5.0 5.0 !Sprinkler/Duct/Pipe/Elect Allowance 1.5 1.5 15.0 psf 15.0 Exterior Walls&Interior Non Load Brg Partitions 10.0 ;+Parapet+MISC Hoof 25.0 psf Gravity Lateral Applicable 'Typical Floor Framing Desi n Design Live Loads I Floors,carpet&pad 1.5 1.5 40 psf 11 1/4"Gyporete Topping,Min 10.0 10.0 20 psf 3/4"sheathing __ 2.5 2.5 Floor Joists 5.0 5.0 !GW B-2 layer-5/8" 0 4#/in 5.0 5.0 Sprinkler/Duct/Pipe/Elect Allowance 2.0 2.0 Misc 2.0 2.0 28.0 28.0 Interior Partitions,where occurs 5.0 5.0 Bearin Walls&Exterior walls 5.0 38 psf Gravity Lateral Applicable Typical Balcony De si n Desi n Live Loads 1 Finish 3.0 3.0 40 psf Trexx Decking 5/4+2x4 Sleepers @ 16"oc 7.0 7.0 20 psf Floor Joists 5.0 5.0 i MISC 5.0 5.0 20.0 20.0 Interior Partitions,where occurs 0.0 Bearing Walls&Exterior walls _ _ __- _ ------ -,_ 5.0 25 psf Gravity Lateral Applicable Typical Exterior Stair Framing Design Desi n Live Loads _ Concrete Fill _ 10.0 _ _10.0 100 psf m Steel Fraing 10.0 10.0 20 psf k -- - - MISC _ - --- 5.0 5.0 _.._ _.... - 25.0 25.0 - f 4lnterlor Partitions,where occurs _ _ _ 0.0 _!Bearing Walls&Exterior walls u 5.0 __ - - j 30 psf -- Deflection limits Floor TL _.- _ U360 - Floor LL _ _ _ U480 -- _ ...,Roof TL _- U240 i iRoof LL _-.-- -- - - -- U360 J:\11-Seattle\2016 Projects\1 601 1-0075 Park 77\Project Management\Design Criteria\DCI Loading and Design Criteria Spreadsheetsi (Repaired).xls 1 OF 1 Page DC-3 of 9 SUM Design Maps Summary Report User-Specified Input Report Title 20201 77th Ave NE, Arlington, WA Fri March 4,2016 23:17:07 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 48.178910N, 122.12768°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III itanwESE d �. Vacm Beach scsoF. 9 , .JSGS-Provided Output Ss = 1.058 g SMs = 1.139 g SDs = 0,760 g Sl = 0.411 g SM1 = 0.654 g SDl = 0.436 g For Information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCE„ Response Spectrum 0.00 Design Response Spectrum 1.20 0.00 1.08 0.72 0.96 0,64 0,84 0.56 0.T2 IM 0.48 H 0.60 N 0.40 0.48 0.32 0.36 0.24 0.24 0.16 0.12 0.0 8 0.0D 0.00 0.00 0.20 0.40 0.60 0.90 1,00 1.20 1.40 1,60 1.90 2.00 0.00 0,20 0.40 0.60 0.80 1.00 1,20 1.40 1.60 1.90 2.00 Period, T(sec) Period, T(sec) r PGAM, TL, CRs, and CRi values, please view the detailed rQpQrt. Although this Information is a product of the U.S.Geological Survey,we provide no warranty, expressed or Implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. Page DC-4 of 9 "ASCE705W.xls" Program Version 1.0 WIND LOADING ANALYSIS -Wall Components and Cladding Per ASCE 7-10 Code for Buildings of Any Height Using Chapter 30, Com onents &Clad din C&C Job Name: Park 77 1 Subject: JC&C Walls Job Number: 16011-0075 1 Originator: JAEM t Checker JAEM Input Data: Wind Speed, V= _ 110 Bldg. Classification= Exposure Category= B Ridge Height, hr= 4_2.00 ft. (hr>=he) Eave Height, he= _42_.0_0 ft. (he <=hr) Building Width= 100.00 ft. (Normal to Building Ridge) Building Length= 60.00 ft. (Parallel to Building Ridge) L Roof Type= _ _Gable (Gable or Monoslope) Plan Topo, Factor, Kzt= 1.00 (Eq. 26.8-1)) Direct. Factor, Kd = _ 0.85 (Table 26.6-1) Enclosed? (Y/N) Y Component Name= Wall (Girt, Siding, Wall, or Fastener) 6° Effective Area, Ae= 13.33333 ft.A2 (Area Tributary to C&C) hr h _The Resulting Parameters and Coefficients: L Elevation Roof Angle, 0=1 0.00 Ideg. Mean Roof Ht., h =_ 42.00 ft. (h=he,for roof angle<=10 deg.) Wall External Pressure Coefficients, GCp: GCp Zone 4 Pos.= 0.88 (Fig. 30.4-1, GCp is reduced by 10%for roof angle<=10 deg. ) GCp Zone 5 Pos. = _0.88 (Fig. 30.4-1, GCp is reduced by 10%for roof angle<=10 deg. ) GCp Zone 4 Neg.= V-0.97 (Fig. 30.4-1, GCp is reduced by 10%for roof angle<=10 deg. } GCp Zone 5 Neg. = -1.22 J� (Fig. 30.4-1, GCp is reduced by 10%for roof angle<=10 deg. ) Positive&Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): +GCpi Coef.= 0.18 (positive internal pressure) -GCpi Coef. = 0.18 1(negative internal pressure) If z<= 15 then: Kz=2.01*(15/zg)A(2/(x) , If z> 15 then: Kz=2.01`(zJzg)A(2/a) (Table 30.3-1) a=_ 7.00 (Table 26.9-1) (Note: z not <30'for Exp. B, Case 1) zg=_ 1200 (Table 26.9-1) Kh= 0.77 (Kh= Kz evaluated at z=h) 1.00 Velocity Pressure: qz=0.00256*Kz*Kzt*Kd*VA2*1 (Sect. 30.3.2, Eq. 30.3-1) qh= 20.31 psf qh=0.00256*Kh*Kzt*Kd*VA2*I (qz evaluated at z=h) Design Net External Wind Pressures (Chap. 30, Part 1 & Part 3): For h <=60 ft.: p=qh*((GCp) - (+/-GCpi)) (psf) (Sect. 30.4.2, Eq. 30.4-1) For h > 60 ft.: p=q*(GCp) -qi*(+/-GCpi) (psf) (Sect. 30.6.2, Eq. 30.6-1) where: q= qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls (conservatively assumed per Sect. 30.6.2) 1 of 3 6/14/2016 8:42 AM Page DC-5 of 9 "ASCE705W.xls" Program Version 1.0 Wind Load Tabulation for Wall Components &Cladding Component z Kh qh p=Net Desi n Pressures sf (ft.) sf Zone 4 + Zone 4 - Zone 51±L Zone 5 - Wall 0__0.77 20.31 _21.53 -23.36 21.53 -28.44 15.00 0,77 20.31 21.53 -23.36 21.53 -28.44 20.00 0.77 20.31 W 21.53____ -23.36 _ 21.53 -28.44 -25.00 0.77 20.31 21.53 -23.36 21.53 -28.44 30.00 0.77 20.31 _ 21.53 -23.36 21.53 -28.44 35,00 0.77 20.31 21.53 -23.36 21.53 -28.44 40.00 0.77 20.31 21.53 -23.36 21.53 -28.44 For z=hr: 42.00 0.77 20.31 21.53 -23.36 21.53 -28.44 For z=he: 42.00 0.77 20.31 21.53 -23.36 21.53 -28.44 For z= h: 42A0 0.77 20.31 21.53 -23.36 21.53 -28.44 Notes: 1, (+) and (-) signs signify wind pressures acting toward &away from respective surfaces. 2. Width of Zone 5 (end zones), W= 1 6.00 ft. 3. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf (ULT). 4. References : a.ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10" by: Kishor C. Mehta and William L. Coulbourne, (2013) 2 of 3 6/14/2016 8:42 AM Page DC-6 of 9 °ASCE705W.xls11 Program Version 1.0 Wall Components and Cladding: ..r { hj Wall Zones for Buildings with h <= 60 ft. I i I I I 1 1 i I I I I I 1 1 I I ! I i 1 1 t t I 1 1 I I N I ! 7 I t t 1 1 WALL ELEVATION Wall Zones for Buildings with h > 60 ft. 3 of 3 6/14/2016 8:42 AM Page DC-7 of 9 "ASCE705W.xls" Program Version 1.0 WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0<=450 or Monoslope Roof 6<=3° Using Chapter 30, Com onents and Cladding C&C) Job Name: Park 77 Subject: IRoof C&C Job Number: 16011-0075 1 Originator: JAEM I Checker: 1AEM Input Data: Wind Speed, V= 110 Bldg. Classification= TIV Exposure Category= B B Ridge Height, hr= ' 422.00 ft. (hr>=he) Eave Height, he= 42.00 ft. (he<=hr) Building Width = _ 100.00 ft. (Normal to Building Ridge) Building Length= 60.00 ft. (Parallel to Building Ridge) L Roof Type= -_ Gable (Gable or Monoslope) fit Topo, Factor, Kzt= 1.0_0 (Eq. 26.8-1)) Plan Direct. Factor, Kd= 0.85 (Table 26.6-1) Enclosed? (Y/N) Y Component Name = Joist_ _ (Purlin, Joist, Decking, or Fastener) 6 Effective Area,Ae= 30 ft.^2 (Area Tributary to C&C) hr h Overhangs? (Y/N) Y (if used, overhangs on all sides) I ff he L Resultinq Parameters and Coefficients: F Elevation Roof Angle, e =1 0.00 1 deg. Mean Roof Ht., h = _ 42.00 ft. (h=he, for roof angle<=10 deg.) Roof External Pressure Coefficients, GCp: GCp Zone 1-3 Pos. = 0.25 (Fig. 30.4-2A 1hru C) GCp Zone 1 Neg. = -1.65 (Fig. 30.4-2A thru C) GCp Zone 2 Neg. = -1.65 (Fig. 30.4.2A thru C) GCp Zone 3 Neg. = -1.85 (Fig. 30.4-2A thru C) Positive & Negative Internal Pressure Coefficients, GCpi (Table 26.11-1): +GCpi Coef.= 0.18 (positive internal pressure) -GCpi Coef. _--0.18 (negative internal pressure) If z<= 15 then: Kz=2.01*(15/z )^(2/a) , If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 6-3, Case 1 a) a=_ 7.00 zg= 1200 (Table 6-2) (Note: z not<30, Exp. B, Case 1) Kh= 0.77 (Kh= Kz evaluated at z=h) I= 1.00 (Table 6-1)(Importance factor) Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*V^2*1 (Sect. 30.3.2, Eq. 30.3-1) qh= 20.31 psf qh= 0.00256*Kh*Kzt*Kd*V^2*I (qz evaluated at z=h) Design Net External Wind Pressures (Chap. 30, Part 1 & Part 3): For h <=60 ft.: p =qh*((GCp) - (+/-GCpi)) (psf) For h > 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) where: q=qh for roof qi=qh for roof (conservatively assumed per Sect. 30.6.2) 1 of 3 6/14/2016 8:42 AM Page DC-8 of 9 "ASCE705W.xls" Program Version 1.0 Wind Load Tabulation for Roof Components&Cladding Component z Kh qh p=Net Desi n Pressures ( s {t, sf Zone 1,2,3 + Zone 1 - Zone 2 - Zone 3(-) Joist 0 _ 0.77 20,31 _8.78 _ _ -37.21 -37.21 -41.14 15.00 _ 0.77 20.31 _ _8.78_ -_37.2_1 -37.21 -41.14 20.00 _ 0.77 20.31 8.78 __.. ~-37.21 -37.21 -41.14 25. 00 _ 0.77 _ 20.31 8.78 - --37.21 -37.21 -41.14 90.00 0.77 �20,$1 _ 8.78 _ -37.21 -37.21 _ -41.14 35.00 YT0.77 - 20.31- - 8.78 -37.21 _ -37.21 -41.14 40.00 � 0.77 _ 20.31_ 8.76 -37.21 -37.21 -41.14 _ For z T hr: 42.00 0.77 20.31 8.78 -37.21 -37.21 -41.14 For z=he: 42.00 0.77 20.31 �8.78 _ -37.21 -37.21 -41.14 For z= h:1 42.00 0.77 20.31 8.78 -37.21 -37.21 -41.14 Notes: 1. (+) and (-) signs signify wind pressures acting toward&away from respective surfaces. 2. Width of Zone 2(edge), 'a'= 6.00 _ft. 3. Width of Zone 3 (comer), 'a'- 6.00 ft. 4. For monoslope roofs with 0<=3 degrees, use Fig. 30.4-5A for'GCp'values with'gh'. 5. Fur buildings with h>60'and 0> 10 degrees, use Fig. 30.6-1 for'GCpl'values with 'qh'. 6. For all buildings with overhangs, use Fig. 30.4-2A thru C for'GCp'values per Sect. 30.10. 7. If a parapet>=3'in height is provided around perimeter of roof with 0<= 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf (ULT). 9. References : a.ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10" by: Kishor C. Mehta and William L. Coulbourne, (2013) 2 of 3 6/14/2016 8:42 AM Page DC-9 of 9 "ASCE705W.xls° Program Version 1.0 Roof Components and Cladding: e • a a a. - - CD Q6 i � 8 01 01 1 I l 1 I iCI 20 i (D 11 b _�1 , 1 3 1 3 0<=7 deg. 7 deg.<6<=27 deg. 27 deg.<0<=45 deg. Roof Zones for Buildings with h <= 60 ft. (for Gable Roofs<=450 and Monoslope Roofs <=3°) ' � t 1 , 1 , 2 I � - J 6 , ROOF PLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs <= 100 and Monoslope Roofs<=30) 3 of 3 6/14/2016 8:42 AM Page WG-1 of 53 D C I err r Sri r �r� r E n G I n E E R S WOOD GRAVITY 818 Stewart Street, Suite 1000 Seattle,Washington,98101 Phone(206)332-1900 Service Innovation Value uAv—� Page WG-2 of 53 cj _Ell fI IT All A y J yt� 5 3 °r o0 s \ oc 1r r 1 ✓ f _ 5 � / 8 _ r l �JfJ" CI U }9 \v 1 > 1 i 1 � � 1 r r ! d J �J n i a 3 Page WG-3 of 53 1• Eh .J } O� r< 1 1 s s � K sN£+rror c 1 � ' Y ��'°I�t*• o' �v 1 n � � 1 A 1 I o� 1 1 N 1 1 �k1 r.. { 1 (1^'H tr N �' ��2•S r 1 tt laq 4.iro►5-�v1 Wz 1 I 91 i (tl F O R T E JOB SUMMARY Rr `'RT All Bullding_Fii,. Permit Calc Print.4te Page WG-4 of 53 -- Member Name ResuRs Current Solution Comments _ ^oor 1 Passed 1 Plece(s)2 x 8 Douglas Fir-Larch No.2 )r-1 Passed 1 Plece(s)2 x 8 Douglas Fir-Larch No.2 joist-1 NS Passed 1 Plece(s)2 x 10 Douglas Fir-Larch No.2 @ 16"OC Joist 2 NS Passed 1 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 16"OC Joist 3 NS Passed 1 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 12"OC Joist 4 NS Passed 2 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 12"OC Joist 5 NS Passed 2 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 12'OC ax:ttWiding IS Member Name i Results Current Solution Comments Glulam 2 Passed 1 Piece(s)5 1/8"x 10 1/2"24F-V8 DF Glulam Glulam 3 Passed 1 Piece(s)5 1/8"x 12"24F-V8 DF Glulam Glulam 4 Passed 1 Piece(s)5 1/8"x 12"24F-V8 DF Glulam Beam on posts(stairs) Passed 1 Plece(s)6 x 12 Douglas Fir-Larch No.2 Beam-balcony Passed 1 Plece(s)4 x 12 Southern Pine No.2 Balcony beam2 Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 Short Glulam Passed 1 Piece(s)5 1/8"x 10 1/2'24F-V8 DF Glulam Section B-5 to B-4 Bm 1 Passed 1 Piece(s)5 1/4"x 9 1/4"2.0E Parallam@ PSL Section B-5 to B-4 Bm 2 Passed 1 Piece(s)3 1/2"x 9 1/4"2.0E Parallam@ PSL Section B 2 to B-1 Bm 2 Passed 1 Piece(s)3 1/2"x 9 1/4"1.3E TimberStrand@ LSL 03:Amenities Bldg___ Member Name Results Current Solution Comments Small bm Passed 1 Plece(s)4 x 12 Douglas Fir-Larch No.2 Long bm Passed 1 Plece(s)5 1/8"x 12"24F-V8 DF Glulam Bm bearing roof Passed 1 Piece(s)3 1/2"x it 7/8"24F-V4 DF Glulam Bm at edge of Patio Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 Bm at bw patio and bldg Passed 1 Piece(s)5 1/8"x 10 1/2'24F-V4 DF Glulam Short bm at edge of patio Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 Long bm(edge of patio) Passed 1 Piece(s)5 1/2"x it 7/8"24F-V4 DF Glulam Bm at bw patio and bldg_2 Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 h I sawtooth roof Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 i holding sawtooth roof(mid) Passed 1 Piece(s)4 x 12 Douglas Fir-Larch No.2 Torte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller ,-- Forte v5.1, Design Engine:V6.5.1.1 Dcl Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 1 of 28 VI F O R T E MEMBER REF OP" Building A-First Floor,Door- I Page WG-5 of 53 PASSED 1 piece(s) 2. . Douglas Fir-Larch No. 2 Overall Length:3' o — o 3' I All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Aetud O Location Allowed Remit LDP I Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1177 @ 0 1406 1.50") Passed(84%) 1.0 D+ 1.0 L(All Spans) Member Type:Header Shear(Ibs) 605 @ 8 3/4" 1305 Passed(46%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 883 @ 1'6" 1183 Passed(75%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.011 @ 1'6" 0.100 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.019 @ 1'6" 0.150 Passed(L/999+) -- 1.0 D+1.0 L(All Spans)_ •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS. f Dearing -- toltdatot4l rtsOW- supporb TOM Available R"Ored Dead liver TOW Accraiawes 1-Trimmer-SPF 1.50" 1.50" 1 1.50" 487 1 690 1177 None 2-Trimmer SPF 1.50" 1.50" 1.50" 487 I 690 1177 I None Trlbuftry Dead Floor Live Loads Location(side) width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 3' N/A 2.8 1-I Inifnrm(PS17 n to A' 11'6" 28.0 40 0p Residential-Living PueBs Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blacking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeRepnrts acpv The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building-For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 2 of 28 4 F 0 R T E MEMBER REPORT Building A-First Floor,Door- 1 I PASSED 1 piece(s) 2 x b Oouglas Fir-larch No. 2 Page WG-6 of 53 Overall Length:3' a o I I 3' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Desl n Results Actual 0 Location Allowed Result LDF Lad,Combination(Pettem) System:Wall Member Reaction(Ibs) 1177 @ 0 1406(1.50") Passed(64%) — 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 605 @ 8 3/4" 1305 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 883 @ 1'6" 1183 Passed(75%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.011 @ V 6" 0.100 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.019 @ 1'6" 0.150 1 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) _ •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at T o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS. Bearing ---- --Load$to SuPPorb(lbs) Supports Tool I Awllabla Required Dead tive Total Amessoriea 1-Trimmer-SPF 1.50" 1.50" 1.50" 487 690 1177 None 2-Trimmer-SPF 1 1.50" 1.50" 1.50" 487 690 1177 None Tributary Dead Floor Live Aads Location(Side) I Width (0.90) (1.00) comment, 0-Self Weight(PLF) 0 to 3' J N/A 2.8 1-Uniform(PSF) 0 to 3' 11'6" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes — (ts)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywV.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorte Software operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiIler@dci-engineers.com Page 3 of 28 F ® fi C MEMBER REPOR' Building A-First Floor,Joist- 1 NS PASSED ,` G 1 piece(s) 2. a0 Douglas Fir-Larch No. 2 @ 16" OC Page WG-7 of 53 Overall Length:8'7" 0 0 B' 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizonlal.;Drawing is Conceptual Deft n Results Actual a Location _ Allowed Rdsu t LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 380 @ 2 1/2" 1434(2.25") Passed(26%) - 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 293 @ 1'3/4" 1665 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 756 @ 4'3 1/2" 2029 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.034 @ 4'3 1/2" 0.204 Passed(L/999+) - 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.057 @ 4'3 1/2" 0.408 Passed(L/999+) I -- 1 1.0 D+1.0 L(All Spans) T]-ProTm Rating N/A- N_/A1. 7-1 Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. No composite action between deck and joist was considered In analysis. l lieaetnp lands to Supports(cos) -— - - Suppoft Total Aralla6le "uli ed Dead Flo o r Total Accsssorl 1-Stud wall-SPF 3.50" 2.25" 1.S0" 160 229 389 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 160 229 389 i 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Dmd Floor LNe Loads Location(Slide) Spadny (0.90) (1000) comnlenb 1-Uniform(PSF) 0 to 8'7" 16" 28.0 40.0 Residential.Living Areas //�� Weyerhaeuser Notes (ty)'SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessorias(Rim Board,Blocking Panels and Squash Blnrks)arP not d"cipned by thic snftwarP I IcP of this anftwarP le not intanderl to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller -- Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building-For Permit Calc Print.4te (206)332-1900 amiller@dd-engineers.corn Page 4 of 28 %I F O R T E ' MEMBER REPORT Building A-First Floor,Joist 2 NS PASSED 1 piece(s) 2 x W Douglas Fir-Larch No. 2 0 16" OC Page WG-8 of 53 Overall Length: 13'7" 0 0 t 3' 0 2� All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal,;Drawing is Conceptual Design Results Actual•Location Allowed Result LOF Land:Combination(Pattern) System:Floor Member Reaction(Ibs) 606 @ 2 1/2" 1434(2.25") Passed(42%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 519 @ 1'3/4" 1665 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1965 @ 6'9 1/2" 2029 Passed(97%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.228 @ 6'9 1/2" 0.329 Passed L/693) 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.387 @ 6'9 1/2" 0.658 Passed(LJ408) 1.0 D+1.0 L(Ail Spans) TJ-Pro'"Rating N/A N/A •Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'5 5/6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability- •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and Joist was considered In analysis. — Bearing Lands to Supports(Ibs) Supports Total Awllabb Required Dead Floar Total AooeasoAar Uve Stud wall-SPF 3.50" 2.25" 1.50" 254 362 616 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1.50" 254 362 616 1 1/4"Rim Board • Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Loads Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 13'7" 16" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Corte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 a miller@dci-engineers,com � Page 5 of 28 MEMBER REROR- Building A-First Floor,Joist 3 NS PASSED II F O R T E 1 plece(s) 2• a0 Douglas Fir-Larch No. 2 @ 12" OC Page WG-9 of 53 Overall Length: 15'7" 0 15' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Resulft Actual o Location Allowed Restdt LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 523 @ 2 1/2" 1434(2.25") Passed(36%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 458 @ V 3/4" 1665 Passed(27%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1955 @ 7'9 1/2" 2029 Passed(96%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.301 @ 7'9 1/2" 0.379 Passed(1-1605) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.511 @ 7'9 1/2" 0.758 Passed W356) 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A -- - - •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8 5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on Nos. • No composite action between deck and joist was considered in analysis. searMg toads to suloortsw supports Total Available Required Dead "or TSW Accessories LIM 1-Stud wall-SPF 3.50" 2.25" 1.50" 218 312 530 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 218 312 530 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Lh e ' Loads Location(Side) spacing (0.90) (1.00) comments 1-Uniform(PSF) 0 to 15'7" 12" 28.0 40.0 Resldentlal-Living Areas Weyerhaeuser Notes (;y SI ISTAINARI F FORESTRY INITIATIVE Weyerhaeuser warrants that the slzing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)AccascorlQs(Rim Board,Blrxking Fanrk and 4;quaah Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Forte v5.1, Design Engine:V6.5.1.1 Aaron Millet DCI Engineers All Building For Permit Calc Print4te (206)332-1900 amiller@dci-engineers.com Page 6 Of 28 <Aiil F 0 R T E MEMBER REPORT Building A-First Floor,Joist 4 NS PASSED 2 piece(s) 2 x w Douglas Fir-Larch No. 2 Qb 12" OC Page WG-10 of 53 Overall Length:21'1" 0 0 I Y0'6" � Y o a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 710 @ 2 1/2" 2869(2.25") Passed(25%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 645 @ 1'3/4" 3330 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3630 @ 10'6 1/2" 4059 Passed(89%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.519 @ 10'6 1/2" 0.517 Passed(L/478) - 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.882 @ 10'6 1/2" 1.033 Passed(1-/281) 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating _ N/A N/A — •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 8'11/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. - - - - Bearing Loads to Supports(lbs) — - I Supports Total ' Available Required Dead wr Teal Accessories Live I — - Stud wall-SPF 3.50" 2.25" 1.50" 295 422 717 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1.50" 295 422 717 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Uwe Loads Location(side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 21'1" 12" 28.0 40.0 Residential-Llving Areas Weyerhaeuser Notes lV SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeRepDrts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineLrs.com Page 7 of 28 f/I F O T E MEMBER REPORv Building A-First Floor,Joist 5 NS PASSED 2 piece(s) 2 .0 Douglas Fir-Larch No. 2 @ 12" OC Page WG-11 of 53 Overall Length: 19'7" + + o 19' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizonlal.;Drawing is Conceptual Design Results Actual O Location Allowed^ Result LDF Load:Combination(Pattem) - System:Floor Member Reaction(Ibs) 659 @ 2 1/2" 2869(2.25") Passed(23%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 594 @ 1'3/4" 3330 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3123 @ 9'9 1/2" 4059 Passed(77%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.384 @ 9'9 1/2" 0.479 Passed(1-/599) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.652 @ 9'9 1/2' 0.958 Passed(L/353) — 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A -- -- •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'10 15/16"o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •Nu composite action between deck and joist was considered In analysis. aeasing Leads to supports(Ibs) Supports total Avellabie I fR Winod Dead �e Total Aceeaorles 1-Stud wall-SPF 3.50" 2.25" 1.50" 274 392 666 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1 1.50" 274 392 1 666 1 1/4"R m Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Dead Floor Live Loads Location(side) , Spacing (0.90) (1.00) Comments Residential-Living 1-Uniform(PSF) 0 to IT 7" 12" 28.0 40.0 Areas Weyerhaeuser Notes � -1 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.wDodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC ES under technical reports ESK-1153 and ESR-138/and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building-_For Permit Calc PrintAte (206)332 r I900 amiller@dci-engineers,com Page 8 of 28 I .I F O R T E MEMBER REPORT Building B,Glulam 2 PASSED 1 plece(s) 5 1/o-' x 10 1/2" 24F-V8 DF Glulam Page WG-12 of 53 Overall Length: 13'10" 0 0 13'3" Ir All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Result LDF I Load:combination(Pattern) System:Floor Member Reaction(Ibs) 3598 @ 2" 4901(2.25") Passed(73%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 3036 @ 1'2" 10933 Passed(28%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 12030 @ 6'9 3/4" 21660 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.270 @ 6'11" 0.338 Passed(L/599) - 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.443 @ 6'11" 1 0.675 Passed L/365) - 1.0 D+1.0 S(All Spans) •Deflection criteria:ILL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7 112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'6". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS. Bearing loads to supports(10s) Supports Total Available Required Dead Snow Total Aooessor(ee 1-Stud wall-SPF 3.50" 2.25" 1.65" 1425 2226 3651 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 1 2.25" 1.65" 1425 1 2226 3651 1 1 1/4"Rim Board tim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Snow 1 Loads Location(Side) VAdth (0.90) (1.15) 1P.M. 0-Self Weight(PLF) 1 1/4"to 13'8 3/4" N/A 13.1 1-Uniform(PSF) 0 to 13'10"(Front) 12'10 1/2" 15.0 25.0 Residential-Living Areas Member Notes - --- — — Glulam-3rd/roof Weyerhaeuser Notes (IS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator .-orte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Perrnit Calc Print4te (206)332-1900 amiller@dci-engineers.com Page 9 of 28 Fie F O R T E MEMBER REP®PT Building B, Glulam 3 PASSED 1 plece(s) 5 8" x 12" 24F-V8 DF Glulam Page WG-13 of 53 Overall Length: 15'8" n - n 15'1" o a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual DlSI43I1 Results Actual 0 Location Allowed Result LDF Load:CombNlatlon(Pattem) System:Floor Member Reaction(Ibs) 4688 @ 2" 4901(2.25") Passed(96%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beare Shear(Ibs) 3968 @ 1'3 1/2" 12495 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pas Moment(Ft-Ibs) 17826 @ 7'8 3/4" 28290 Passed(63%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.346 @ 7'10" 0.383 Passed(1-/532) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl. in 0.56E @ 7'10" 1 0.767 Passed(L,1324) — 1.0 D+ 1.0 S(All Spans) Deflection criteria:ILL(L/480)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 15'5 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability- •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=15'4". •The effects of positive or negative camber have not been accounted for when calculating deflection. •AppllLdble cdkulatlons are based on NDS. soaring Loads to Supports(Obs) Supports Total AvallaWe Re"lred Dead Snow Total Acoeesoi les 1-Stud wall-SPF 3.50" 2.25" 2.15" 1853 2896 4749 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 1 2.25" 2.15" 1853 2896 4749 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Snow Loads Location(Swe) width to so) (1.1s) comments 0-Self Weight(PLF) 1 1/4"to 15'6 3/4" N/A 14.9 1-Uniform(PSF) 0 to 15'B"(Front) 14'9 1/2" 15.0 25.0 Residential-Living Areas Member Notes Glulam-3rd/roof Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron MillerForte v5.1, Design Engine:V6.5.1.1 I DCl Engineers All Building For Permit Calc Print.4te (206)332.1900 amillw@d6enginews.com Page 10 of 28 F 0 R T E MEMBER REPOW Building B, Glulam 4 Page WG-14 Of 53 SSED a 1 piece(s) 5 1/o"x 12" 24F-V8 DF Glulam 9 Overall Length:14' o o I 13'1" 0 �2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual Q Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 5827 @ 4" 9257(4.25") Passed(63%) -- 1.0 D+1.0 S(AII Spans) Member Type:Flush Beam Shear(Ibs) 4682 @ 1'5 1/2" 12495 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 18777 @ 6'10 3/4" 28290 Passed(66%) 1.15 1.0 D+1.0 S(AII Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.278 @ 7' 0.333 Passed(L/576) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.452 @ 7' 0.667 Passed(L/354) -- 1.0 D+1.0 S(AII Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'4". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS. Searing Loads to Supports fibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 5.50" 4.25" 2.68" 2282 3631 5913 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 4.25" 2.68" 2282 3631 5913 1 1/4"Rim Board dim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Snow Loads Location(side) width (0.90) (1.15) Comments am 0-Self Weight(PLF) 1 1/4"3 413'10 N/A 14.9 1-Uniform(PSF) 0 to 14'(Front) 20'9" 15.0 25.0 Residential-Living Areas Member Notes Glulam-3rd/roof /� Weyerhaeuser User Nods l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeRepods.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator -orte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 11 of 28 MEMBER REPOPT Building B,Beam on posts(stairs) PASSED �I F O R T E 1 piece(s) 6. .2 Douglas Fir-Larch No. 2 Page WG-15 of 53 Overall Length: 11'7" + + o - I 1 All(orations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Amy 0 Wtstlon Allowed ResultAL"d:Combination(Pattern) System:Floor Member Reaction(Ibs) 2309 @ 2" 5259(2.25") Passed(44% D+1.0 S(AII Spans) Member Type:Flush Beam Shear(lbs) 1844 @ 1'3" 8244 Passed(22% D+1.0 S(AA Spans) Building Use:Residential Moment(R-Ibs) 6423 @ 5'9 1/2" 10166 Passed(63% D+1.0 S(AII Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.097 @ 5'9 1/2" 0.281 Passed(L/99D+1.0 S(AA Spans) Design Methodology:ASD Total Load Defl.(in) 0.161 @ 5'9 1/2" 0.563 Passed(1-/836) — 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on Nos. Oeating I da to SUPOM(lb1 Supports Total Avatie a Rawked Dead snow total Aoce NMGP 1-Stud wall-SPF 3.50" 2.25" 1.50" 93B 1412 2350 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 938 1412 2350 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Snow Loads Locatlon(Side) W_Idth (0.90) (135) Comeronts 0-Self Weight(PLF) 1 1/4"to 11'5 3/4" N/A 16.0 1-Uniform(PSF) 0 to 11'7"(Front) VIP 15.0 25.0 Residential-Living Areas Member Notes Beam on posts-3rd/roof I Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywV.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte software operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiilet@dcl-enginears.com Page 12 of 28 it F 0 R T E MEMBER REPOR- Building B,Beam-balcony PASSED 1 piece(s) 4 x 12 Southern Pine No. 2 Page WG-16 of 53 Overall Length: 13'5" 0 0 12'10' 2� All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual I Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1337 @ 2" 3347(2.25") Passed(40%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1109 @ V 2 3/4" 4594 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4332 @ 6'8 1/2" 5076 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC 2009 Live Load Defl. in 0.159 @ 6'8 1/2" 0.327 Passed(1-/989) - 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl. in 0.230 @ 6'8 1/2" 0.654 Passed Q684) 1.0 D+1.9 L(All Spans) •Deflection criteria:LL(L/480)and ll(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'2 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on Nos. -- Bearinp Loads to Sup Supports total FlooAvailable Required Dead Liver Total Atxessories 1-Stud wall-SPF 3.50" 1 2.25" 1.50" 418 939 1357 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 1 2.25" 1.50" 41B 939 1357 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Loads Locatlon(side) Width (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 13'3 3/4" N/A 10.0 1-Uniform(PSF) 0 to 13'S"(Front) 3'6" 15.0 40.0 Resldentlal-Living Areas Member Notes Beam on posts for balcony-3rd/roof Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC FS under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspy, The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Torte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller - — Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers (206)332-1900 All Building_-For Permit Calc Print.4te (20 amiller@dci-engineers.com Page 13 Of 28 r/�F O R T E MEMBER REPOP- Buitchng B, Balcony beams Page WG-17 of 53 PASSED 1 piece(s) 4. .2 Douglas Fir-Larch No. 2 Overall Length:T 7" a + o - T 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Dasi n Results Actin u Location Allowed Remit LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 1558 @ 2" 3347(2.25") Passed(47%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1083 @ 1'2 3/4" 4725 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2776 @ 3'9 1/2" 6091 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.028 @ 3'9 1/2" 0.181 Passed(L/999+) - 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.040 @ T 9 1/2" 0.363 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS- esarin0 Loads tosuypbraAsi - supports Totd Available e"Idred Dead � Total --a----U- 1-Stud wall-SPF 3.50" 1 2.25" 1.50" 463 1138 1601 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 463 1138 1601 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. 1 Tributary Dead Floor live Loads 1.oeatlen(slde) Width (0.") (1.00) comments 0-Self Weight(PLF) 1 1/4"to 7'5 3/4" N/A 10.0 1-Uniform(PSF) 0 to 7'7"(Front) T 6" 15.0 40.0 Residential-Living Waywheauser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly dlscialms any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woDdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blodcs)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurlsdlction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-13B7 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servlces/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM --— - -- -- _ - Forte v5.1, Design Engine:V6.5.1.1 Aaron Miller DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dckengineers.com Page 14 of 28 it MEMBER REPORT Building B,Short Glulam PASSED F 0 R T E 1 piece(s) 5 1/w' x 10 1/2" 24F-V8 DF Glulam Page WG-18 of 53 Overall Length:4'9" 0 0 4-2- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual D Location Allowed Result LDF Load:Combination(Pattern) Y System:Floor Member Reaction(Ibs) 2755 @ 2" 4901(2.25") Passed(56%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1466 @ 1'2" 10933 Passed 13% 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 2958 @ 2'3 1/4" 21660 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.007 @ 2'4 1/2" 0.110 Passed(L/999+) — 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.012 @ 2'41/2" 0.221 Passed(L/999+) — 1.0 D+1.0 5(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=4'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS. - nearing —Loads to Supports(lbs) Supports Total I Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 1098 1781 2879 1 1/4"Rim Board 2-Stud wall-SPF 3.50" i 2.25" 1.50" 1098 1781 2879 1 1/4"Rim Board ,im Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Snow Loads Location(Side) Mlldth (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 4'7 3/4" N/A 13.1 1-Uniform(PSF) 0 to 4'9"(Front) 30' 15.0 25.0 Residential-Living Areas Mel mber Notes Glulam-3rd/roof-Model A I //�� Weyerhaeuser Notes (I�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC FS under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.wGodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by forte Software Operator I .orte Software Operator Job Notes 6/14/2016 9:25:56 AM I Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 j DCI Engineers All Building For Permit Calc PrintAte (206)332-1900 amillerL7a dci-engineers.com - Page 15 of 28 MEMBER REPORT Building B,Section B-5 to B-4 Bm 1 PASSED ::�I F O R T E ' 1 piece(s) 5 4" x 91/4" 2.0E Parallam® PSL Page WG-19 of 53 Overall Length:9'7" + 0 0 9' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results AcLol•Loradan Allowed Result LDF Losd:Combinsdon(Pattem) System:Floor Member Reaction(Ibs) 3617 @ 2" 5020(2.25") Passed(72%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2878 @ 1'3/4" 9389 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 8253 @ 4'9 1/2" 18623 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.117 @ 4'9 1/2" 0.231 Passed(L/948) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.203 @ 4'9 1/2" 0.463 Passed(L/546) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):Ali compression edges(top and bottom)must be braced at 9'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Dearing Loads to supDons{lbrt) - --— - Supports Total AnUmble R. Wred Dead I = Tetal Atcearoriee 1-Stud wall-SPF 3.50" 2.25" 1.62" 1564 2132 1 3696 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 1 2.25" L 1.62" 1564 2132 3696 1 1/4"Rim Board •Rlm Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tilbutary Della I door Live 1 Loads Location(Side) Wldth (0-") l (1.00) Comment; 0-Self Weight(PLF) 1 1/4"to 9'5 3/4" N/A 15.2 1-Uniform(PSF) 0 to 9'7"(Front) 11'1 1/2" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes v SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser faclllties are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC FS under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator J Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 I DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 16 of 28 .I F O R T E MEMBER REPOR' Building B,Section B-5 to B-4 Bm 2 PASSED 1 piece(s) 3 1/c" x 9 1/4" 2.0E Parallam® PSL Page WG-20 of 53 Overall Length:717, o 7' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual Location Allowed Result LDF Laad:Combination(pastern) System:Floor Member Reaction(Ibs) 2827 @ 2" 3347(2.25") Passed(84%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2092 @ 1'3/4" 6259 Passed(33%) 1.00 1.0 D+i n L(All Spans) I Building Use:Residential Moment(Ft-Ibs) 5037 @ 3'9 1/2" 12416 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.070 @ 3'9 1/2" 0.181 Passed(L/999+) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.121 @ 3'9 1/2" 0.363 Passed(L/718) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(tap and bottom)must be braced at 7'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. nearing Loads to supports(Ibs) Supports Total Available Required Dead Mr Total Atcesw 1. 1-Stud wall-SPF 3.50" 2.25" 1,90" 1218 1687 2905 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.90" 1218 16B7 2905 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live bads Location(side) xndtb (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to T 5 3/4" N/A 10.1 1-Uniform(PSF) 0 to 7'7"(Front) 11'1 1/2" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator orte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller — Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc PrintAte (206)332•1900 amiller@dd•engtneers.00m Page 17 of 28 i"il F O R T E MEMBER REPORT Building B, Section B-2 to B-i Bm 2 PASSED i piece(s) 3 . l" x 9 1/4" 1.3E TimberStrand® LSL Page WG-21 of 53 Overall Length:6'7" o B 6' Q All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal,;Drawing is Conceptual Design Results Aetud 0 Location AUowad Result -- LDF LMdt Combinetlon(Pattern) System:Floor Member Reaction(Ibs) 1385 @ 2" 3347(2.25") Passed(41%) — 11,0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 968 @ 1'3/4" 9173 Passed(11%) 1.0 11.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2121 @ 3'3 1/2" 7242 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.035 @ 3'3 1/2" 0.156 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.061 @ 3'3 1/2" 0.313 Passed(L/999+) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(tap and bottom)must be braced at 6'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. — Suring t4oado to Supports(68) I) Supports Nor TOW Available _Required Deed U. Tobl Aussurlea ` 1-Stud wall-SPF 3.50" 2.25" 1.50" 606 823 1429 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 606 823 1429 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Trlbubry Dead Flor o LIM i Loads Lomtion(side) Mlim (o 90) (1.00) Commenb t 0-Self Weight(PLF) 1 1/4"to 6'5 3/4" N/A 9.4 1-Uniform(PSF) 0 to 6'7"(Front) 6 Residential-Living'3• 28.0 40.0 Areas Weyerhaeuser Notes 0i SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building,-For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 18 of 28 it F 0 R T E MEMBER REPORT Amenities Bldg, Small bm PASSED 1 piece(s)4 x iz Douglas Fir-Larch No. 2 Page WG-22 of 53 Overall Length:T 9" 0 0 7.2" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2954 @ 2" 3347(2.25") Passed(88%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2073 @ 1'2 3/4" 4725 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 5387 @ 3'10 1/2" 6091 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.047 @ 3'10 1/2" 0.185 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.080 @ 3'10 1/2" 1 0.371 1 Passed(L/999+) I — 1 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 7'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on Nos. Bearing Loads to Supports(Ibs) I Supports Total Available Required (Dead floor Total Accessories am 1-Stud wall-SPF 3.50" 2.25" 1.99" 1272 1763 3035 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.99" 1272 1763 3035 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Loads Location(side) width (0,90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 77 3/4" N/A 10.0 1-Uniform(PSF) 0 to 7'9"(Front) 11'4 1/2" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design cdterla and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servlces/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Noles 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print-4te (206)332-1900 amiller@dd engineers.com Page 19 of 28 .I F 0 R T E MEMBER REPOP'r Amenities Bldg,Long bm PASSED 1 piece(s) 5 6"x 12" 24F-VS DF Glulam Page WG-23 of 53 Overall Length: 13'11" a } 0 o 13' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal,;Drawing is Conceptual Deslp Results Actual 0 Location Allowed Result LDF Load:Combintion(Pattern) System:Floor Member Reaction(lbs) 6977 @ 4" 9257(4.25") Passed(75% 1 s�.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 5599 @ 1'5 1/2" 10865 Passed(520%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 22339 @ 6'10 1/4" 24600 Passed(91%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.308 @ 6'11 1/2" 0.331 Passed(L/516) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.531 @ 6'11 1/2" 0.663 Passed(L/299) -- 1.0 D+1.0 L All Spans •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'8 112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. °Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'3". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS. aeaelno Loads to Support(Ibe) Supports Total Available Required Dead Total Accessories 1-Stud wall-SPF 5.50" 4.25" 3.20" 2976 4105 7081 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 4.25" 3.20" 2976 I 4105 I_ 7081 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor lhre i Loads Loothur(Skis) WIM (0.90) (1.00) I comments 0-Self Weight(PLF) 1 1/4"to 13'9 3/4" N/A 14.9 1-Uniform(PSF) 0 to 13'11"(Front) 14'9" 28.0 40.0 Residential-Living Areas /� Weyerhaeuser♦Notes Af f 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 20 of 28 F 0 R T E MEMBER REPORT Amenities Bldg, Bm bearing roof PASSED 1 piece(s) 3 1/A" x 11 7/8" 24F-V4 DF Glulam Page WG-24 of 53 Overall Length:17'3" B o I 16'3" 0 Q All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3750 @ 4 1/2" 7066(4.75") Passed(53%) •- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 3140 @ 1'5 7/8" 8444 Passed(37%) 1.15 1.0 D+1.0 S(AII Spans) Building Use:Residential Pos Moment(Ft-Ibs) 14977 @ 8'6 114" 18920 Passed(79%) 1.15 1.0 D+1.0 S(AII Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.190 @ 8'7 1/2" 0.412 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.835 @ 8'7 1/2" 0.825 Passed(L1237) — 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 17'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=16'6". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam Is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NOS. —Beating Loads to Supports(Ibs) Supports Total J Available FRequlred Dead Snow Total Accessories 1-Stud wall-SPF 6.00" I 4.75" 2.52" 2932 862 3794 1 1/4"Rim Board Stud wall-SPF 6.00" 1 4.75" 2.52" 2932 862 3794 1 1/4"Rim Board Rlm Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Snow Loads Location(Side) I YYldth (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 17'1 3/4" N/A 10.1 1-Uniform(PLF) 0 to 17'3"(Front) N/A 270.0 - Residential-Living Areas 2-Uniform(PLF) 0 to 17'3"(Front) N/A 60.0 100.0 1 Weyerhaeuser Notes _ _ _ Os STAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woDdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building_For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 21 Of 28 r MEMBER REPOP- Amenities Bldg,Bm at edge of Patio PASSED .I F 0 R T E 1 pieces) 4 A2 Douglas Fir-Larch No. 2 Page WG-25 of 53 Overall Length: 12'10" + + 0 0 12'3• All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Draw!ng is Conceptual Des ion Results Actual•Location Allowed Result LDF Load:Combination(hatterm) System:Floor Member Reaction(Ibs) 1191 @ 2" 3347 RIF') Passed(36%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 979 @ 1'2 3/4" 4725 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(R-Ibs) 3686 @ 6'5" 6091 Passed(61%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.107 @ 6'5" 0.313 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.156 @ 6'5" 0.625 Passed L/961 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'7 1/2"o/c unless detailed otherwise Proper attachment and positioning of lateral bracing Is required to achieve member stability. Applicable calculations are based on NDS. - aWr1110 Loads to 5 pporta(titi) Supports Total Available Regrdrtd Dead door ive Total Aeceseorles A- I-Stud wall-SPF 3.50" 2.25" 1.50" 376 834 1210 1 1/4"Rim Board 2-Stud wall-SPF 3.50" I 2.25" 1.50" 376 834 1210 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live r Loads Location(side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 12'B 3/4" N/A 100 1-Uniform(PSF) 0 to 12'10"(Front) 3'3" 15.0 40.0 Residential-Living Areas Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywV.com/services/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building-For Permit Calc Print.4te (206)332-1900 arniller@dci-engineers.com Page 22 of 28 .I F 0 R T E MEMBER REPOR' Amenities Bldg,Bm at bw patio and bldg PASSED 1 piece(s) 5 1/d"x 10 1/2" 24F-V4 DF Glulam Page WG-26 of 53 Overall Length: 10'g" 0 _ 0 10'2" 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4237 @ 2" 4901(2.25") Passed(86%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3383 @ 1'2" 9507 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 10903 @ 53 1/4" 18834 Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.146 @ 5'4 1/2" 0.260 Passed(L/857) - 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.239 @ 5'4 1/2" 0.521 Passed(L/522) 1.0 D+1.0 L(All Spans) • Deflection criteria:ILL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at So'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'5". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing — Loads to Supports(Ibs) - Supports Total Avallabte RegWred Deed floore Total Accessories Stud wall-SPF 3.50" 2.25" 1.95" 1685 2634 4319 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1.95" 1685 2634 4319 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. i Tributary Dead Floor Live Loads Location(side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 10'7 3/4" N/A 13.1 1-Uniform(PSF) 0 to 10'9"(Front) 3'3- 15.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 10'9"(Front) 9' 28.0 40.0 Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woGdbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rorte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5-1, Design Engine:V6.5.1 A DCI Engineers All Building For Permit Calc Print 4te (206)332-1900 amiller@dci-engineers.com Page 23 of 28 MEMBER REPOP- Amenities Bldg, Short bm at edge of patio PASSED �) F O R T E . i pieces) 4. _2 Douglas Fir-Larch No. 2 Page WG-27 of 53 Overall Length: 10'9" + U 0 f 0'2" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Deli n Results Actual•Location Allowed ReWR LDF Load.Combination(:•darn) System:Floor Member Reaction(Ibs) 439 @ 2" 3347(2.25") Passed(13%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 345 @ 1'2 3/4" 4725 Passed(7%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1130 @ 5'4 1/2" 6091 Passed(19%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.021 @ 5'4 1/2" 0.260 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.033 @ 5'4 1/2" 1 0.521 Passed(L/999+) 1.0 D+1.0 L AII Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6 112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NOS. ((�� Searing Loads to Suppolrtr(Ibs) Supports; Total Available Required Dead � Total A, 1-Stud wall-SPF 3.50" 2.25" 1.50" 160 207 1 447 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 160 287 447 1 1/4"Rim Board • Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed i Tributary Dead Flow Uve Loads Location(Side) MRdth I (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 10'7 3/4" N/A 10.0 1-Uniform(PSF) 0 to 10'9"(Front) 1'4" 15.0 40.0 Residential-LivingAreas Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.wDodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible wlth the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainabie forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-13B7 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator _ Job Notes 6/14/2016 9:25:56 AM - - - Forte v5.1, Design Engine:V6.5.1.1 Aaron Miller DCI Engineers All Building-For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 24 Of 28 MEMBER REPOR` Amenities Bldg,Long bm(edge of patio) PASSED 4 F O R T E ' 1 plece(s) 5 1/1" x 11 7/8" 24F-V4 DF Glulam Page WG-28 of 53 Overall Length:23'1" 0 0 22'6" 0 All locations are measured from the outside face of left support(or left cantilever end),AII dimensions are horizontal.;Drawing is Conceptual Desl n Results Actual•Location Allowed Result LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 2226 @ 2" 5259(2.25") Passed(42%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1997 @ V 3 3/8" 11539 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 12591 @ 11'5 1/4" 25493 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.567 @ 11'6 1/2" 0.569 Passed(L/481) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.849 @ 11'6 1/2" 1.138 Passed(_L/322) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 22'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 0.99 that was calculated using length L=22'9". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. — — - - asering Leads to Supports(llbs) supports Total Available Required Dead �e Total Accessories -Stud wall-SPF 3.50" 2.25" 1.50" 744 1500 2244 1 1/4"Rim Board Stud wall-SPF 3.50" 2.25" 1.50" 744 1500 2244 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Loads Location(side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 22'11 3 4" N/A 15.9 1-Uniform(PSF) 0 to 23'1"(Front) 3'3" 15.0 40.0 Residential-Living Areas Member Notes Edge of community room Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywV.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building___For Permit Calc PrintAte (206)332-1900 amiller@dci-engineers.com Page 25 of 28 MEMBER REPOR"r Amenities Bldg,Bm at bw patio and bldg 2 PASSED .I F 0 R T E 1 pieces) 4. .2 Douglas Fir-Larch No. 2 Page WG-29 of 53 Overall Length: 10'9" + e o 10'2" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location AOotived Result LDF I A C*MbbU tlen(pattern) System:Floor Member Reaction(Ibs) 1473 @ 2" 3347(2.25") Passed(44%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear Ibs 1158 @ V 2 3/4" 4725 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3789 @ 5'4 1/2" 6091 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC 2009 Live Load Defl.(in) 0.073 @ 5'4 1/2" 0.260 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.111 @ T 4 1/2" 0.521 Passed(L/999+) I — 1.0 D+1.0 L All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Loads to support(66) supports Total Avallab% Required Dead Lin LOOT Toll Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 515 985 1500 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 515 985 1500 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied dlrertly ahnvr It,hypasging the member being designed. Tributary Dead Floor Uwe Loads LMillon(Side) VAdth (0.90) (1.001 Comments 0-Self Weight(PLF) 1 1/4"to 10'7 3/4" N/A 10.0 1-Uniform(PSF) 0 to SO'9"(Front) 3'3" 15.0 40.0 Residential-LivingAreas 2-Uniform(PSF) 0 to 10'9"(Front) 1'4" 28.0 40.0 Member Notes Next to Community Room Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CDdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by forte Software Operator Forte Software Operator Job Notes 6/1 4/201 6 9:25:56 AM Aaron Miller — -- -- Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print.4te (206)332-1900 amiller@dci-engineers.com Page 26 Of 28 I %T O R T E MEMBER REPOR' Amenities Bldg,Bm holding sawtooth roof PASSED 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Page WG-30 of 53 Overall Length:7'7" 0 0 T All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Loudon Allowed Result LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 1309 @ 2" 3347(2.25") Passed(39%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 910 @ 1'2 3/4" 5434 Passed(17%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2332 @ 3'9 1/2" 7004 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.020 @ T 9 1/2" 0.181 Passed(L/999+) -- 1.0 D+1.0 S(AII Spans) Design Methodology:ASD Total Load Defl.(in) 0.033 @ 3'9 112" 0.363 Passed(L/999+) — 1.0 D+1.0 S(AA Spans) •Deflection criteria:LL(L/480)and TL(1./240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS r Bearing loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Aaeesories 1-Stud wall-SPF 3.50" 2.25" 1.50" 527 818 1345 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 527 818 1345 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Snow Loads Location(Side) width (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 7'5 3/41' N/A 10.0 1-Uniform(PSF) 0 to 7'7"(Front) 6'7 1/2" 15.0 25.0 Residential-Living Areas /� Weyerhaeuser Notes � l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woGdbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Corte software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Miller —� Forte v5.1,Design Engine:V6.5.1.1 DCI Engineers All Building For Permit Calc Print4te (206)332-1900 amiller@dci-engineers.com Page 27 of 28 MEMBER REPORY Amenities Bldg,Bm holding sawtooth roof(mid) PASSED it F d R T E i piece(s) 4. .2 Douglas Fir-Larch No. 2 Page WG-31 of 53 Overall Length:8'1" + + o u 7-6- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal,;Drawing is Conceptual Design Results Actual D Location Allowed Result LDF Load:combbtation(Pattern) System:Floor Member Reaction(Ibs) 2343 @ 2" 3347(2.25") Passed(70%) -- 1.0 D+1.0 S(AII Spans) Member Type:Flush Beam Shear(Ibs) 1673 @ 1'2 3/4" 5434 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 4467 @ 4'1/2" 7004 Passed(64%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.045 @ 4'1/2" 0.194 Passed(L/999+) -- 1.0 D+1.0 S(AA Spans) Design Methodology:ASD Total Load Defl.(in) 0.073 @ 4'1/2" 0.367 Passed(L/999+) -- 1.0 D+1.0 S All Spans j •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 7'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing — Loads to Supports(ibs) sup its Total Available RegWntgl Dead Show I Total Aoaaeolrles 1-Stud wall-SPF 3.50" 2.25" 1.57" 926 1478 2404 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.57" 926 1478 2404 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Irdbutary Dead Snow Loads Location(Side) width (0.90) (1.15) comments 0-Self Weight(PLF) 1 1/4"to 7'11 3/4" N/A 10.0 1-Uniform(PSF) 0 to 8'1"(Front) 14'7 1/2" 15.0 25.0 Residential-Living Areas Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser Ilterature for installation details. (www.woGdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-13B7 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/4_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/14/2016 9:25:56 AM Aaron Millor Forte v5.1, Design Engine:V6.5.1.1 LDIC311'En'ineemo All BuildingFor Permit Calc Print.4te )332190er@n dci-engineers.com Page 28 of 28 it F O R T E ' JOB SUMMARY R RT a WG-32 of 53 Building A Upciuce_6-14-16 without Amenities and S4.light.4teag -2nd Floor framing plan Member Name Results Curred Solution Comments t x 10 typ at deck Passed 1 Plece(s)6 x 10 Douglas FIr-Larch No.2 I .btw A4 and A5 Passed 1 Piece(s)5 1/4"x 9 1/4"2.0E Parallam®PSL sL btw,A6 and A7 Passed 1 Plece(s)5 1/4"x 9 1/4"2.0E Parallam®PSL 6x10 btw A6 and A7 Passed 1 Plece(s)6 x 10 Douglas Fir-Larch No.2 small 640 btw A6 and A7 Passed 1 Piece(s)6 x 10 Douglas FIr-Larch No.2 Copy of small 640 btw A6 and A7 Passed 1 Piece(s)6 x 10 Douglas Flr-Larch No.2 Bm:stairs Passed 1 Plece(s)6 3/4"x 12"24F-V4 DF Glulam Bm btw A2 and A3 Passed 1 Piece(s)5 1/8"x 12"24F-V4 DF Glulam Horiz Bm btw A2 and A3 Passed 1 Piece(s)5 1/4"x 9 1/4"2.0E Parallam®PSL Bm btw A2 and A3 Passed 1 Piece(s)7"x 9 1/4"2.0E Parallam®PSL l .orte Software operator Job Notes 6/14/2016 9:11:23 AM Aaron Miller Forte v5.1,Design Engine:V6.5.1.1 DCI Engineers Building A Update 6-14-16 without Amenities and (206)332-1900 Sk ll ht.4te amiller@dci-engineers.com y g — - - - - --— ...-- Page 1 of 11 MEMBER REPORT Building A-2nd Floor framing plan, 6 x 10 typ at,4^e%k PASSED it F 0 R T E 1 piece(s) 6. .0 Douglas Fir-Larch No. 2 Page WG-33 of 53 Overall Length: 13'7" 4- + u I 13' a o All locations are measured from the outside face of left support(or left cantilever end),AII dimensions are horizontal.;Drawing is Conceptual Desi n ReSut� Adval O Lotatlon Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1493 @ 2" 5259(2.25") Passed(28%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1274 @ 1'1" 5922 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4899 @ 6'9 1/2" 6032 Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.190 @ 6'9 1/2" 0.331 Passed(1-/837) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.303 @ 6'9 1/2" 0.663 Passed(U525) - 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):Al compression edges(top and bottom)must be braced at 13'4 1/2"o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NOS Bearing LoadafOSujzports(!ba) — i Supports TofsB AvaOame ReWred Dead Floor Totallive Aoaeeorlee 1-Stud wall-SPF 3.50" 2.25" 1.50" 564 951 1515 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 564 951 1S15 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Loads Lmllim(Side) llVldth (0.00) (L00) Comments 0-Self Weight(PLF) 1 1/4"to 13'5 3/4" N/A 13.2 1-Uniform(PSF) 0 to 13'7"(Front) 3'6" 20.0 40.0 Residential-LivingAreas Weyerhaeuser Notes 1} SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser IlLerature for installation detalls. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software Operator Job Notes 6/14/2016 9:1 1:23 AM --Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update-6-14-16 without Amenities and (206)332-1900 Skylight 4te amiller@dci-engineers.com Page 2 of 11 it F 0 R T E MEMBER REPOR' Building A-2nd Floor framing plan, PSL btw A4 a 5 PASSED 1 plece(s) 5 1/4" x 9 1/4" 2.0E Parallam® PSL Page WG-34 of 53 Overall Length:8'9" 0 0 8'2' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3622 @ 2" 5020(2.25") Passed(72%) - 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2810 @ 1'3/4" 9389 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) J, Building Use:Residential Moment(Ft-Ibs) 7511 @ 4'4 1/2" 18623 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.090 @ 4'4 1/2" 0.210 Passed(L,/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.156 @ 4'4 1/2" 0.421 Passed(L/647) 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L,/480)and TL(1-1240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Searing Loads t0 Supports(Ibs) Supports Total Available Required Dead lour Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.62" 1565 2144 3709 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.62 1565 2144 3709 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live bads Location(side) Wldth (0.90) (1.00) comments 0-Self Weight(PLF) 1 1/4"to 8'7 3/4" N/A 15.2 1-Uniform(PSF) 0 to 8'9"(Front) 12'3" 28.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woDdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser faclllties are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeRepDrts.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers ,orte Software Operator Job Notes 6/14/2016 9:11:23 AM Aaron Muller — - Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update_6-14-16 without Amenities and (206)332-1900 amillerC@dci-engineers.com Skylight 4te - - - Page 3of11 1 MEMBER REPOP— Building A-2nd Floor framing plan, PSL btw A6-,a.A7 PASSED F O R T E i piece(s) 5 . - 4" x 9 1/4" 2.0E Parallam® PSL Page WG-35 of 53 Overall Length: 11'7" U 0 - 11' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontaI.;Drawing is Conceptual Desi n Results Actual D Location Allowed Result LDF Load:Combination(Pattem) l System:Floor Member Reaction(Ibs) 4565 @ 2" 5020(2.25") Passed(91%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3796 @ 1'3/4" 9389 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 12698 @ 5'9 1/2" 18623 Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.258 @ 5'9 1/2" 0.281 Passed(L/522) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.448 @ 5'9 1/2" 0.563 Passed U301) 1.0 D+1.0 L 1Spans) - •Deflection criteria:LL(L/480)and TL(IJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. - — &laun9 — IlaaAsmSepporb(Ibs) --- SuNwrts Total AtraNable Rwdred Dead Meer 7ota1 AEeaisorles 1-Stud wall-SPF 3.50" 2.25" 2.05" 1964 2683 1 4647 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 2.05" 1964 2683 4647 1 1/4"R m Board • Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Trumd-V Dead Floor Live -, Loads Location(side) Wldth (0.90) (1.00) COmmero ` 0-Self Weight(PLF) 1 1/4"to 11'5 3/4" N/A 15.2 1-Uniform(PSF) 0 to 11'7"(Front) 11'6 15/16" 20.0 40.0 Residential-Living Areas Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation detalls. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash blocks)are not designed by this software.Use of Uils suftware 6 not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 10C ES under technical reports ESR-1153 and ESR-1387 aril/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software operator Job Notes 6/14/2016 9:1 1:23 AM Forte v5.1, Design Engine:V6.5.1.1 Aaron Miller Dcl Engineers Building A Update_6-14-i6 without Amenities and (206)332-1900 Skylight.4te amiller@a dci-engineers.com Page 4 of 11 �I F 0 R T E MEMBER REPOR'' ' Building A-2nd Floor framing plan, 6x10 btw A6 47 PASSED 1 piece(s) 6 x JLO Douglas Fir-Larch No. 2 Page WG-36 of 53 Overall Length:6'1" 0 0 5-6- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual•Location I Allowed Result LDF Load:Combination(pattern) System:Floor Member Reaction(Ibs) 2220 @ 5'11" 5259(2.25") Passed(42%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1436 @ 5' 5922 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2939 @ 3'2 1/2" 6032 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.019 @ 3'15116" 0.144 Passed(L,/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.034 @ 3'7/8" 0.287 Passed(L/999+) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 5'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on NDS. --- —Gearing Loads to Supports(Ibs) -- Supports Total Awllable Required Dead LiveTotal Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 762 1032 1794 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 971 1331 2302 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location(side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 5'11 3/4" N/A 13.2 1-Uniform(PSG 0 to 2'3 lJ2" 6'7 1/2" 28.0 40,0 Residential-Living Front ,areas 2-Uniform(PSF) 2'3 i/2Front6'"to 1' 11'6 15/16" 28.0 40.0 Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this cakWation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://,Aww.woodbywy.com/services/s_CodeRepoas.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers .orte Software Operator Job Notes 6/1 4/201 6 9:11:23 AM Aaron Miller _ — -- Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update_6-14-16 without Amenities and 332-1900 amili v— amiller@dci-engineers.com Skyllght.4te - - - -- - -- -- . Page 5 of 11 MEMBER REPORT Building A-2nd Floor framing plan,small 6x10 bb,-46 and Az PASSED �I F 0 R T E Page WG-37 of 53 1 piece(s) 6, J Douglas Fir-Larch No. 2 Overall Length:G'1" 0 -- 5'6' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual o location Allowed Result tDF Load:Combination(Pattern) system:Floor Member Reaction(Ibs) 2311 @ 2" 5259 2.25") Passed(44%) — 1.0 D+1.0 L(All Spans) Member Type Flush Beam Shear(Ibs) 1541 @ 1'1" 5922 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3251 @ 3'1/2" 6032 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.022 @ 3'1/2" 0.144 Passed(U999+) — 1.0 D+1.0 L(All Spans) Design Mcthodology:ASD Total Load Defl. in 0.038 @ 3'1/2" 0.287 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):AII compression edges(top and bottom)must be braced at 5'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. -- oaerinp Loads is supports(1bs) - sufforb Total I Avslliable (te0ulred Dead �e Toad Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 1008 1304 I 2392 1 1/4"Rim Board 2-Stud wall-SIDE 3.50"' 2.25" 1.50" 100B 1384 1 2392 1 1/4"Rim Board Film Board is assumed to carry all loads applied directly above it,bypassing the member being designed. ` TrlbutarV Dead Floor Uwe \ Loads Loatlon(side) VA&h Magill) (3.00) Com 0-Self Weight(PLF) 1 1/4"to 5'11 3/4" N/A 13.2 Y 1-Uniform(PSF) 0 to 6'1"(Front) 11'4 1/2" 28.0 40.0 Residential-Living Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.wGodbywy.com)Accessories(Rlm Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software Operator Job Notes 6/14/2016 9:1 1:23 AM — - - Forte v5.1, Design Engine:V6.5.1.1 Aaron Miller DCI Engineers Building A Update_6-14-16 without Amenities and (206)332-1900 Skylight.4te amiller@dci-engineers.com Page 6 of 11 it F 0 R T E MEMBER REPOR" Building A-2nd Floor framing plan, Copy of small J btw A and AZ PASSED 1 piece(s) 6 x i0 Douglas Fir-Larch No. 2 age WG-38 of 53 Overall Length:7'10" 0 0 r 7 3 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual De sign Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor ber Reaction(Ibs) 2222 @ 2" 5259(2.25") Passed(42%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam (Ibs) 1651 @ 1'1" 5922 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential ent(Ft-Ibs) 4097 @ 3'11" 6032 Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Load Defl.(in) 0.047 @ 3'11" 0.188 Passed(LJ999+) -- 1.0 D+1.0 L(AII Spans) Design Methodology:ASD Load Defl.(in) 0.081 @ 3'11"_ 0.375 Passed(LJ999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 7'7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability, •Applicable calculations are based on NDS. Bearing — Loads to Supports(Ibs) Supports Total Available Requlrod l Dead Dove Total Aooessodas 1-Stud wall-SPF 3.50" 2.25" 1.50" l 969 1312 2281 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 969 1312 2281 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Loads Location(Side) width (0.90) (1,00) Comments 0-Self Weight(PLF) 1 1/4"to TB 3/4" N/A 13.2 1-Uniform(PSF) 0 to 7'10"(Front) 8'4 1/2" 28.0 40.0 Residential-Living Areas Weyerhaeuser(Notes __ l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywV.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers orte Software Operator Job Notes 6/1 4/201 6 9:11:23 AM Aaron Miller -- ---- ---- Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update 6-14-16 without Amenities and (206)332-1900 Sk b ht.4te amiller@adci-engineers.com Y 9 Page 7 of 11 MEMBER REPUP- Building A-2nd Floor framing plan,Bm:stairs PASSED ail F O R T E ' 1 piece(s) 6 , - " x 12" 24F-V4 DF Glulam Page WG-39 of 53 Overall Length:12'10" + IF 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6321 @ 2" 6455(2.25") Passed(98%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 5132 @ V 3 112" 14310 Passed(36%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 19558 @ 6'3 3/4" 32400 Passed(60%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2015 Live Load Dell.(in) 0.229 @ 6'5" 0.313 Passed(L/656) — 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.314 @ 6'5" 0.625 Passed(L/477) — 1.0 D+1.0 L(All Spans) •Deflection criteria:ILL(L/480)and TL(U240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'7 1/2"o/c unless detailed otherwise.Proper attachment and poslboning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'6". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam Is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NOS. eeariny Lwds to Suppxuts(Ibs) Supports Total AvaBable Required Dead Floor i Total Acceawdes I Live 1-Stud wall-SPF 3.50" 2.25" 2.20" 1750 4673 6423 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 2.2n" 1750 4673 6423 1 114"Rim Board -Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location(Side) width (0.90) (1,00) Comments 0-Self Weight(PLF) 1 1/4"to 12'8 3/4" N/A 19.7 1-Uniform(PSF) 0 to 12'10"(Front) 1'4" 28.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 12'10"(Front) 6'9' 32.0 100.0 Weyerhaeuser Notes l`SUSTAINABLE FORESTRY INITIAI IVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.wGodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC FS under technical reports ESR-1153 and ESR 1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software operator Job Notes 6/14/2016 9:1 1:23 AM Aaron Miller Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building A Update 6-14-16 without Amenities and (206)332-1900 Skylight.4te smNlei�dd-eh(jlRBerS.00rn --- — - ------ --- ---- - — Page 8 of 11 %1 F O R T E MEMBER REPOR' ' Building A-2nd Floor framing plan,Bm btw A2 al ) PASSED 1 piece(s) 5 1/d" x 12" 24F-V4 DF Glulam Page WG-40 of 53 Overall Length: 15'8" 0 — o I 14'9" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result Li Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6506 @ 4" 9257(4.25") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 5366 @ 1'5 1/2" 10865 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(R-Ibs) 23674 @ 7'8 3/4" 24600 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.254 @ 7'10" 0.375 Passed(L/708) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.722 @ 7'10" 0.750 Passed(L/249) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Li All compression edges(top and bottom)must be braced at 15'5 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=15'. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam Is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NOS f - Bearing Loads to Supports(1bs) —- SupportsFloor Total Available Requlred dead Live Live Total Accessories Stud wall-SPFy 5.50" 4.25" 2.99" 4268 2324 586 1 7180 1 1/4"Rim Board IStud wall-SPF 5.50" 1 4.25" 2.99" 4268 2324 588 7180 1 1/4"Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tributary Dead Floor Live Roof Llve Loads Location(Side) Width (0.90) (1.00) (non-al 1.25) Conuinal 0-Self Weight(PLF) 1 1/4"to 15'6 3/4" N/A 14.9 1-Uniform(PSF) 0 to 15'8"(Front) 7'5" 28.0 40.0 Residential-Living Areas wall weight for 18.25 2-Uniform(PLF) 0 to 15'B"(Front) N/A 277.5 - - ft of wall 3-Uniform(PSF) 0 to 15'8"(Front) 3' 15.0 25.0 outrigger+roof weyerhaeusef Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professlonal as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywV.com/services/s-CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers orte Software Operator Job Notes 6/14/2016 9:1 1:23 AM Aaron Miller — - Forte v5.1, Design Engine:V6.5.1.1 DCI Engineers Building Update 6-14-16 without Amenities and (206)332-1900 amiller@dci-engineers.com Skylight.4te Page 9 of 11 MEMBER REPOP! Building A-2nd Floor framing plan, Honz Bm btw "O and A3 PASSED :9I F O R T E 1 piece(s) 5 . _ 4" x 9 1/4" 2.0E Parallam® PSL Page WG-41 Of 53 Overall Length:9'11" 0 0 9'4" 0 5 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Deal n Results Actual•Location Allowed Itesult LDF Load:Combinedon(Pattem) System:Floor Member Reaction(Ibs) 3523 @ 2" 5020(2.25") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2828 @ 1'3/4" 9389 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 8332 @ 4'11 1/2" 18623 Passed(45%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.072 @ 4'11 1/2" 0.240 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Deft.(in) 0.219 @ 4'11 1/2" 0.479 Passed(U526) 1.0 D+1.0 L(All Spans) • Deflection criteria:ILL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'8 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. -- aeadey L.alds to SoppoMt f ft) Supports Totel Avellame Required Dad Live Total Aocessorles 1-Stud wall-SPF 3.50" 2.25" 1.58" 2404 1193 3597 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" I 1.58" 2404 1193 3597 1 1/4"Rim Board • Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Tmm tsry Dead FIW Uve Lands Location(side) width (0.90 f) (1.00) Commenb 0-Self Weight(PLF) 1 1/4"to 9'9 3/4" N/A 15.2 1-Uniform(Psr) 0 to 9'11"(front) 77 1/2" 20.0 25.0 R e Sential-Living Ar wail weight for 18.z5 2-Uniform(PLF) 0 to 9'11"(Front) N/A 277.5 - ft of wall Weyerhaeuser HoW 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servlces/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by DCI Engineers Forte Software operator Job Notes 6/14/2016 9:11:23 AM Forte v5.1,Design Engine:V6.5.1.1 Aaron Miller i DCI Engineers Building A Update_6-14-16 without Amenities and (206)332-1900 Skylight.4te amiller@dci-engineers.com L Page 10 of 11 T 0 R T E MEMBER REPOR' Building A-2nd Floor framing plan,Bm btw A2 ai 3 PASSED 1 piece(s) 7"x 9 1/4" 2.0E Parallam® PSL Page WG-42 of 53 Overall Length: 13'7" o - o 13' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 5250 @ 13'5" 6694(2.25") Passed(78%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 4815 @ 12'6 1/4" 12518 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 20190 @ 8'6" 24831 Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.201 @ 6'9 1/2" 0.331 Passed(L/789) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.666 @ 7 3/16" 0.663 Passed(L/239) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:ILL(L/480)and TL(L/240). •Bracing(Lu):AII compression edges(top and bottom)must be braced at 13'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Roaring Loads to Supports(Ibs) — Supports Total Available Required Floor I I Dead til— Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 2655 1732 4387 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.76" 3564 1732 5296 1 1/4"Rim Board •Rlm Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor live bads Location(side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to IT 5 3/4" N/A 20.3 1-Uniform(PSF) 0 to 13'7"(Front) 6'4 1/2" 28.0 40.0 Residential'-Living Areas reaction from 2-Point(lb) 8'6"(Front) N/A 3523 horizontal bm btw A2 and A3 Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the slung of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReparts.aspx. The product application,input design loads,dimensions and support information have been provided by DC1 Engineers orte Software operator Job Notes 6/14/2016 9:11:23 AM Aaron Miller Forte v5.1,Design Engine:V6.5.1.1 I DCI Engineers (20 Building A Update 6-14-16 without Amenities and I amiller@dci-engineers.com Skyh'ght.4te L- - - - _—_ _� Page 11 of 11 HDO �3 F,oject No. Sheet No. en � ineERs {6vlt-Om75 0 Project Date �f�CLcc �7 Subject BY Cj(V1h,.rv11✓ tam �i2i7 CBC _. 5,5)(15 r5t) * ((g,7s'X�g �h) + t;15')(IZ Psf� 788 pt,F '(o P5p� w,T 1676 PtF M` (1626 gtrY FT)a 3Sgo6 I`r4 0 l95e P5t SINX(6 laxl? /,;G- ns433,%J Av ®Y Sxi�` (�Sq r-r-tv rz n' z CNW,,NA�Y '�PlK 1r ya PSt~ P-►e' °4I Ply IkA Z 2. r� 6.0l x icy C� M Dp 1�&0-L 30, laaw' too Qu AID ��o� � 6q 61,o ec nD,n�ic�t,� Z Nom O`D C I Project No. Sheet No. EnCinEeRs �(�oll-0075 Project Date Subject By woo o GR4v 17/ Aim („�25T C1�Se c�NrT s�PaRRTNn� W�11 OT LZ�Z a�os� eiZ -5W P s PRCAOW OOr w��r C(�5c- any �ftiw� loll 16, l V\ slbf) S f IwLS wrf Page WG-45 of 53 E)0 c I Project No: Sheet No: EnGineeRS 16011-0075 Project; Date: Park 77 06/14/16 I Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUD ID: J9 FT 2x4 INT Effective Stud Length, L, = 9.00 ft Stud Design Type = Sawn Lumber(2-4 thick) Effective Stud Length, LZ= 1.00 ft Species and Grade= Doug Fir No. 2 �~ Stud Depth, d, = 3.50 in Fb a 850 psi Stud Width,dz= 1.50 in Fc= 1,350 psi Factored Stud Axial Load- 1840.0 lb Fe(perp)= 625 psi Factored Lateral Load- 5.00 psf E= 1,600,000 psi Stud Spacing - 16.0 in Em;n= 580,000 psi L/A allowable= 240LL� Gravity Duration Factor(Co)- 1.00 Wind/Seismic Duration Factor(Co) = 1.60 Slenderness Limit• 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 30.86 Fb Wet Service(CM) = 1.00 Fc perp Wet Service(CM) = 1.00 Slenderness Ratio- 30.86 Slenderness O.K. Ervin Wet Service(CM) = 1.00 Temp Factor(CJ - 1.00 c= 0.8 Fc Size Factor(Cf) = 1.15 Cp= 0.297 Fb Size Factor(Cf) = 1.50 Moment,M- 67.5 lb-ft Fb Repetitive Member Factor(Cr)= 1.15 fb= 264.5 psi Bearing Area(Cb) - 1.25 FcE= 500.71 E.;„ - 580,000 psi fc= 350.5 psi Fc*= 1,553 psi Fb*= Z,346 psi F c perp ' 781 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)2+fb/[Fb' ( 1 -fc/FcEt) ] < 1.0 0.576 + 0.376 = 0.952 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)- 350.5 psi <Fc(perp)', Bearing O.K. 45% Out of Plane Wall Deflection o - 0.11 in L/A = 941.02 OK _ Page WG-46 of 53 DC I Project No: Sheet No: r= nGIrIEERS 1 601 1-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUD ID: 19 FT 3x4 INT Effective Stud Length,L, - 9.00 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length,LZ= 1.00 ft Species and Grade= Doug Fir No. 2 Stud Depth, d, = 3.50 in Fb= 850 psi Stud Width,dZ - 2.50 in Fr= 1,350 psi Factored Stud Axial Load= 3300.0 lb Fc(pefp)= 625 psi Factored Lateral Load= 5.00 psf E= 1,600,000 psi Stud Spacing = 16.0 in Emin- 580,000 psi L/e allowable= 240 Gravity Duration Factor(CD) = 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit= 50 F.Wet Service(Cm) = 1.00 Slenderness Ratio 1 = 30.86 Fb Wet Service(CM) = 1.00 F,perp Wet Service(Ca) = 1.00 Slenderness Ratio= 30.86 Slenderness O.K. E,1,Wet Service(CM) = 1.00 Temp Factor(CJ = 1.00 c= 0.8 F.Size Factor(CF)= 1.15 Cp- 0.297 Fb Size Factor(Co) = 1.50 Moment, M= 67.5 lb-ft Fb Repetitive Member Factor(Cr) - 1.15 fb= 158.7 psi Bearing Area(Cb) = 1.15 FcE- 500.71 Emiri = 580,000 psi fc= 377.1 psi Fe*= 1,553 psi Fb*= 2,346 psi F c perp = 719 psi Combined Loading (Per 2005 NDS Section 3.9) (f'./F`c)Z+ fb/[Fb' ( 1 -fc/FEI) ] < 1.0 = 0.667 + 0.274 0.942 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 377.1 psi <Fc(perp)', Bearing O.K. 52% Out of Plane Wall Deflection A= 0.07 in L/0 = 1568.36 OK �IDCI Page WG-47 of 53 Project No: Sheet No: E n G i n E ER s 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUD ID: 19 FT 2x6 INT Effective Stud Length, L, - 9.00 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length, LZ= 1.00 ft Species and Grade= Doug Fir No. 2 Stud Depth,d, = 5.50 in Fb- 850 psi Stud Width, dZ a 1.50 in F,= 1,350 psi Factored Stud Axial Load= 6400.0 lb Fc(perp)- 625 psi Factored Lateral Load= 5.00 psf E= 1,600,000 psi Stud Spacing= 16.0 in Emin= 580,000 psi L/e allowable= 240 Gravity Duration Factor(Co)= 1.00 Wind/Seismic Duration Factor(Co)= 1.60 Slenderness Limit= 50 F�Wet Service(CM) - 1.00 Slenderness Ratio 1 = 19.64 Fb Wet Service (CM) - 1.00 F,,.,p Wet Service (CM) _ 1.00 Slenderness Ratio= 19.64 Slenderness O.K. Ervin Wet Service(CM) = 1.00 Temp Factor(C,) - 1.00 c= 0.8 F.Size Factor(Cf) = 1.10 Cp= 0.625 Fb Size Factor(Cf) = 1.30 Moment, M= 67.5 lb-ft Fb Repetitive Member Factor(C,) = 1.15 fb- 107.1 psi Bearing Area (Cb) = 1.25 FcE= 1236.45 Em1„= 580,000 psi fe a 775.8 psi FC*= 1,485 psi Fb*= 2,033 psi F c perp'- 781 psi Combined Loading(Per 2005 NDS Section 3.9) (f'./F'.)z+ fb/[Fb' ( 1 -fc/Fr.E1)] < 1.0 = 0.699 + 0.141 = 0.841 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 775.8 psi <Fc(perp)', Bearing O.K. 99% Out of Plane Wall Deflection 0 = 0.03 in L/A = 3651.58 OK Page WG-48 of 53 —. D C I Project No: Sheet No: irnGini= ERS 16011-0075 Project: Date: Park 77 06/14/16 Subject: By. WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS AEM STUD ID: 19 FT 2x6 EXT Effective Stud Length,L, = 9.00 ft Stud Design Type= Sawn Lumber(2-4 thick) Effective Stud Length,L2= 1.00 ft Species and Grade= Doug Fir No.2 Stud Depth,d, - 5.50 in Fb= 850 psi Stud Width,d2= 1.50 in Fe= 1,350 psi Factored Stud Axial Load= 5650.0 lb Ft(per<,)= 625 psi Factored Lateral Load- 17.10 psf E= 1,600,000 psi Stud Spacing- 16.0 in E.[.= 580,000 psi L/A allowable= 240 Gravity Duration Factor(CD)= 1.00 Wind/Seismic Duration Factor(CD) = 1.60 Slenderness Limit- 50 Ft Wet Service(CM) - 1.00 Slendemess Ratio 1 = 19.64 Fb Wet Service(CM) = 1.00 Ft peril Wet Service(CM) = 1.00 Slenderness Ratio= 19.64 Slenderness O.K. E,,,;,,Wet Service(CM)w 1.00 Temp Factor(C,) = 1.00 c= 0.8 Ft Size Factor(Cf) = 1.10 Cp= 0.625 Fb Size Factor(Cf) = 1.30 Moment,M- 230.9 lb-ft Fb Repetitive Member Factor(Cr) = 1.15 fb= 366.3 psi Bearing Area(Cb) = 1.25 FCC= 1236.45 Emfn = 580,000 psi ft= 684.8 psi Ft* 1,485 psi Fb* = 2,033 psi F aperp ' = 781 psi Combined Loading (Per 2005 NDS Section 3.9) (f't/F't)Z +fb/[Fe ( 1 -fC/FtE,) ] < 1.0 = 0.545 + 0.404 = 0.949 <1.0, ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. ft(perp)' 684.8 psi <Fc(perp)', Bearing O.K. 88% Out of Plane Wall Deflection a@ 0.10in L/e = 1067.71 OK Page WG-49 of 53 DC 1 Project No: Sheet No: EnGinEERs 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: lExterior Stair Post Effective Stud Length, L, = 15.00 ft Column Design ~l Type= Post&Timbers(54&larger) Effective Stud Length, Lz- 1.00 ft Species and Grade= Doug Fir No. 1 Stud Depth, d, = 5.50 in Fb= 1,200 psi Stud Width, dZ= 5.50 in Fc= 1,000 psi Factored Stud Axial Load= 10500.0 lb Fc(peril)= 625 psi Factored Lateral Load- 13.59 psf E= 1,600,000 psi Stud Spacing= 5.5 in Emin= 580,000 psi L/a allowable= 240 Gravity Duration Factor(CO) = 1.00 Wind/ Seismic Duration Factor(CD) = 1.60 Slenderness Limit- 50 Fc Wet Service (CM) = 1.00 Slenderness Ratio 1 = 32.73 Fb Wet Service (CM) = 1.00 Slenderness Ratio 2 = 2.18 Fc pefp Wet Service (CM) = 1.00 Slenderness Ratio 32.73 Slenderness O.K. Emin Wet Service(CM)= 1.00 Temp Factor(Ct)= 1.00 c= 0.8 Fc Size Factor(Cf) = 1.00 Cp= 0.394 Fb Size Factor(Cf) = 1.00 Moment, M= 175.2 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 75.8 psi Bearing Area(Cb) = 1.00 FcE= 445.12 Emin'= 580,000 psi fc= 347.1 psi Fc*= 1,000 psi Fb*= 1,920 psi fc= 347.1 psi F a Pero' = 625 psi Fc' = 393.9 psi fc<Fc', compression OK Combined Loading(Per 2005 NOS Section 3.9) (f'c/F'c)z+fb/[Fe ( 1 -fc/FcE,) ) < 1.0 = 0.776 + 0.179 - 0.956 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(pe,p)= 347.1 psi <Fc(perp)', Bearing O.K. 56% Out of Plane Wall Deflection 0 = 0.06 in L/A = 3095.38 OK Page WG-50 of 53 DC1 Project No: Sheet No: w0` E nCSIn6E=- R 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: Exterior Balcony Post Effective Stud Length, L, = 10.00 ft Column Design Type= Post&Timbers(5x5&larger) Effective Stud Length,L2- 1.00 ft Species and Grade= Doug Fir No. 1 Stud Depth, d, = 5.50 in Fb- 1,200 psi Stud Width,d2= 5.50 in Fc= 1,000 psi Factored Stud Axial Load- 18500.0 lb Fc(perp)= 625 psi Factored Lateral Load- 13.S9 psf E= 1,600,000 psi Stud Spacing= 5.5 in Emin= 580,000 psi L/A allowable= 240 Gravity Duration Factor(CD)- 1.00 Wind/Seismic Duration Factor(Co)= 1.60 Slenderness Limit= 50 Fc Wet Service(CM) = 1.00 Slenderness Ratio 1 = 21.82 Fb Wet Service (CM) = 1.00 Slenderness Ratio 2= 2.18 Feperp Wet Service(CM) = 1.00 Slenderness Ratio 21.82 Slenderness O.K. Emi„Wet Service(Cm) = 1.00 Temp Factor(Cc) = 1.00 c= 0.8 Fc Size Factor(Cf) = 1.00 Cp= 0.692 Fb Size Factor(Cf)= 1.00 Moment,M= 77.9 lb-ft Fb Repetitive Member Factor(C,) = 1.00 fb= 33.7 psi Bearing Area (Cb) = 1.00 Fa= 1001.53 Emi„' = 580,000 psi fc= 611.6 psi Fc*= 1,000 psi Fb* = 1,920 psi fc= 611.6 psi F cparp'* 625 psi Fc'- 691.5 psi fc<Fc',compression OK Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'c)2+fb/[F,,' ( 1 -fc/FcE,) ] < 1.0 - 0.782 + 0.045 = 0.827 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 611.6 psi <Fc(perp)', Bearing O.K. 98% Out of Plane Wall Deflection A= 0.01 in L/A = 10446.90 OK Page WG-51 of 53 CI Project No: Sheet No; E n G I n E E R s 1601 1-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: jExterior 6x6 with C&C Wind Loading Effective Stud Length, L, = 7 0.00 ft Stud Design Type= Post&Timbers(5xS &larger) Effective Stud Length, L2- 1.00 ft Species and Grade- Doug Fir No. 1 Stud Depth,d, = S.SO in Ff,= 1,200 psi Stud Width, d2= 5.50 in Fc 1,000 psi Factored Stud Axial Load= 18000.0 lb Fc(perp)= 625 psi Factored Lateral Load- 23.30 psf E= 1,600,000 psi Stud Spacing- 5.5 in Eron= 580,000 psi L/A allowable= 240 Gravity Duration Factor(CD)= 1.00 Wind/Seismic Duration Factor(CD) 1.60 Slenderness Limit- 50 Fc Wet Service(CM)= 1.00 Slenderness Ratio 1 = 21.82 Fb Wet Service(CM)= 1.00 Fc Grp Wet Service (CM) = 1.00 Slenderness Ratio= 21.82 Slenderness O.K. E,;n Wet Service(Cte) d 1.00 Temp Factor(Cr) = 1.00 c= 0.8 Fc Size Factor(Cf)= 1.00 Cp= 0.692 Fb Size Factor(Cf) 1.00 Moment, M- 133.5 lb-ft Fb Repetitive Member Factor(Cr)= 1.00 fb= 57.8 psi Bearing Area (Cb) - 1.00 FcE= 1001.53 Emin - 580.000 psi fc a 595.0 psi Fr*= 1,000 psi Fb*= 1,920 psi Fcperp'= 625 psi Combined Loading(Per 2005 NDS Section 3.9) (f'c/F'e)2+fb/[Fb' ( 1 -fe/FCEI) l < 1.0 = 0.740 + 0.074 m 0.815 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 595.0 psi <Fc(perp)', Bearing O.K. 95% Out of Plane Wall Deflection A = 0.02 in L/A = 6093.28 OK Page WG-52 of 53 �■ D C I Project No: Sheet No: e n G i n e e R 5 16011-0075 Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: linterlor 6x6 Effective Stud Length, L, = 10.00 ft Stud Design Type= Post&Timbers(SxS&larger) Effective Stud Length, L2- 1.00 ft Species and Grade= Doug Fir No. 1 Stud Depth,d, = 5.50 in Fb= 1,200 psi Stud Width, d2 - 5.50 in Fr= 1,000 psi Factored Stud Axial Load= 18500.0 lb Fe(perp)- 625 psi Factored Lateral Load= 5.00 psf E w 1,600,000 psi Stud Spacing - 5.5 in E,,,;,,- 580,000 psi L/A allowable= 240 Gravity Duration Factor(CD)= 1.00 Wind/Seismic Duration Factor(CD)= 1.60 Slenderness Limit= 50 F,Wet Service(CM). 1.00 Slenderness Ratio 1 = 21.82 Fb Wet Service (CM) = 1.00 F,pe,p Wet Service(CM)= 1.00 Slenderness Ratio= 21.82 Slenderness O.K. Emig Wet Service(CM) = 1.00 Temp Factor(Ct) = 1.00 c= 0.8 Fc Size Factor(Cf) = 1.00 Cp= 0.692 Fb Size Factor(Cf) = 1.00 Moment, M 28.6 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 12.4 psi Bearing Area (Cb)= 1.00 F&= 1001.53 Emir' = 580,000 psi fc c 611.6 psi Fc*= 1,000 psi Fb*= 1,920 psi F cperp '= 625 psi Combined Loading (Per 2005 NDS Section 3.9) (f'c/F'c)z+fb/ [Fb' ( 1 -fc/F&1) ] < 1.0 = 0.782 + 0.017 - 0.799 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 611.6 psi <Fc(perp)', Bearing O.K. 98% Out of Plane Wall Deflection A= 0.00 in L/A = 28394.67 OK Page WG-53 of 53 E)C I Project No: Sheet No: e n G I n E E R S 1 601 1-0075 I Project: Date: Park 77 06/14/16 Subject: By: WOOD STUD CAPACITY ASD Wind and Gravity Loading Combined per 2012 NDS SR STUD ID: linteior 48 Post Effective Stud Length, L, = 10.00 ft Stud Resign Type= Sawn Lumber(2-4 thick) ------------------- Effective Stud Length, L2= 1.00 ft Species and Grade= Doug Fir No. 2 Stud Depth, d, = 3.50 in Fr,= 850 psi Stud Width, d2- 7.50 in Fc= 1,350 psi Factored Stud Axial Load= 8500.0 lb Fc(perp)= 625 psi Factored Lateral Load= 5.00 psf E= 1,600,000 psi Stud Spacing= 7.5 in Emin= 580,000 psi L/A allowable= 240 Gravity Duration Factor(Co)= 1.00 Wind/Seismic Duration Factor(Co) - 1.60 Slenderness Limit= 50 Fc Wet Service(Ca) = 1.00 Slenderness Ratio 1 = 34.29 Fb Wet Service(CM)= 1.00 Fcpe,p Wet Service(CM) = 1.00 Slenderness Ratio= 34.29 Slenderness O.K. Emin Wet Service(CM)= 1.00 Temp Factor(Cc) _ _ 1.00 c= 0.8 Fc Size Factor(Cf)- 1.00 Cp= 0.279 Fb Size Factor(Cf) = 1.00 Moment, M= 39.1 lb-ft Fb Repetitive Member Factor(Cr) = 1.00 fb= 30.6 psi Bearing Area(Cb) = 1.00 FeE- 405.58 Emig 580,000 psi fc= 323.8 psi FC*= 1,350 psi Fb*= 1,360 psi Fcperp ' 625 psi Combined Loading(Per 200S NDS Section 3.9) (f'c/F'c)2+fb/[Fb ( 1 -fc/FCEI) ] < 1.0 = 0.740 + 0.112 0.851 <1.0,ok Check Compression Perpendicular to Grain For bearing on sill plate on same type of wood. fc(perp)= 323.8 psi <Fc(perp)',Bearing Q.K. 52% Out of Plane Wall Deflection A = 0.02 in L/0 = 7317.33 OK Page WL-1 of 65 D C I n G I n E E R S Page WL-2 of 65 MDCIr ,oject No. Sheet No. innriInc � Rs �� Project Date `J Subject By SQ,C•a rv�r C (�r..t 4!.C � ��..�f C �C�VI.��,Y t�a.:_�`:3°'�., _V JZ `,A/I� IMLII3 I r,��•.k ;. �„�_ ` r.��. I yi 9Z Z� ^, � r� t_ b� t_..'3..:f•'• f' i•"'I y C..+ra � l�U�:s�; Yt•`�� 6,`•^'�. /A J�j — v.�'�� SfZP Urvr j�r'1 l�.�''i�"i C7}1'�i� `�� `,1 -:_, ,'-(tl �•� �';F^r_ ;1 Cgs. I! .�,t rj� a ✓ C .. t..r}.(. V C.t n V-�sW CS ' 10 1 . "! ij+1 Cyr 'r, � 9 C� � L,d,f�'•jG•I A4i4, �� ' (� (.7l w c�rfa�(`l (.a:l��'::;`<)�i1.O� 1,o :? [ t11., _t 1 xW, (719pCGf;Te.I pC (yOw2lI avow (;(ov ,t r)'.'r 12" IJ \J - Cs W l) Page WL-3 of 65 =DCI Project No. Sheet No. n E. Project Date Subject r, By 5t n L.;;O-,,C �kQr,-Ar i2c T I ClIk Lox"\" E-60C Jr(1<) -h—)f CU V 331 37,�-1 0. 13.c0a '3317 2-7111 55 LJ2,L? Page WL-4 of 65 DCIFioject No. Sheet No. r= n E, ineeas 1Sot1 - Project Date oo Subject By c ti rJ � I i , l w = k o I[-xetW ,C 1_2 O.Uoi , k L kJ V V' IlUmph o = �r' - f, (6cp,) (2p, ((Op Cf vf. . K z G 'A - - 0,S CLf fi fro,., o W�,\d (CiCfi� II(4, �LQ) 0"61 9,ql f.,99 psf e,6k �5f 2.2 �W. - J ►d v.�L� lest It,-+ Page WL-5 of 65 =DCI Project No. Sheet No. E I"I E. �+— Project Date SubjectBy C �C�M :Cil ifv_f1IC, S -— _ -— 1 �.-.T� b R� �Q C{"1 v�� Cjy.3 f�'17,.11 {•.ce._� r,� 4n9�.•��;,� ,��1 �!(C), ;��Y �►1.rJ'...,,,�„t�!:') ��^n-•�.,cd ... 1�a1 cRrY CI=.i lYt�)9 I 16' Cb W'V,[: - T-C-6GQ`=, a C-h r >l G7i! \,=4 Ll (,-A C �""!'.R£., ^.•1 (o Z? �f I�tv! Lti it ( y��.a 1 Ib' }1 k� 17r11?y 10,q 3 lof�-3 Page WL-6 of 65 ON D C I koject No. Sheet No. E 1-1 C Project Date I r 116 v Subject By 0.1 ll."d 4. I• C" C�cc 1j'(1 Ir 0-�Jt 15 V V�dp C.1, Vn fap i 1,0 C" C4. InrK Ln 01s 001- 4- C 9 C5 A 2- fQ1 oV koriLA16 s lr7- C'.\N o Cal V-z aAl (Q C-"J 7. It W. I_0 o ,:17- 90-D I of C, Page WL-7 of 65 DO Project No. Sheet No. s In c. Project Date Subject By 4 coj. C UJ 1 I k tz-(0-- V-0 0.C5071;z. I 20, C 007 C 0 ( -8 J'2 C p A n 0 vilAck ('e- \,AJ LkL( tot 0 61 0, 19q- (OIL( Cb (00)^� 0" la-z' �a(pt) 'iP(',A)t A W FILL& -A O's-1 0115,9 61"1 psF 1 es� 1 s 0 77_ Lt 2 k B CJ elf -Z z t 1�- Page WL-8 of 65 MDCIProject No. Sheet No. e n c. Project Date t C,-Vv\ Av(t A.av-, Subject By '.A I-) Q Q, Lq 4.6 Ic ok LA_O c,Y cr-< N ll� Page WL-9 of 65 DCI Project No. Sheet No. e n r. Project Date Subject By (AilMouvAl N0w%-TNO,-% d L sz re 2 C"t v"Oce r A k-,A-214 0 S le al 36 Cl,7�41 2'V kW la,'4\ 0-vX Page WL-10 of 65 =D C I F� sect No. Sheet No.00I '1 V I f 1 E E R 5 1b0�1-007s7 Project Date p 3D Subject BY A-)Ih-1-7 'AO;,Di -7-T" A\1E Ne Rls►) CArmcnm-1 11, gauscn-ro-A , w,A 'A WXY6 V- I110 IAP�t G= O-I5 VELO .1I-I F r esst U -4_= 0 00 Y,Z ►—VUv1 V= 110 I-Ifo VIA = 085 ci,�-- ODD•a4b�+4�X�.o�l�g��l�►u-) w 1'3,y3 p��' p= QCP ,GCP C-,4- t o,i% LrA/A1 Cp(w%votaH¢o, =0 ? Cp,Ll. VtAARD ►/B = -0.5 �1> f�HT ► !�z_ Q(IJ�NDN, t D� _p_Il<�J<1lARD� T HL 0,WIG 1a PSF 8.110 4.9-1 13.13 PgF 30 0:-7 18.43 pSF 1A 63 47 A7 17 5 P6F O (RG?►NCr UN -t 1' V7AC t .Q- PL1,Jitma :�) ALWr �f3CJ9cL :1 0.456 M Q5P $.1e —1.83 6 P� !) 0,-7 11.4a Psr, I�z 63 T.5s3 a.p 31b P5� Page WL-11 of 65 O'DOmo Project No. Sheet No. E n E. Project Date PA�V, -7-7 3/31/2 C-x Subject By U ►d► k - POW-e5 Ad-'vit4c, Oa BVI,IVIVx In C S6' rACEO i 1'�' 1�1�� a."►_5 I5.'1 K 15.E-1 O W 41>fl Fcucts AC sV*� 010 aLCY, i71' iFA Cl E) 1 L 4.,55fo 3.°I 2'O.g Be 10,-3 o. 1T'3 13 3f0.011 Page WL-12 of 65 =D C I Pi oject No. Sheet No. rmnc I-IEERS Cool - C"I)o� Project Date 3 3 111 Subject BY Selwic -v IAA VA&K'1—J' AVE NC LONt.,1'subL = I�� .IL�3Zq RISK CAt£C'1o4y II A-auNj6,iaN , WA SITE CLASS E 0.9 [.�c^S w�►�.�1 �At LAIF,,SirlsrlI Z- SALL sltba y O_ls h=SO T- lO,D1�C°O>v.�s Y 0-156 CNFLK Cs Cs= Sa• 111 0.O°1 S 4 D-zN-7 C5= Cs a. y�x.le a v.01 D.lh$ VL- Mo VSf l I O :951F MAID 4 ,I'd K A 10 Qb F 1 4 u-5') asV- AREA : �Aa,o C- w; 'b$ osf t'24k7o Y Z) : �.X w V= 45 C"FDA qE 15 01 L Page WL-13 of 65 ME D C I Project No. Sheet No. F= nGl fIEERS Project Date Subject By i2sir_K AAEA>: 3'i4 ST- P D3J►��C A1.- W �c- �l�c o P�«��.a�-� Fs y�{ y$p,8-- ';a w -N1, 7S£15M►c`�nv�,�g ROW 'O�R�CS�ot�4 _ pea 4GM Page WL-14 of 65 — W4 MST60 CS16 W6 W6 CS16 �I .�S16� ]� CS14 -- W6 W4 - CS14 .-••.CS14•.- - W6 (4'] 'W6 CS16 CS16 C)comm,minr BuHdf�9•flow 2 _... 2W3 16 - � ---�-- � HD19 �.. W4 W2 I W6 HDU4 HDU8 -HDU4 ..w.i 2W2 -- HD19 — 2W2 2W2 - i HD19 HD19 W6 w4 HDU4 HDU4 W4 - _ - - _-_ -;------- HDU4 dw r Page WL-15 of 65 Ie — — 1 _ 1BR UNIT UN R V LINE 1 OR 725 SF _ _ Type:1A OR 725 SF 1 Type:1 A 2 BR -- L UNIT I 3 OR --- 3 OR UNIT UNIT -- UNIT 1160 SF -- K — 1160 SF Type :2A - -- ^:. ---- Type:2A Type:3A - --- 6A --- Type:3A t Elk K K K q, K V LINE 2 DEN s>Ji, gA y L DEN i- - - - OR - BR 1 I • I AIR/ _EMRY I OR BA OR .. OR BA. OR I _` SR BA .BR BR I 555 ( 7574 I BR V LINE 3 1 OR --- - -- : �I UNIT OR 725 SF --- T-- Type:IA ( 3 OR 3 BR I C- UNIT -' UNIT 1160 SF K 1160 SF Type:3A Type:3A K K B DEN 3 B"sl ER L� '� / '� BR I I STAIR/ ENTRY B U OR J BA BR 9R BA t, 7 OR SSW E A SW LINE C SW LINE B_' O 1c Page WL-16 of 65 I its Will � I III I 1-- � y_ W6 W6 I — - �ws w6 W6 ,_ W6 W6 - W6 CS14 CS14 1 CS14 W6 MST48 Q . :W6 I 1 - . L' :r � CS16 » T 14 - 1 _ h eRM I M ST/XU START , , enF , I "" ENTRY ENTFY I WB - .._ I _ �� ST60 _ W6 CS16 M W6 j — — -- — —- — _- -— ---- — -- MST48 SW 1 __ SW 2----SW 3- SW 4--------SW 1 NdeSn AC,1Fur AtlMnmi r BuYpp-JrOf B•FIOo►3 N N N N F•f I ( w f i s w� s I . - ws . I : HDU5 HDU5 HDU5 1 W4 ' HDUB W4T_ T HDU14 1 -W4 AIMS•floor I 1 Page WL-17 of 65 W A W4 I SSW-A W6 SW Line A SW-A ws ! _ SW-C W4 SW Line B 7IF-F I HDU14 -,gyp _ SW Line C CS16 SW-C W4 'SW-C W3 CS16 SW-C W4 CS16 5 0 11 CS16 ,-4 Page WL-18 of 65 W6 CS16 0 `' IW6 CS16 W4 HDU 5 -W6 CS16 -) -W6 C W6 CS16 W4 HDU 5 W6 CS16 "',W6 CS16 Mi -W4 LSTHD8(RJ)- W4 LSTHD8(RJ). W6 CS16 W6 CS16 06 LSTHD8(RJ) W6 LSTHD8(RJ) -- - _= W6 CS16 -- -W6 CS16 v I _ W6 LSTHD8(RJ)T .....,,mod dM4q TYM C-Flnm? ` o Page WL-19 of 65 SW A-L3 FORCE=15.93K — — _ — — — —— — — — — _ _h, — — — — — 2 BR 2 BR DEN UNIT UNIT 8R DEN UNIT B+DE 1030 SF 1030 SF NIT+DE I TYPE 26 Type:2E i Air CC Type:1D _ Type:1 D K =KK r'1 K k, - S � v Eli 3 FORCE=29,14K I BA �_ BA l U BA I � - I ai - _ atrrv' BR -- -- - - — - BR SW C-L3 FORCE=13.13K BR BR BR BR t Mndnl L Flint� Page WL-20 oT6S D C I i-roject No: Sheet No: E n C I n E E Fl s Project: Date: Park 77 - Amenities 6114/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-1-0 Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Proctor 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 o f LL= 0 2 W/H = 1.00 6 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 0 2W/H = 1.00 0 0.0 0.0 0.0 k A� In I DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 0 0 0 50.0 80.0 5.1 k R DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 M LL= 0 2 W/H = 1.00 0 50.0 80.0 8.9 k - 2 !t m DL= DL= 0 H:W Ratio= 0.5 LL= 0 in LL= 0 2 W/H = 1.00 o N 01- 22.3' v 1.5-(typ) -� - 22.8' Material= Doug Fir Nailing= 0.148 inches .� Page WL- of 65 DCI Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - Amenities 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-1-0 OUTPUT:(Values Presented in Allowable Stress Desl ) SW Combo 0.7pE Combo Factor = 0.7 E Level 2 1 Demand 158 plf 431 pif SW Type W6 W4 Capacity 310 plf 460 plf % 51% 94% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 37 ft-k 101.2 ft-k -64 ft-k 37 ft-k 2 155 ft-k 149.8 ft-k 5 ft-k 155 ft-k -2.88 k -2.88 k 3.19 k 3.19 k 0.23k 0.23k 9.12k 9.12k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 28 ft-k 113.9 ft-k -86 ft-k 28 ft-k 2 116 ft-k 176.8 ft-k -61 ft-k 1 116 ft-k -3.87 k -3.87 k 2.98 k 2.98 k 1 - -2.72 k -2.72 k 7.84 k 7.84 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left j Right R 37 ft-k 45.1 ft-k -8 ft-k 37 ft-k 2 155 ft-k 66.8 ft-k 88 ft-k 155 ft-k -0.36 k -0.36 k 2.33 k 2.33 k 1 3.96k 3.96k 7.84k 7.84k Level --. �.----- - - 2 - 1 - Hold Down _ 0.00 k _3.96 k Chord Force _ 3.19 k _ _ _9.12 k_ Hold Down CS16 HDU4 Capacity #N/A #N/A #N/A 2 k 5 k % #N/A #N/A #N/A 0% 86% Page WL-22 of 65 D C I r+roject No: Sheet No: Enc II-LEERS Project: Date: Park 77 - Amenities 6114/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-C Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 PrecWr 1.0 Pt Lateral Force Uniform Load (plo Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 c Il = 0 2W/H = 1.00 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 c LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k o DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 b 0 o x 50.0 80.0 19.5 k - R -� a DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 LL= 0 2 W/H = 1.00 o DL= 50.0 l,L= £i0.0 33.8 k --�.V - - -- - 2 !L 14 u DL= DL= 0 H:W Ratio= 0.4 11= 0 b LL= 0 2W/H = 1.00 o N S a.5'(typ) f - 30.5' Material= Doug Fir Nailing= 0.148 inches Page WL-23ofiB'5- 0C� I Project No: Sheet No: EI-IC EERs Project: Date: Park 77 - Amenities 6/14/16 Subject: By: 2012 IBC $ ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-C O EValues Presented in Allowable Stress Desi" SW Combo 0.7pE Combo Factor = 0.7 E Level 2 1 - Demand _ 447 plf 1223 plf SW Type W4 2W2 Capacity 460 plf 1540 plf % 97% 79% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment � Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 141 ft-k 181.8 ft-k -41 ft-k 141 ft-k 2 588 ft-k 269.3 ft-k 11, 19 ft-k 588 ft-k -1.37 k -1.37 k 6.18 k 6.18 k 10.63 k 10.63 k 1 21.60 k 21.60 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 106 ft-k 204.7 ft-k -99 ft-k 106 ft-k 2 441 ft-k 317.7 ft-k 123 ft-k 1 441 ft-k -3.30 k -3.30 k 5.22 k 5.22 k 1 4.12k 4.12k 17.20k 17.20k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right FIR 141 ft-k 81.1 ft-k 60 ft-k 141 ft-k 2 588 ft-k 120.1 ft-k 468 ft-k 588 ft-k 1.99 k 1.99 k 5.31 k 5.31 k 1 15.60 k 15.60 k 20.32 k 20.32 k Level 2 1 Hold Down _ _1.99 It 15.60 k Chord Force 6.18 k 21.60 k Hold Down CS14 HD19 Capacity #N/A #N/A #N/A 3 k 19 k % #N/A #N/A #N/A 80% 82% Page WL=24 of 65 -- DC1rroject No: Sheet No: E n G I n E E R S Project: Date: Park 77 - Amenities 6/14/16 Subject: BY: 2012 IBC &ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-D 7-10 A ili*s s) k Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Pr.cWr 1.0 Pt Lateral Force Uniform Load (pif) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k - DL= 0 DL= 0 H:W Ratio= 1.4 LL= 0 o LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 1.4 LL= 0 bo LL= 0 2 W/H= 1.00 0 0.0 0.0 0.0 k DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 b CD O �I = 50.0 80.0 4.2 k ` - R coi DL= 0 DL= 0 H:W Ratio= 1.5 LL= 0 LL= 0 2 W/H = 1.00 Ci o x DL= 90.0 LL- 80.0 7.3 k L f.. V 1-- 2 DL= I DL= 0 H:W Ratio= 1.7 ILL= 0 b LL= 0 2 W/H = 1.00 � o O 6.5' tLLi — dl typ 7.0' Material= Doug Fir Nailing= 0.148 inches MM Page WL- of b5 D C I Project No: Sheet No: E n c. I rl E E R S Project: Date: Subject: Park 77 - Amenities 6/14/16 -]By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-D OUTPUT: s re80r1 d rh. Stress Desi SW Combo 0.7pE Combo Factor = 0.7 E Level 2 Demand 423 plf 1156 pif _ SW Type W4 2W3 Capacity 460 pif _ 1200 pif % - - 92% 96% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 31 ft-k 9.6 ft-k 21 ft-k 31 ft-k 2 128 ft-k 14.2 ft-k 114 ft-k 128 ft-k 3.23 k 3.23 k 5.93 k 5.93 k 1 -_ - = 1c=" 17.46 k 17.46 k 1 20.56 k 20.56 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left = Right R 23 ft-k 10.8 ft-k 12 ft-k 23 ft-k 2 96 ft-k 16.7 ft-k 79 ft-k 96 ft-k 1.87 k 1.87 k 5.04 k 5.04 k 12.16k 12.16k 16.41k 16.41k Load Combination (0.6-.14 SDS)"D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 _ Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left _� Right R 31 ft-k 4.3 ft-k 26 ft-k 31 ft-k 2 128 ft-k 6.3 ft-k 121 ft-k 128 ft-k 4.05 k 4.05.k 5.07 k 5.07 k 1 18.67k 18.67k 19.27k 19.27k Level � �-- - 2 1 Hold Down _ 4.05 k 18.67 k Chord Force _ 5.93 k 20.56 k_ Hold Down _ MST60 HD19 Capacity #N/A #N/A #N/A 6 k 19 k % #N/A #N/A #N/A 65% 98% Omm Page WL-26 of 65 D C I rroject No: Sheet No: E n c I rl E E R S Project: Date: Park 77 - Amenities 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-2.8 Low IdEnbide LOB - Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Pra.tor 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load dine to header(left) DL= 0.0 LL= 0.0 due to header beam loads(rlght) 0.0 k 1 . DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 o LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 c LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 'oo 0 50.0 B0.0 6.5k ` 4f I' _ _. R DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 LL= 0 2 W/H = 1.00 Ci o D z DL= 50.0 LL= 80.0 11.2 k -a-Tv_. i. . __._ 2 - - �y M U DL= - I DL= 0 H:W Ratio= 0.6 LL= 0 g LL= 0 2 W/H = 1.00 C 19.5' 15'(tYp) 20.0' Material = Doug Fir Nailing= 0.148 inches w Page WL-27 of 65 � D C I Project No: Sheet No: E n C. I n E E R S Project: Date: Park 77 -Amenities 6/14116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW CB-2.8 OUTPUT: (Values Presented in Allowable Stress Dest SW Combo 0.7pE _ Combo Factor = 0.7 E Level 2 1 Demand _ _ 226 plf 619 pif SW Type - W6 W2 Capacity - 310 plf 770 plf 73% 80% Load Combination (1 +0.14 SDS)`D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.70E 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 47 ft-k 78.2 ft-k -31 ft-k 47 ft-k 2 195 ft-k 115.8 ft-k 80 ft-k 1 195 ft-k -1.61 k -1.61 k 3.90 k 3.90 k 1 - - - .1 4.08 k 4.08 k 12.08 k 12.08 k Load Combination (1 +0.10 SDS).D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525vE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right _Left7 Right R 35 ft-k 88.0 ft-k -53 ft-k 35 ft-k 2 147 ft-k 136.6 ft-k 10 ft-k 147 ft-k -2.71 k -2.71 k 3.52 k 3.52 k 1 0.51k 0.51k 10.06k 10.06k Load Combination (0.6-.14 SDS)•D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7vE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 47 ft-k 34.9 ft-k 12 ft-k 47 ft-k 2 195 ft-k 51.7 ft-k 144 ft-k 195 ft-k 0.61 k 0.61 k 3.04 k 3.04 k 1 7.37 k 7.37 k 10.80 k 10.80 k Level - 2 1 Hold Down _ 0.61 k _ 7.37 k Chord Force 3.90 k _ 12.08 k Hold Down CS16 HDU8 i Capacity #N/A #N/A #N/A 2 k 8 k % #N/A #N/A #N/A 1 36% 93% Page WL-2S-of65 I-roject No: Sheet No: E n c. I rl E C I E R S Project: Date: Park 77 - BLDG A & E 6114116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I,p ; SW Line 1 Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 pma„ 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k -� DL= 0 DL= 0 H:W Ratio= 0.6 LL= 0 o LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k --� DL= 0 DL= 0 H:W Ratio= 0.6 H= 0 o LL= 0 2W/H = 1.00 0 0.0 0.0 9.3 k - R --� DL= 0 H:W Ratio= 1.0 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 ui 300.0 440.0 4.3 k 3 DL= 0 DL= 0 H:W Ratio= 0.6 LL= 0 M LL= 0 2 W/H = 1.00 o f.1 DIA 300.0 440.0 2.1 k t.�. -. 2 A� rs U DL= DL= 0 H:W Ratio= 0.6 LL= 0 in LL= 0 2 W/H = 1.00 ' M �- v - - --- 1 �. ` - y 15.8' v 15'(typ) 10 16.3' Material = Doug Fir Nailing= 0.148 inches �� I Page WL-29 of 65 = Project No: Sheet No: E n C I n E E R s Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC &ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line 1 OUTPUT: (Values Presented in Allowable Stress Design) SW Combo 0.7pE Combo Factor = 0.7 E Level 3 2 1 Demand 400 plf 585 plf 676 plf SW Type _ W4 W3 W2 Capacity 460 plf 600 plf 770 plf 87% 97% 88% Load Combination (1 +0.14 SDS)"D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7QE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 102 ft-k 52.1 ft-k 50 ft-k 102 ft-k 3 200 ft-k 111.0 ft-k 89 ft-k 200 ft-k 3.15 k 3.15 k 7.84 k 7.84 k 2 313 ft-k 169.9 ft-k 144 ft-k 313 ft-k 5.66 k 5.65 k 15.67 k 15.67 k 9.11 k 9.11 k 24.44 k 24.44 k Load Combination (1 +0.10 SDS)"D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525oE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 76 ft-k 50.7 ft-k 26 ft-k 76 ft-k 3 150 ft-k 161.5 ft-k -2 ft-k 150 ft-k 1.63 k 1.63 k 6.23 k 6.23 k 2 235 ft-k 252.4 ft-k -17 ft-k 235 ft-k -0.10 k -0.10 k 13.82 k 13.82 k 1 -1.10 k -1.10 k 1 22.11 k 22.11 k Load Combination (0.6-.14 SDS)"D+0.7 rho E Dead Load Coefficient 0.6-0.14 SIDS 0.49 Seismic Coefficient 0.7QE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 102 ft-k 23.2 ft-k 79 ft-k 102 ft-k 3 200 ft-k 49.5 ft-k 150 ft-k 200 ft-k 4.99 k 4.99 k 6.97 k 6.97 k 2 313 ft-k 75.8 ft-k 238 ft-k 1 313 ft-k 9.55 k 9.55 k 13.81 k 13.81 k 1 15.09k 15.09k 21.59k 21.59k Level 3 2 1 Hold Down _ 4.99 k 9.55 k 15.09 k Chord Force _ _ 7.84 k 15.67 k 24.44 k Hold Down _ MST60 HDU14 HD12 Capacity #N/A #N/A 6 k 14 k 16 k #N/A #N/A 1 80% 70% 1 97% Page WL-30 of 65 NiDCIProject No: Sheet No: E n G I fl E E H 5 Project: Date: Park 77 - BLDG A& E 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-Al C! Wall self weight 10.0 psf WIND rho 1.3 SIDS 0.000 precmr 1.0 Pt Lateral Force Uniform Load (pif) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H= 1.00 0 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 0 0 78.8 131.3 0.0 k R DL= 0 H:W Ratio= 0.0 DL= 0 I LL= 0 2W/H = 1.00 LL= 0 o 0 147.0 210.0 6.0 k - _ 3 /r _ v DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 Mj LL= 0 2W/H = 1.00 o D DL= 147.0 210.0 _.r 4.8 k w u DL= 0 DL= 0 H:W Ratio= 0.3 I l_= 0 LL= 0 2 W/H= 1.00 � c � 30.0' 10'(tYp) 40 - - 30.0' Material= Doug Fir Nailing= 0.148 inches Page WL-31 of 65 Dcl Project No: Sheet No: E n C Project: Date: Park 77 - BLDG A $ E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-Al TPUT: (Values Presented In Allowable Stress De SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 0 plf 121 plf 216 plf _ SW Type W6 W6 W6 Capacity 435 plf 435 pif 4_35 pif % 0% 28% 50% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 35.4 ft-k -35 ft-k 0 ft-k 3 37 ft-k 148.1 ft-k -111 ft-k 37 ft-k -1.18 k -1.18 k 0.32 k 0.32 k 2 102 ft-k 259.2 ft-k -157 ft-k 102 ft-k -3.69 k -3.69 k 2.56 k 2.56 k 1 _- -- - -5.23 k -5.23 k 5.71 k 5.71 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 0 ft-k 79.7 ft-k -80 ft-k 0 ft-k 3 28 ft-k 263.2 ft-k -235 ft-k 28 ft-k -2.66 k -2.66 k 0.71 k 0.71 k 2 77 ft-k 445.3 ft-k -369 ft-k 1 77 ft-k -7.84 k -7.84 k 3.27 k 3.27 k 1 -12.29 k -12.29kl 6.51 k 6.51 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 21.3 ft-k -21 ft-k 0 ft-k 3 37 ft-k 88.8 ft-k -51 ft-k 37 ft-k -0.71 k -0.71 k 0.19 k 0.19 k 2 102 ft-k 155.5 ft-k -53 ft-k 102 ft-k -1.72 k -1.72 k 2.04 k 2.04 k 1 -1.78 k -1.78 k 4.79 k 4.79 k - Level 3 Hold Down _ 0.00 k 0.00 k 0.00 k Chord Force 0.71 k 3.27 k 6.51 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% Page WL-32 of SS rroject No: Sheet No: m�mml D C I E n c I rl E E R S Project: Date: Park 77 - BLDG A & E 6114/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA► I.D.: SW-Al Wall self weight 10.0 psf WIND rho 1.3 SIDS 0.000 PracWr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam bads(right) 0.0 k - DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 0 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 0 0 78.8 131.3 4.6 k R DL= 0 H:W Ratio= 0.5 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 vi 147.0 210.0 1.4 k 3 —� i DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 M LL= 0 2 W/H = 1.00 a O 147.0 210.0 1.1 k I 2 o - r DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 gi LL= 0 2W/H = 1.00 O ---- 1 V 30.0' v 10'(typ) _f - 30.0' Material= Doug Fir Nailing= 0.148 inches Page WL-33 of 65- 0 C I� Project No: Sheet No: E r1 C I rl E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-AI UT: (Values PreOffeid Ith ss Des ' SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 93 plf 120 plf 142 pif SW Type _ W6 W6 W6 Capacity _ 435 pif 435 plf 435 pif % 21% 28% 1 33% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left , Right R 44 ft-k 106.0 ft-k -62 ft-k 44 ft-k 3 81 ft-k 218.6 ft-k -138 ft-k 81 ft-k -2.08 k -2.08 k 2.40 k 2.40 k 2 123 ft-k 329.7 ft-k -206 ft-k 123 ft-k -4.59 k -4.59 k 4.64 k 4.64 k 1 - -6.88 k -6.88 k 7.05 k 7.05 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 33 ft-k 150.2 ft-k -118 ft-k 33 ft-k 3 61 ft-k 333.8 ft-k -273 ft-k 61 ft-k -3.92 k -3.92 k 2.43 k 2.43 k 2 93 ft-k 515.8 ft-k -423 ft-k 93 ft-k -9.10 k -9.10 k 4.99 k 4.99 k 1 -14.11 k -14.11 k 7.67 k 7.67 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 44 ft-k 63.6 ft-k -20 ft-k 44 ft-k 3 81 ft-k 131.2 ft-k -50 ft-k 81 ft-k -0.66 k -0.66 k 2.02 k 2.02 k 2 123 ft-k 197.8 ft-k -74 ft-k 1 123 ft-k -1.68 k -1.68 k 3.86 k 3.86 k 1 L -2.48 k -2.48 k 5.87 k 5.87 k Level 3 2 1 Hold Down _ 0.00 k 0.00 k 0.00 k Chord Force _ 2.43 k 4.99 k 7.67 k Hold Down Y CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% m Page WL-34 of 65 DC I Project No: Sheet No: E n C I n E E R S Project: Date: Park 77 - BLDG A & E 6114/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-B Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 pi.cw. 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 0 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H= 1.00 o l o . 78.8 131.3 0.0 k Ri DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 0 6o 147.0 210.0 6.0k V .._ _ _ 3 DL= 0 DL= 0 H:W Ratio= 1.0 LL= 0 LL= 0 2 W/H = 1.00 o � DL= 114TO 210.0 4.8k — Y - - 2 U DL= 0 DL= 0 H:W Ratio= 1.0 LL= 0 g LL= 0 2 W/H = 1.00 o 10.3' - - - 1 �- 10' (typ) 10.3' Material = Doug Fir Nailing= 0.148 inches Page WL--35 of 55 =� Dcl Project No: Sheet No: E n C i n E E R s Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By; 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-B OUTPUT: (Values Presented in Allowable Stress Desi SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 0 pif 353 pif 632 plf SW Type W6 W6 W4 Capacity 435 pif 435 pif 645 pif 0% 81% 98% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left i Right Left Right R 0 ft-k 4.1 ft-k -4 ft-k 0 ft-k 3 37 ft-k 17.3 ft-k 20 ft-k 37 ft-k -0.40 k -0.40 k 0.32 k 0.32 k 2 102 ft-k 30.3 ft-k 72 ft-k 102 ft-k 1.96 k 1.96 k 4.96 k 4.96 k 1 - - - - ---= 7.02 k 7.02 k 12.27 k 12.27 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 0 ft-k 9.3 It-k -9 ft-k 0 ft-k 3 28 ft-k 30.7 ft-k -3 ft-k 28 ft-k -0.91 k -0.91 k 0.71 k 0.71 k 2 77 ft-k 52.0 ft-k 25 ft-k 77 ft-k -0.26 k -0.26 k 5.07 k 5.07 k 1 L 2.41 k 2.41 k 11.43k 11.43k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 0 ft-k 2.5 ft-k -2 ft-k 0 ft-k 3 37 ft-k 10.4 ft-k 27 ft-k 37 ft-k -0.24 k -0.24 k 0.19 k 0.19 k 2 102 ft-k 18.2 ft-k 84 ft-k 102 ft-k 2.63 k 2.63 k 4.44 k 4.44 k 1 8.20 k 8.20 k 11.35 k 11.35 k Level 3 2 1 J Hold Down 0.00 k _ 2.63 k 8.20 k Chord Force _ 0.71 k 5.07 k 12.27 k Hold Down CS16 MST48 HDU11 Capacity #N/A #N/A 2 k 4 k 10 k % #N/A #N/A 0% 68% 86% O Page WL-36-ofD C I 65 rroject No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - BLDG A & E 6114/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-C Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 Prae« 1.0 Pt Lateral Force Uniform Load (plf) Point Load(Ibs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 0 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 b LL= 0 2 W/H = 1.00 0 0 78.8 131.3 0.0 k R DL= 0 H:W Ratio= 0.0 -� DL= 0 LL= 0 2 W/H = 1.00 LL= 0 b 147.0 210.0 1.2 k 3 DL= 0 DL= 0 H:W Ratio= 1.1 LL= 0 LL= 0 2 W/H = 1.00 1= 147.0 J0210.0 1.0 k _ 21 DL= 0 DL= 0 H:W Ratio LL= 0 b LL= 0 2 W/H = 1.00 0 r- 9.3' U. y typ 9.3' Material = Doug Fir Nailing= 0.148 inches mmo /-,\) Page WL--37 of 65 0 C I � Project No: Sheet No: E=- n C Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW-C OUTPUT: (Values Presented in Allowable Stress Design SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 0 pif 77 pif 141 pif SW Type _ W6 W6 W6 Capacity 435 plf 435 pif 435 pif 0% 1 18% 32% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 0 ft-k 3.4 ft-k -3 ft-k 0 ft-k 3 7 ft-k 14.1 ft-k -7 ft-k 7 ft-k -0.36 k -0.36 k 0.32 k 0.32 k 2 20 ft-k 24.6 ft-k -4 ft-k 1 20 ft-k -0.73 k -0.73 k 2.11 k 2.11 k 1 - -0.46 k -0.46 k 4.51 k 4.51 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left F Right R 0 ft-k 7.6 ft-k -8 ft-k 0 ft-k 3 5 ft-k 25.0 ft-k -20 ft-k 5 ft-k -0.82 k -0.82 k 0.71 k 0.71 k 2 15 ft-k 42.3 ft-k -27 ft-k 15 ft-k -2.11 k -2.11 k 1 2.93 k 2.93 k 1 -2.92 k -2.92 k 5.61 k 5.61 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 2.0 ft-k -2 ft-k 0 ft-k 3 7 ft-k 8.4 ft-k -1 ft-k 7 ft-k -0.22 k -0.22 k 0.19 k 0.19 k 2 20 ft-k 14.8 ft-k 6 ft-k 1 20 ft-k -0.12 k -0.12 k 1.58 k 1.58 k 1 0.60 k 0.60 k 3.58 k 3.58 k Level 3 2 1 Hold Down 0.00 k _ 0.00 k 0.60 k Chord Force 0.71 k 2.93 k 5.61 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 1 37% Page WL-38 of 65 �� rroject No: Sheet No: mm D C I �� E n c I I1 E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: BY- 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW 2 Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Pracwr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam bads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 c LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k t� DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 o LL= 0 2 W/H = 1.00 c 0.0 0.0 12.8 k _ R DL= 0 H:W Ratio= 0.7 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 CR vi 300.0 "0.0 5.9 k 3 ,e DL= 0 DL= 0 H:W Ratio= 0.5 LL= 0 Cl? LL= 0 2 W/H = 1.00 0 r 300.0 440.0 2.9 k 2 'fir DL= DL= 0 H:W Ratio= 0.5 LL= 0 'r LL= 0 2W/H = 1.00 � o 21.5' 1.5'(tYP) - - - 22.0' - Material = Doug Fir Nailing= 0.148 inches Page WL-39 of 65 D C I � Project No: Sheet No: E n C I n E s R s Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW 2 OUTPUT: (Values Presented in Allowable Stress Design SW Combo 0.7pE Combo Factor = 0.7 E Level 3 2 1 Demand 409 pif 598 pif 691 pif SW Type W4 W3 W2 Capacity 460 pif 600 pif 770 pif % - - 89% 100% 1 90% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.70E 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 141 ft-k 95.5 ft-k 45 ft-k 141 ft-k 3 277 ft-k 203.5 ft-k 73 ft-k 277 ft-k 2.11 k 2.11 k 7.98 k 7.98 k 2 434 ft-k 311.5 ft-k 122 ft-k 434 ft-k 3.40 k 3.40 k 15.94 k 15.94 k 1 -- - - --- -- 5.69 k 5.69 k 24.67 k 24.87 k Load Combination (1 +0.10 SDS)"D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525QE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 106 ft-k 92.9 ft-k 13 ft-k 106 ft-k 3 208 ft-k 277.8 ft-k -70 ft-k 208 ft-k 0.59 k 0.59 k 6.34 k 6.34 k 2 325 ft-k 462.6 ft-k -137 ft-k 1 325 ft-k -3.27 k -3.27 k 14.02 k 14.02 k 1 - i -6.39 k -6.39 k 1 22.43 k 22.43 k Load Combination (0.6-.14 SDS)-D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7QE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 141 ft-k 42.6 ft-k 98 ft-k 141 ft-k 3 277 ft-k 90.8 ft-k 186 ft-k 277 ft-k 4.57 k 4.57 k 7.11 k 7.11 k 2 434 ft-k 139.0 ft-k 295 ft-k 434 ft-k 8.65 k 8.65 k 14.08 k 14.08 k 1 13.71k 13.71k 22.01k 22.01k Level 3 2 1 1 Hold Down _ 4.57 k 8.65 k 13.71 k _ Chord Force 7.98 k 15.94 k _ 24.87 k Hold Down MST60 CMST12 HD12 Capacity #N/A #N/A 6 k 9 k 16 k #N/A I #N/A 74% 94% 88% Page WL-40 o b'5-- DC I rroject No: Sheet No: E n c I rl E E R S Project: Date: Park 77 - BLDG A & E 6/14/16 Subject: IBY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I p„ SW LINE 3 T: Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 Practm 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k ,tJ DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 o LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 c LL= 0 2 W/H = 1.00 0 0.0 0.0 6.0 k R DL= 0 H:W Ratio= 0.4 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 ui 300.0 440.0 2.8 k 3, DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 in LL= 0 2W/H = 1.00 0 300.0 440.0 1.4 k _2 od DL= DL= 0 H:W Ratio= 0.3 LL= 0 ih LL= 0 2 W/H = 1.00 0 1 35.0' all. 15'(tYP) 35.5' Material= Doug Fir Nailing= 0.148 inches ■m Page WL-41 of 65 D C I Project No: Sheet No: E n C I fl E E R S Project: Date: Park 77 - BLDG A & E 6/14116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW LINE 3 0 tues Prese SW Combo 0.7pE Combo Factor = 0.7 E Level 3 2 1 Demand 119 plf 174 pif 201 pif SW Type W6 W6 W6 Capacity 310 pif 310 pif 310 pif % 38% 56% 65% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 66 ft-k 248.7 ft-k -182 ft-k 66 ft-k 3 130 ft-k 529.8 ft-k -400 ft-k 130 ft-k -5.21 k -5.21 k 3.44 k 3.44 k 2 204 ft-k 811.0 ft-k -607 ft-k 204 ft-k -11.42 k -11.42 k 7.03 k 7.03 k 1 -- - -17.34 k -17.34 k 10.69 k 10.89 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 50 ft-k 241.8 ft-k -192 ft-k 50 ft-k 3 98 ft-k 723.2 ft-k -626 ft-k 98 ft-k -5.49 k -5.49 k 2.93 k 2.93 k 2 153 ft-k 1204.6 ft-k -1052 ft-k 1 153 ft-k 1 -17.87 k -17.87 k 7.34 k 7.34 k 1 -30.05 k -30.05 k 11.96 k 11.96 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 66 ft-k 110.9 ft-k -45 ft-k 66 ft-k 3 130 ft-k 236.4 ft-k -106 ft-k 130 ft-k -1.28 k -1.28 k 2.57 k 2.57 k 2 204 ft-k 361.8 ft-k -158 ft-k 204 ft-k -3.03 k -3.03 k 5.17 k 5.17 k 1 51 k 8.04 k 8.04 k - Level - - 3 2 ----- - - 1 Hold Down 0.00 k 0.00 k 0.00 k _ Chord Force _ _ 3.44 k _ 7.34 k _ 11.96 k _ Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 00/0 1 0% omm Page WL-42 of-65 D C I Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - MODEL B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA wim SW1 OFF Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 pfaCUK 1.0 Pt Lateral Force Uniform Load (plf) Polnt Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 oI LL= 0 2W/H = 1.00 0 0 0.0 0.0 0.0 k - - DL= 0 DL= 0 H:W Ratio= 0.0 1_L= 0 o LL= 0 2 W/H = 1.00 0 i 26.6 33.3 3.1 k R DL= 0 H:W Ratio= 1.4 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 N C 37.2 53.2 4.4k _ 3___� DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 Ci LL= 0 2 W/H = 1.00 0 0 DLd 37.2 53.2 3.5 k 7111M _ _2 d DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 o LL= 0 2 W/H = 1.00 � o air o xQ 11.0' v 10' (typ) - - - 11.0' Material = Doug Fir Nailing= 0.148 inches Page WL--4'3o�65--- =� DCI Project No: Sheet No: E n a I rl E E R S Project: Date: Park 77 - MODEL B & D 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW1 OUTPUT: (Values Presented in Allowable Stress Design) SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 169 plf 409 plf 600 plf SW Type W6 W6 W4- Capacity 435 pif 435 pif 645 plf 39% 94% 93% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left `Right R 29 ft-k 11.1 ft-k 18 ft-k 29 ft-k 3 76 ft-k 19.6 ft-k 56 ft-k 76 ft-k 1.64 k 1.64 k 3.38 k 3.38 k 2 142 ft-k 27.9 ft-k 114 ft-k 142 ft-k 5.09 k 5.09 k 8.17 k 8.17 k 1 = 10.34 k 10.34 k 14.72 k 14.72 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 22 ft-k 12.6 ft-k 9 ft-k 22 ft-k 3 57 ft-k 23.5 ft-k 33 ft-k 57 ft-k 0.84 k 0.84 k 2.82 k 2.82 k 2 106 ft-k 34.2 ft-k 72 ft-k 1 106 ft-k 3.02 k 3.02 k 6.71 k 6.71 k 1 6.54 k 6.54 k 11.92 k 11.92 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left v Right R 29 ft-k 6.7 ft-k 22 ft-k 29 ft-k 3 76 ft-k 11.8 ft-k 64 ft-k 76 ft-k 2.04 k 2.04 k 3.09 k 3.09 k 2 142 ft-k 16.7 ft-k 125 ft-k 1 142 ft-k 5.81 k 5.81 k 7.65 k 7.65 k 1 11.35k 11.35k 13.98k 13. 88k Level 3 2 1 Hold Down 2.04 k _ 5.81 k 11.35 k Chord Force 3.38 k 8.17 k 14.72 k ,-Hold-Down CS14 MST60 HDU14 Capacity #N/A #N/A 3 k 6 k 14 k % #N/A #N/A 82% 94% 83% Page WL-44 of-65 vroject No: Sheet No: :Mw�mmm D C I E n c I n E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW 2,3, &4 Wall self weight 10.0 psf WIND rho 1.3 SDS 0.000 Pf.ctor 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k _ DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H= 1.00 0 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 0 0 26.6 33.3 3.5 k R_ DL= 0 H:W Ratio= 0.9 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 vi Q - 37.2 53.2 5.0 k - 3 S DL= 0 DL= 0 H:W Ratio= 0.6 LL= 0 LL= 0 2 W/H = 1.00 o DL= 37 2 LL= 4.0 k �. . .y. LL- - = 2 U DL= 0 DL= 0 H:W Ratio= 0.6 LL= 0 g LL= 0 2 W/H = 1.00 c 10'(tYp) i - 16.7' Material = Doug Fir Nailing= 0.148 inches 1 Page WL-45 of 65 =� D CI Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - Model B & D 6114/16 Subject: By: 2012 IBC & ASCB 7-10 Stacked Shearwall Design KA I.D.: SW 2, 3, &4 PUT: (Values Presented in Allowable Stress Design) SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 125 pif _ 304 plf 447 pif SW Type W6 W6 W4 Capacity 435 pif 435 pif 645 plf % - 29% 1 70% 1 69% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 33 ft-k 25.5 ft-k 7 ft-k 33 ft-k 3 85 ft-k 45.0 ft-k 40 ft-k 85 ft-k 0.43 k 0.43 k 2.69 k 2.69 k 2 160 ft-k 64.1 ft-k 96 ft-k 160 ft-k 2.40 k 2.40 k 6.40 k 6.40 k 1 - -- -__ 5.73 k 5.73 k 11.42 k 11.42 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 24 ft-k 28.9 ft-k -4 ft-k 24 ft-k 3 64 ft-k 54.0 ft-k 10 ft-k 64 ft-k -0.27 k -0.27 k 2.30 k 2.30 k 2 120 ft-k 78.6 ft-k 41 ft-k 120 ft-k 0.59 k 0.59 k 1 5.38 k 5.38 k 1 2.46 k 2.46 k 9.44 k 9.44 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left L Right Left Right R 33 ft-k 15.3 ft-k 17 ft-k 33 ft-k 3 85 ft-k 27.0 ft-k 58 ft-k 85 ft-k 1.04 k 1.04 k 2.40 k 2.40 k 2 160 ft-k 38.4 ft-k 121 ft-k 1 160 ft-k 3.48 k 3.48 k 5.88 k 5.88 k 1 7.27 k 7.27 k 10.68 k 10.68 k Level 3 2 1 I Hold Down _ 1.04 k _ 3.48 k 7.27 k Chord Force r _ 2.69 k 6.40 k 11.42 k Hold Down CS16 MST48 HDU8 Capacity #N/A #N/A 2 k 4 k 8 k % #N/A #N/A 61% 89% 92% MMOO Page WL-46 of 65--- D C I r-roject No: Sheet No: E n c 111 E E R S (Project: Date: Park 77 - Model B & D 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW line A Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.760 Pfactor 1.3 Pt Lateral Force Uniform Load (pif) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 III LL= 0 2W/H= 1.00 0 T 0.0 0.0 0.0 k R-► / DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 a LL= 0 2W/H = 1.00 o' T 0.0 0.0 13.1 k R DL= 0 H:W Ratio= 0.6 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 ui T 300.0 440.0 5.9k _ 3 DL= 07 DL= 0 H:W Ratio= 0.4 LL= 0 M LL= 0 2 W/H = 1.00 0 T 300.0 440.0 2.9 k I 2 /I DL= I DL= 0 H:W Ratio= 0.4 LL= 0 eh LL= 0 2 W/H = 1.00 6 T 1 �- 24.5' 1.5' (tYp) io 25.0' Material = Doug Fir Nailing= 0.148 inches f�) Page WL-47 of 65 � Dcl Project No: Sheet No: E n a I r1 E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW line A OU alues Presented in Allowable Stress Design) SW Combo 0.7pE Combo Factor = 0.9 E _ Level 3 2 1 Demand 478 plf 694 plf 801 pif SW Type W3 W2 2W4 Capacity 600 pif 770 plf 920 plf 80% 90% 87% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 187 ft-k 123.3 ft-k 64 ft-k 187 ft-k 3 366 ft-k 262.8 ft-k 104 ft-k 366 ft-k 2.60 k 2.60 k 9.06 k 9.06 k 2 573 ft-k 402.2 ft-k 171 ft-k 573 ft-k 4.23 k 4.23 k 18.02 k 18.02 k 1 -_-- 6.98 k 6.98 k 28.07 k 28.07 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 140 ft-k 119.9 ft-k 20 ft-k 140 ft-k 3 275 ft-k 358.7 ft-k -84 ft-k 275 ft-k 0.83 k 0.83 k 7.15 k 7.15 k 2 430 ft-k 597.4 ft-k -168 ft-k 1 430 ft-k 1 -3.43 k -3.43 k 15.58 k 15.58 k 1 -6.84 k -6.84 k 24.84 k 24.84 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 187 ft-k 55.0 ft-k 132 ft-k 187 ft-k 3 366 ft-k 117.2 ft-k 249 ft-k 366 ft-k 5.39 k 5.39 k 8.19 k 8.19 k 2 573 ft-k 179.4 ft-k 394 ft-k 1 573 ft-k 10.17 k 10.17 k 16.15 k 16.15 k 1 16.07 k 16.07 k 25.22 k 25.22 k Level 3 2 1 Hold Down _ 5.39 k 10.17 k 16.07 k Chord Force _ _ _ 9.06 k 18.02 k 28.07 k Hold Down MST60 HDU14 HD19 Capacity #N/A #N/A 6 k _ 14 k 19 k % #N/A #N/A 1 87% 75% 85% M Page WL=4V6fiZ3 D C I�■� rroject No: Sheet No: E n c. I rl E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line B Wall self weight 10.0 psf SEISMIC rho 1.0 SDS 0.760 pfatar 1.0 Lod Lateral Force Uniform Load (plf) Point Load (lbs) Level due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 c LL= 0 2 W/H = 1.00 0 T _ 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 o LL= 0 2 W/H = 1.00 0 T 160.0 420.0 18.4 k R DL= 0 H:W Ratio= 0.6 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 vi T 160.0 420.0 8.0 k - -_ 3 DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 M, LL= 0 2 W/H = 1.00 0 T - 160.0 420.0 4.0 k 2 DL= DL= 0 H:W Ratio= 0.4 LL= 0 ih LL= 0 2 W/H = 1.00 i 25.5' J.5' (typ) -- - - 26.0' - Material = Doug Fir Nailing= 0.148 inches Page WL=4"o 65 = DCI Project No: Sheet No: E f-1 C I rl E E R S Project: Date: Park 77 - Model B & D 6/14116 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line B OUTP 6 SW Combo 0.7pE Combo Factor = 0.7 E Level 3 2 1 Demand 494 pif 710 plf 817 pif SW Type _ W3 W2 2W4 Capacity _ 600 pif 770 pif 920 pif % 82% 92% 89% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left I Right R 201 ft-k 193.2 ft-k 8 ft-k 201 ft-k 3 392 ft-k 291.7 ft-k 100 ft-k 392 ft-k 0.32 k 0.32 k 10.03 k 10.03 k 2 611 ft-k 390.2 ft-k 221 ft-k ti 611 ft-k 3.94 k 3.94 k 18.53 k 18.53 k 8.68 k 8.68 k 28.13 k 28.13 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.525 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 151 ft-k 294.4 ft-k -143 ft-k 151 ft-k 3 294 ft-k 496.6 ft-k -203 ft-k 294 ft-k -5.62 k -5.62 k 9.29 k 9.29 k 2 459 ft-k 698.8 ft-k -240 ft-k 1 459 ft-k -7.94 k -7.94 k 17.19 k 17.19 k 1 -9.42 k -9.42 k 25.91 k 25.91 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.70 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 201 ft-k 86.2 ft-k 115 ft-k 201 ft-k 3 392 ft-k 130.1 ft-k 262 ft-k 392 ft-k 4.52 k 4.52 k 8.77 k 8.77 k 2 611 ft-k 174.1 ft-k 437 ft-k 1 611 ft-k 10.27 k 10.27 k 16.62 k 16.62 k 1 17.15 k 17.15 k 25.58 k 25.58 k Level 3 2 1 Hold Down _ 4.52 k 10.27 k 17.15 k Chord Force 10.03 k 18.53 k 28.13 k Hold Down MST60 HDU14 HD19 Capacity #N/A #N/A 6 k 14 k 19 k % #N/A #N/A 73% 76% 90% Page WL-50"of 65D C I _ m rroject No: Sheet No: E n c I n E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line C Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.635 praaw 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k �y DL= 0 D(.= 0 H:W Ratio= 0.4 LL= 0 g LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k I' DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 c LL= 0 2 W/H = 1.00 0 160.0 420.0 9.8 k R f DL= 0 H:W Ratio= 0.6 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 x 160.0 420.0 4.5k _ 3 _ A� DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 9q LL= 0 2 W/H = 1.00 CDf a MA 160.0 420.0 2.0 k - 2 ,I c; DL= U. DL= 0 H:W Ratio= 0.4 LL= 0 LL= 0 2 W/H = 1.00 c o � 25.2' v J 15'(tYp) 25.7' Material = Doug Fir Nailing= 0.148 inches Page WL-51 of 65 D C I I oject No: Sheet No: E r-1 C I fl E E R S Project: Date: Park 77 - Model B & D 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line C (Values Pre4 SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand 347 pif 507 pif 578 pif SW Type W4 W3 W3 Capacity 460 pif 600 pif 600 pif %- - 76% 1 84% 1 96% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.09 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 140 ft-k 185.4 ft-k -46 ft-k 140 ft-k 3 274 ft-k 279.8 ft-k -6 ft-k 274 ft-k -1.81 k -1.81 k 7.69 k 7.69 k 2 427 ft-k 374.3 ft-k 53 ft-k 1 427 ft-k -0.23 k -0.23 k 14.08 k 14.08 k 1 - 2.11 k 2.11 k 21.19k 21.19k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.06 Seismic Coefficient 0.525aE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 105 ft-k 284.8 ft-k -180 ft-k 105 ft-k 3 206 ft-k 480.9 ft-k -275 ft-k 206 ft-k -7.15 k -7.15 k 7.54 k 7.54 k 2 321 ft-k 676.9 ft-k -356 ft-k 1 321 ft-k -10.94 k -10.94 k 13.85 k 13.85 k 1 -14.16 k -14.16 k 20.71 k 20.71 k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.51 Seismic Coefficient 0.70E 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 140 ft-k 87.0 ft-k 53 ft-k 140 ft-k 3 274 ft-k 131.3 ft-k 143 ft-k 274 ft-k 2.10 k 2.10 k 6.50 k 6.50 k 2 427 ft-k 175.7 ft-k 252 ft-k 427 ft-k 5.67 k 5.67 k 12.28 k 12.28 k 1 10.00 k 10.00 k 18.78 k 18.78 k Level 3 2 1 Hold Down 2.10 k 5.67 k 10.00 k Chord Force 7.69 k 14.08 k 21.19 k Hold Down CS14 MST60 HDU14 Capacity #N/A #N/A 3 k 6 k 14 k % #N/A #N/A 84% 92% 74% Page WL-52 ofZ5- D C I rroject No: Sheet No: E n c I n E E R S Project: Date: Park 77 - BLDG C 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line B Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.760 PfACW 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load duo to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 0 6 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 0 c 78.8 131.3 29.1 k R DL= 0 H:W Ratio= 0.3 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 c ai 147.0 210.0 14.3 k _ 3 DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 M LL= 0 2 W/H= 1.00 o C1 x - al.= 14TO LL 210.0 7.0 k <- y --- — 2 �, t� 11.6 DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 c , LL= 0 2W/H = 1.00 o o � MEOW-�1 41.8' U- - U 10' (typ) — - 41.8' Material= Doug Fir Nailing= 0.148 inches � age WL- o 0 C I Project No: Sheet No: E n c I n E E R S Project: Date: Park 77 - BLDG C 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Desic n KA I.D.: SW Line B OUTPUT: (Values Presented in Allowable Stress WINI SW Combo 0.7pE Combo Factor = 0.9 E_ _ Level j 3 2 1 Demand 634 pif _ 944 pif 1097 pif SW Type W4 2W3 2W3 Capacity 645 pif 1200 pif 1200 pif % 98% 79% 91% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 345 ft-k 202.1 ft-k 143 ft-k 345 ft-k 3 753 ft-k 444.3 ft-k 308 ft-k 753 ft-k 3.41 k 3.41 k 9.16 k 9.16 k 2 1212 ft-k 683.4 ft-k 528 ft-k j 1212 ft-k 7.37 k 7.37 k 20.03 k 20.03 k 1 -- -_= 12.63 k 12.63 k 32.09 k 32.09-k-- Load Combination (1 +0.10 SDS)-D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left 1 Right R 259 ft-k 282.6 ft-k -24 ft-k 259 ft-k 3 565 ft-k 656.0 ft-k -92 ft-k 565 ft-k -0.58 k -0.58 k 7.47 k 7.47 k 2 909 ft-k 1026.4 ft-k -118 ft-k 909 ft-k -2.19 k -2.19 k 16.50 k 16.50 k 1 f= -2.81 k -2.81 k 26.42 k 26.42 k Load Combination (0.6-.14 SDS)"`D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 345 ft-k 90.1 ft-k 255 ft-k 345 ft-k 3 753 ft-k 198.2 ft-k 554 ft-k 753 ft-k 6.09 k 6.09 k 8.65 k 8.65 k 2 1212 ft-k 304.9 ft-k 907 ft-k 1 1212 ft-k 13.26 k 13.26 k 18.90 k 18.90 k 1 21.68 k 21.68 k 30.36 k 30.36 k Level 3 2 1 Hold Down _ _ 6.09 k 13.26 k 21.68 k Chord Force 9.16 k 20.03 k 32.09 k Hold Down MST60 HDU14 (2)HDU14 Capacity #N/A #N/A 6 k 14 k 27 k % #N/A #N/A 98% 97% 80% Page WL=54-of65 DC I rroject No: Sheet No: E n c I rl E E R S Project: Date: Park 77 6/14/16 Subject: By: 2012 BC & ASCE 7-10 Stacked Shearwatf Design KA SW Grid C-7 Wall self weight 10.0 psf WIND rho 1.0 SDS 0.760 Pfeomr 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 L)L= 0 H:W Ratio= 0.2 LL= 0 o LL= 0 2 W/H = 1.00 0 T 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 c LL= 0 2 W/H = 1.00 0 T 200.0 100.0 13.1 k R DL= 0 H:W Ratio= 0.3 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 c AlI T z _ 300.0 440.0 4.8 k 3 DL= 0 DL= 0 H:W Ratio= 0.2 LL= 0 M LL= 0 2 W/H = 1.00 o C] T S DL= 300-0 Ljs"0.0 2.4 k y-— ,S. - 2 Iy >tr. V DL= DL= 0 H:W Ratio= 0.2 LL= 0 LL= 0 2 W/H = 1.00 L Lhr=-- +F v 1 U. 1.5'(typ) io, lot 46.5' Material = Doug Fir Nailing= 0.148 inches Page WL-35-ol-65 =� Dcl Project No: Sheet No: E n c Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 OUTPUT: (Values Presented In Allowable Stress Desl SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 169 plf 232 pif 262 plf_ SW Type W6 W6 i W6 Capacity 310 plf 310 plf 310 pif 55% 75% 85% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 102 ft-k 573.0 ft-k -471 ft-k 102 ft-k 3 214 ft-k 1009.0 ft-k -795 ft-k 214 ft-k -10.23 k -10.23 k 4.32 k 4.32 k 2 340 ft-k 1445.0 ft-k -1105 ft-k 340 ft-k -17.29 k -17.29 k 8.33 k 8.33 k 1 - _ _- _ -24.03 k -24.03 k 12.65 k 12.65 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 77 ft-k 654.1 ft-k -577 ft-k 77 ft-k 3 160 ft-k 1446.9 ft-k -1287 ft-k 160 ft-k -12.55 k -12.55 k 4.07 k 4.07 k 2 255 ft-k 2239.7 ft-k -1985 ft-k 255 ft-k 1 -27.97 k -27.97 k 8.80 k 8.80 k 11 -43.15 k -41ILkj, 13.77 k 13.77 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 102 ft-k 343.8 ft-k -241 ft-k 102 ft-k 3 214 ft-k 605.4 ft-k -392 ft-k 214 ft-k -5.25 k -5.25 k 3.47 k 3.47 k 2 1 1111 340 ft-k 867.0 ft-k -527 ft-k 340 ft-k -8.52 k -8.52 k 6.83 k 6.83 k 1 -11.46 k -11.46 k 10.51 k 10.51 k Level - _ - 3 2 1 Hold Down_ 0.00 k 0.00 k 0.00 k Chord Force _ _ 4.32 k_ _ 8.80 k 13.77 k Hold Down i CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% � Page WL-56 of 65 m= D C I eroject No: Sheet No: E n c I rl E E R S Project: Date: Park 77 6/14/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 Wall self weight 10.0 psf WIND rho 1.0 SDS 0.760 New 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k y DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 c LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k DLw 0 DL= 0 H:W Ratio= 0.3 LL= 0 c LL= 0 2 W/H = 1.00 o� 200.0 100.0 8.5 k R DL= 0 H:W Ratio= 04 DL.= 0 LL= 0 2 W/H= 1.00 LL= 0 0 ri 300.0 440.0 8.6 k 3 DL= 0 I _, DL= 0 H:W Ratio= 0.3 LL= 0 M - LL= 0 2 W/H = 1.00 of s DI-= 300.0 LLB;440.0 6.7 k Q _- 2 LL i c� DL= DL= 0 H:W Ratio= 0.3 LL= 0 -r LL= 0 2 W/H = 1.00 C i 31.5' 1.5'(tYP) fit - - 32.0' Material = Doug Fir Nailing= 0.148 inches Page WL-57 of 65 C I � Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 OU alues Presented In Allowable Stress Design SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand 160 pif 322 plf 447 plf_ SW Type W6 W4 W4 Capacity 310 pif 460 pif 460 pif _ - % 51% 70% 97% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 66 ft-k 271.4 ft-k -205 ft-k 66 ft-k 3 173 ft-k 477.8 ft-k -305 ft-k 173 ft-k -6.51 k -6.51 k 4.19 k 4.19 k 2 321 ft-k 684.3 ft-k -364 ft-k 321 ft-k -9.69 k -9.69 k 9.13 k 9.13 k 1 -_ - -11.55 k -11.55 k 15.36 k 15.36 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 50 ft-k 309.8 ft-k -260 ft-k 50 ft-k 3 130 ft-k 685.2 ft-k -556 ft-k 130 ft-k -8.25 k -8.25 k 3.98 k 3.98 k 2 240 ft-k 1060.7 ft-k -820 ft-k 240 ft-k -17.64 k -17.64 k 9.40 k 9.40 k 1 -26.04 k -26.04 k 15.80 k 15.80 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) v_ I Left f Right Left Right R 66 ft-k 162.8 ft-k -96 ft-k 66 ft-k 3 173 ft-k 286.7 ft-k -114 ft-k 173 ft-k -3.06 k -3.06 k 3.35 k 3.35 k 2 321 ft-k 410.6 ft-k -90 ft-k 321 ft-k -3.62 k -3.62 k 7.64 k 7.64 k 1 -2.86 k -2.86 k 13.23 k 13.23 k Level - -- S- - - - 2---- 1 Hold Down _ 0.00 k 0.00 k 0.00 k Chord Force _ _ 4.19 k 9.40 k 15.80 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% Page WL-58 of 55 D C I Nroject No: Sheet No: E n c I rl E E R S Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 Wall self weight 10.0 psf WIND rho 1.0 SDS 0.760 Pfador 1.0 Pt L ao Lateral Force Unifonn Load (plf) Point Load (lbs) Level due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 o LL= 0 2 W/H= 1.00 0 0.0 0.0 0.0 k DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 c LL= 0 2 W/H = 1.00 0 r 200.0 100.0 4.5 k R DL= 0 H:W Ratio= 0.5 DL= 0 LL= 0 2 W/H = 1.00 LL= 0 Cn ri p _ (3L= 440.0 6.1 k `` V - _ r' 3 aL � U DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 in LL= 0 2 W/H = 1.00 o d OL= 300.0 440.0 4.7 k -V— 2 C:J DL= DL= 0 H:W Ratio= 0.4 LL= 0 LL= 0 2 W/H = 1.00 Ci o O x 28.5' u_ U 15'(typ) 29.0' Material = Doug Fir Nailing= 0.146 inches Page WL--53o ZS- =■ D c I Project No: Sheet No: 1= n C I n E E R s Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC &ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 OUTPUT: NaluesPresehfed Tn AMWAVe Stress Design) SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand _ 94 pif 219 pif 317 plf SW Type W6 W6 W4 Capacity 310 pif 310 plf 460 pif % 30% 71% 69% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 36 ft-k 224.3 ft-k -188 ft-k 36 ft-k 3 102 ft-k 393.8 ft-k -292 ft-k 102 ft-k -6.60 k -6.60 k 3.38 k 3.38 k 2 197 ft-k 563.4 ft-k -367 ft-k 1 197 ft-k -10.25 k -10.25 k 7.26 k 7.26 k 1 --- - -12.86 k -12.86 k 12.15 k 12.15 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 27 ft-k 255.8 ft-k -229 ft-k 27 ft-k 3 76 ft-k 564.1 ft-k -488 ft-k 76 ft-k -8.02 k -8.02 k 3.37 k 3.37 k 2 148 ft-k 872.5 ft-k -725 ft-k 1 148 ft-k -17.11 k -17.11 k 8.00 k 8.00 k 1 - -25.43 k -25.43 k 13.39 k 13.39 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 36 ft-k 134.6 ft-k -98 ft-k 36 ft-k 3 102 ft-k 236.3 ft-k -134 ft-k 102 ft-k -3.45 k -3.45 k 2.53 k 2.53 k 2 197 ft-k 338.1 ft-k -141 ft-k 197 ft-k -4.72 k -4.72 k 5.76 k 5.76 k 1 -4.96 k -4.96 k 10.00 k 10.00 k Level 3 2 1 Hold Down _ 0.00 k 0.00 k 0.00 k _ Chord Force 3.38 k 8.00 k 13.39 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 0% MMM Page WL-60 6f 65 = D C I Project No: Sheet No: E n c I rl E E R S Project: Date: Park 77 6114/16 Subject: By: 2012 IBC & ASCB 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 Impw Lautm GZ71 agodw ' Wall self weight 10.0 psf WIND rho 1.0 SIDS 0.760 Peam 1.0 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 c LL= 0 2 W/H = 1.00 0 0.0 0.0 0.0 k DL- 0 DL= 0 H:W Ratio= 0.9 LL= 0 c LL= 0 2 W/H = 1.00 o i 200.0 100.0 0.0 k — R ,Ir DL= 0 H:W Ratio= 0.0 DL= 0 LL= 0 2 W/H= 1.00 LL= 0 0 o z UL= 300.0 440.0 3.0 k V 3 � . -- — - . 0 DL= 0 DL= 0 H:W Ratio= 0.9 LL= 0 LL= 0 2 W/H = 1.00 Cn z DLj 300.0 440.0 2.3k - - - - 2 DL= DL= 0 H:W Ratio= 0.9 LL= 0 M LL= 0 2 W/H = 1.00 o 10.51 io I5'(typ) 11.0' - Material= Doug Fir Nailing= 0.148 inches Page WL-61 o =� Dcl Project No: Sheet No: E n c I fl E E R S Project: Date: Park 77 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Grid C-7 UTPUT: (Values IF I ress Design SW Combo 0.6W Combo Factor = 0.6 W Level 3 2 1 Demand _ 0 pif 161 plf 286 plf SW Type W6 _ W6 _ W6 Capacity 310 pif 310 plf 310 pif 0% 52% 92% Load Combination D+0.6 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 24.2 ft-k -24 ft-k 0 ft-k v 3 18 ft-k 48.6 ft-k -30 ft-k 18 ft-k -2.30 k -2.30 k 1.60 k 1.60 k 2 51 ft-k 73.0 ft-k -22 ft-k 51 ft-k -2.89 k -2.89 k 4.88 k 4.88 k 1 - -2.12 k -2.12 k 9.44 k 9.44 k Load Combination D+0.75 L+0.75 Lr+0.45 W Dead Load Coefficient 1.0 1.00 Wind Coefficient 0.45W 0.450 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 28.7 ft-k -29 ft-k 0 ft-k 3 14 ft-k 73.1 ft-k -59 ft-k 14 ft-k -2.74 k -2.74 k 1.90 k 1.90 k 2 38 ft-k 117.5 ft-k -79 ft-k 1 38 ft-k -5.66 k -5.66 k 6.08 k 6.08 k 1 -7.56 k -7.56 k 11.23 k 11.23 k Load Combination 0.6 D+0.6 W Dead Load Coefficient 0.6W 0.60 Wind Coefficient 0.6W 0.60 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 0 ft-k 14.5 ft-k -15 ft-k 0 ft-k 3 18 ft-k 29.2 ft-k -11 ft-k 18 ft-k -1.38 k -1.38 k 0.96 k 0.96 k 2 51 ft-k 43.8 ft-k 7 ft-k 51 ft-k -1.04 k -1.04 k 3.59 k 3.59 k 1 0.66k 0.66k 7.51k 7.51k Level 3 2 1 Hold Down _ 0.00 k 0.00 k 0.66 k Chord Force 1.90 k 6.08 k 11.23 k Hold Down CS16 CS16 LSTHD8(RJ) Capacity #N/A #N/A 2 k 2 k 2 k % #N/A #N/A 0% 0% 41% O Page WL-62 of-65 DC I rroject No: Sheet No: E n c I fl E E R S Project: Date: Park 77 - BLDG C 6i14116 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line A Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.760 Praamr 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 c LL= 0 2 W/H = 1.00 0 0 0.0 0.0 0.0 k - DL- 0 DL= 0 H:W Ratio= 0.0 LL= 0 o LL= 0 2 W/H = 1.00 0 e 78.8 131.3 15.9 k R DL= 0 H:W Ratio= 0.5—� DL= 0 LL= 0 2 W/H = 1.00 LL= 0 0 DLs 147.0 210.0 8.6 k "` 3 - - i DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 LL= 0 2 W/H = 1.00 DL= 1 47.0 210.0 4.2 k V - - 2 d i LL DL= 0 DL= 0 H:W Ratio= 0.4 LL= 0 LL= 0 2 W/H= 1.00 28.5' \ 10'(tYp) /- - - - # - 28.5' Material= Doug Fir Nailing= 0.148 inches Page WL-63 of 65 - D C I Project No: Sheet No: E n C I n E E R s Project: Date: Park 77 - BLDG C 6/14/16 Subject: By: 2012 BC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line A OU alues Presented in A-1ow SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand 509 plf 783 pif 918 pif SW Type W4 W3 W2 Capacity 645 pif 840 pif 1078 pif % 79% 1 93% 85% Load Combination (1 +0.14 SDS)*D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7QE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left Right R 188 ft-k 93.8 ft-k 95 ft-k 188 ft-k 3 419 ft-k 206.3 ft-k 213 ft-k 419 ft-k 3.32 k 3.32 k 7.54 k 7.54 k 2 681 ft-k 317.3 ft-k 363 ft-k 1 681 ft-k 7.46 k 7.46 k 16.73 k 16.73 k 1 - -_ -- 12.75 k 12.75 k 27.01 k 27.01 k Load Combination (1 +0.10 SDS)*D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 141 ft-k 131.2 ft-k 10 ft-k 141 ft-k 3 314 ft-k 304.5 ft-k 10 ft-k 314 ft-k 0.36 k 0.36 k 6.25 k 6.25 k 2 510 ft-k 476.4 ft-k 34 ft-k 510 ft-k 0.34 k 0.34 k 14.02 k 14.02 k 1 = - 1.19k 1.19k 22.60k 22.60k Load Combination (0.6-.14 SDS)*D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7QE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left J Right R 188 ft-k 41.8 ft-k 147 ft-k 188 ft-k 3 419 ft-k 92.0 ft-k 327 ft-k 419 ft-k 5.14 k 5.14 k 7.02 k 7.02 k 2 681 ft-k 141.5 ft-k 539 ft-k 1 681 ft-k 11.47 k 11.47 k 15.61 k 15.61 k 1 18.92 k 18.92 k 25.28 k 25.28 k Level 3 2 1 Hold Down 5.14 k 11.47 k 18.92 k Chord Force 7.54 k 16.73 k 27.01 k_ _ Hold Down MST60 HDU14 J HD19 Capacity #N/A #N/A 6 k 14 k 19 k % #N/A #N/A 83% 84% 100% .� Page WL-54o DC I vroject No: Sheet No: E n c I r1 E E R S Project: Date: Park 77 - BLDG C 6114/16 Subject: BY: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line C INPUT: Wall self weight 10.0 psf SEISMIC rho 1.3 SDS 0.760 Precwr 1.3 Pt Lateral Force Uniform Load (plf) Point Load (lbs) Level Load due to header(left) DL= 0.0 LL= 0.0 due to header beam loads(right) 0.0 k 11 DL= 0 DL= 0 H:W Ratio= 0.0 LL= 0 0 2 W/H = 1.00 0 0 0.0 0.0 0.0 k �r OL- 0 DL= 0 H:W Ratio= 0.0 LL= 0 c LL- 0 2 W/H = 1.00 0 78.8 131.3 13.1 k R DL= 0 H:W Ratio= 0.4 DL= 0 LL= 0 2W/H = 1.00 LL= 0 c ai G1 x DL 147.0 210.0 4.8 k 3 fir u DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 M LL= 0 2 W/H = 1.00 o O DL= 147.0 210.0 2.4 k V - 2 U DL= 0 DL= 0 H:W Ratio= 0.3 LL= 0 o LL= 0 2 W/H = 1.00 0 0 o = -V 35.0' X 35.0' Material= Doug Fir Nailing= 0.148 inches Page WU65-o '5- - D � I Project No: Sheet No: E n C I rl E E R S Project: Date: Park 77 - BLDG C 6/14/16 Subject: By: 2012 IBC & ASCE 7-10 Stacked Shearwall Design KA I.D.: SW Line C OUTPUT: (Values Presented in Allowable Stress Des! n) ., SW Combo 0.7pE Combo Factor = 0.9 E Level 3 2 1 Demand 341 pif 467 pif 529 plf SW Type _ W6 W4 W4 Capacity 435 plf 645 plf 645 plf 78% 72% 1 82% Load Combination (1 +0.14 SDS)"D+0.7 rho E Dead Load Coefficient 1+0.14 SDS 1.11 Seismic Coefficient 0.7QE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left I Right Left I Right R 155 ft-k 141.5 ft-k 14 ft-k 155 ft-k 3 324 ft-k 311.1 ft-k 13 ft-k 324 ft-k 0.40 k 0.40 k 5.36 k 5.36 k 2 509 ft-k 478.5 ft-k 31 ft-k 1 509 ft-k 0.37 k 0.37 k 11.29 k 11.29 k 7_71- 1 0.87 k 0.87 k 17.67 k 17.67 k Load Combination (1 +0.10 SDS)`D+0.75 L+0.75 Lr+0.525 rho E Dead Load Coefficient 1+0.10 SDS 1.08 Seismic Coefficient 0.525aE 0.683 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left 7-Right R 116 ft-k 197.9 ft-k -81 ft-k 116 ft-k 3 243 ft-k 459.3 ft-k -216 ft-k 243 ft-k -2.32 k -2.32 k 4.62 k 4.62 k 2 382 ft-k 718.6 ft-k -337 ft-k 382 ft-k -6.18 k -6.18 k 9.94 k 9.94 k 1 -9.62 k -9.62 k 15.60 k 15.60 k Load Combination (0.6-.14 SDS)`D+0.7 rho E Dead Load Coefficient 0.6-0.14 SDS 0.49 Seismic Coefficient 0.7aE 0.91 Level Overturning Resisting Moment Net Holdown Force Chord Force Moment(k-ft) (k-ft) Moment(k-ft) (HD) (CF) Left Right Left Right R 156 ft-k 63.1 ft-k 92 ft-k 155 ft-k 3 324 ft-k 138.8 ft-k 185 ft-k 324 ft-k 2.63 k 2.63 k 4.85 k 4.85 k 2 509 ft-k 213.5 ft-k 296 ft-k 509 ft-k 5.29 k 5.29 k 10.17 k 10.17 k 1 8.45k 8.45k 15.94k 15.94k Level 3 2 1 Hold Down 2.63 k 5.29 k 8.45 k_ Chord Force __ 5.36 k 11.29 k 17.67 k Hold Down MST48 MST60 HDU11 Capacity #N/A #N/A 4 k 6 k 10 k % #N/A #N/A 68% 85% 89% Page FDN-1 of 18 �� DCI E n G I n E E R S Page FDN-2 of 18 DC I Project No. Sheet No. Ef1GIflEERS I�✓.?✓ � � %rr. Project Date Subject By pL - 2 bpi{ CL.- ` 1( F 1 : l va d- L-1 .5 I� F 'z- t c..--c-C & h- Fz,S — VV, load 12I!S,-� ct t I c?W 44 V-�p ouo 1000 G c kALt— oyj, u.u4 i t to m v i�� po cli-t� I , Page FDN-3 of 18 k oject No. Sheet No. ME D C I III r�ls E n C I fl E E R S Project Date Subject B c y C-" .2 Z Z 2 t-b Ae J ' L( C-t— I-- �= - w.0 k LOO d- ' 17 fl^ L e Z Qj E� x ( zr, ) �C�Uu % Lean C Is�QLJ�-- Oc..c�G( '",;fi liltG�l.tiV...{ �'r-L..�C.c_c�c-�-•-d T- fy l Page FDN-4 of 18 DI Project No. Sheet No. E n C l nee R s Project Date Subject By (Ck vz-bC Ct t a it C'ct au f.k -t-'qC) ,P5 L tv\6 u�� & >: -� �I�r,12S') - � �3_ h�(t< w�,� _ `-Iy fl�,l2S�= U� 91,f/�_r•� = k b, VN.tsh "� ��cf 1 . h8 �. -PC Page FDN-5 of 18 =D C I f-roject No. Sheet No. Ef-iGIfIEERS Project Date Subject By (__1.n c_Ir 't_ IA Ei z. �b 2 f 0 Y' Q 1 - vin rt I lye d ✓vtCk'k lvuck- ' Iz ,s'i 1= ��•U VvACA.y r24 f�t_� ' Mtn c f 6 l,_ Page FDN-6 of 18 DCIProject No. Sheet No. SnC. 1EER5 Project Date I lc, I r y Subject By r --coca (P-`°` ' (— 2, — mCk C'UDC f��=r✓V tAt la oo-V*- dye 1, L,-\a+,, �l.Gf/�.1(-7.�..� ��? L-t.'\.�`� x = �J�1 IVLI I s� Z 1 �.n��, .••�.� Page FDN-7 of 18 Footing Sizing Allowable br@ 2000 psf f'c 2500 psi Model B Post 1 Pest-2 Post 3 Post 4 Post 5 Post 5 Post 7 Post 8 Stair Post Dead load(rxn from glulam)(k) 2.651 2.651 1.349 2.625 3 3.943 2.185 0.866 Live load(rxn from glulam)(k) 4.419 4.419 2.249 4.375 5 6.572 3.642 1.443 Post xc dimen(in) 6 4 6 6 4 6 4 6 Post yc dimen(in) 6 8 6 6 8 6 8 6 x dim en(ft) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 2 2 1.5 2 2 2.5 2 1.5 thickness(in) 12 12 12 12 12 12 12 12 1.88 1.88 1.34 1.87 2.00 2.29 1.71 1.07 (3 bms/sto First story posts Model a,Cont'd Balcony Po Post 1 (B-5-f Post (8-5 Post 1(8-2 Post 2(B-2-B-1) Dead load(rxn from glulam)(k) 2.37 2.7 1.16 2.6 0.57 Live load(rxn from glulam)(k) 6,315 3.8 1.67 3.71 0.814 Post xc dimen(in) 6 6 4 6 4 Post yc dimen(in) 6 6 8 6 8 x dimen(ft) 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 2 1.5 1.5 1.5 1.5 thickness(in) 12 12 12 12 12 2.08 1.80 1.19 1.78 0.83 Page FDN-8 of 18 Model D Post I Post 2 Post 3 Post 4 Post 5 Post 6 Post 7 Post 8 Dead load(rxn from glulam)(k) 0.842 1.343 0.501 1.638 3 3.188 3.75 1.689 Live load(rxn from glulam)(k) 1.403 2.239 0.835 2.729 5 5.313 6.25 2.815 Post xc dimen(in) 6 4 4 6 6 4 6 4 Post yc dimen(in) 6 8 8 6 6 8 6 8 x dimen(ft) 1.5 1.5 1.5 IS 1.5 1.5 1.5 1.5 y dimen(ft) 1.5 1.5 1.5 1.5 2 2 2.5 1.5 thickness(in) 12 12 12 12 12 12 12 12 1.06 1.34 0.82 1.48 2.00 2.06 2.24 1.50 Model C Post I Post 2 Post 3 Post 4 Post 5 Post 6 Pest Pest a Dead load(rxn from glulam)(k) 3.083 5.443 2.36 2.36 5.443 3.083 Live load(rxn from glulam)(k) 5.139 9.072 3.933 3.933 9.072 5.139 Post xc dimen(in) 4 6 6 6 6 4 Post yc dimen(in) 8 6 6 6 6 8 x dimen(ft) 1.5 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 2 3.5 1.5 1.5 3.5 2 thickness(in) 12 12 12 12 12 12 2.03 2.69 1.77 1.77 2.69 2.03 Model A Post I Post 2 Post 3 Post 4 Post 5 Post 6 Post 7 Post 8 Dead load(rxn from glulam)(k) 1.304 4.079 2.775 1.033 1.033 2.775 4.079 1.304 Live load(rxn from glulam)(k) 2.173 6.799 4.626 1.722 1.722 4.626 6.799 2.173 Post xc dimen(in) 6 4 6 6 4 6 6* 6 Post yc dimen(in) 6 8 6 6 8 6 6* 6 x dimen(ft) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 y dimen(ft) 1.5 2.5 2 1.5 1.5 2 2.5 1.5 thickness(in) 12 12 12 12 12 12 12 12 1.32 2.33 1.92 1.17 1.17 1.92 2.33 1.32 Page FDN-9 of 18 D C I Project No: Sheet No: EE I"9 Li 1 11 E= S R S 16011-0075 Project: Date: Park 77 6114/16 Subject: By: 1.5 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRFD) INPUT: Service Dead Load= DL=4.5 kips X Service Live Load LL=0.0 kips Allowable Soil Bearing Stress 2000 psf XC Concrete Strength(Pc)= Vo='3000 psi Column Xe Dimension- Xc i5.50 In. Yc Y Column Yc Dimension= Yc 15.50 in. X Dimension= X= 1.50 ft. Y Dimension= Y= 1.50 it. Yield Stress of Reinlorcing Bars= Fr=60.0 ksi Thickness= t=1 12.00 In. Clear Cover= cc=3.00 In. Base Plate? No Depth= d=8 69 in SP X Dimension BPx= 11 Fin in Shear Load Factor= O=0.75 BP Y Dimension BPy=11.50 In Flexure Load Factor= O=0.90 Column Type Interior as=40 00 it. OUTPUT: Reference Bearing Check Bearing Pressure: BP=(DL+LL)/A., 2 00 ksl Require Footing Area: A.,qe=(DL+LL)/(a„1_,11`r1000) 2,25 sq.It Actual Footing Area: A,a=X'Y 2.25 sq.ft OK Beam Shear Design-X Direction ACI 11.1.3.1 Aclual Shear at Critical Section: Vu=(X!2-XC/2•d)'Y'1.6'BP -1 Idps ACI 15.6.2 Shear Capacity: 0vn=0'2'sgn(f c)'Y'd 13 kips ACI 11.3.1.1 OK Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP -1 hips ACI 15.5.2 Shear Capacity: OVn=�'2'sgrt(f'c)'X'd 13 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b,=2'(Xc+d)+21(Yc+d) 56 75 in Length to Width Ratio: A=Max(X,Y)/Min(X,Y) 1 00 ACI 11.12.2.1 (a) Aclual Shear at Critical Section: Vu=(A..-((Xc+d)'(Yc+d)))'1.6'BP 3 Icips Shear Capacity: OVn a min of:0'(2+4/A)'sgrt(f c)'b;d 81 Icips ACI 11.12.2.1 or 4'(a,'d/b,+2)'sgrt(t'c)'b;d OK nr 9'4'sgrt(fc)'b;d T 1 Page FDN-10 of 18 = DCI Project No: Sheet No: E n G I n E E R s 16011-0075 Project: Date: Park 77 6114116 Subject: By: 1.5 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 31e-05(LRFD) X-Direction Reference Bar Size: t+5 Area-0.31 sq in Diameter=0,63 in Number of Bars Provided: 2 As Minimum: Asmta=Fy<60:0.002'Y't,Fy=60:0.0018'Y'1 0.39 sq in ACI 105.4,7.12 Otherwise:0.0018'60/Fy As Provided: AS.,=(4 Bars)'Areebar 0 62 sq in OK Moment on Fooling: Mu= 1.6'BP'Y'(((X-XC)l2)^2)/2 1 It-kips ACI 15.4.2 Moment Capacity: OMn-O*Asa,,'Fy'(d-(Asa,;Fy/(2.0.85'1'C'Y))) 23 it-kips OK Bar Spacing: Sbo,=(Y-cc'2)/(Nbarx-1) 12.001n OK ACI 10.5.4 Y-Direction Bar Size: y5 Area=0 31 sq in Diameter=0 63 in Number of Bars Provided: 2 As Mlnimum: Asm,a=Fy<60:0.002'X't,Fy=60:0.0018'X'1 0 39 sq.in ACI 10,5.4,7.12 otherwise:0.0018'60/Fy As Provided: As,,,,=(6 Bars)'Areaba, 0.62 sq in OK Moment on Footing: Mu=1.6'BP'X'(((Y-YC)/2)112)/2 1 fl-hips ACI 15.4.2 Moment Capacity: OMn=O'Asa,,'Fy'(d-(Asa,;FV(2'0,85'1'c'X))) 2311-kips OK Bar Spacing: $bar=(X-cc'2)/(Nbary-1) 12.00 in OK AC110.5.4 Development Length Hooked Bars No rp,y= 1.0 p-t_1.0 Epoxy Coated No 7,= 1.0 Lightweight Concrete 140 N _ to cc"(=2.50 co=2 SO X-Direction Development Length Lda=Dia,;(3'F;rA'1Pez(ppx X)/(40'SQRT(f"c)'(cbx/Diaj) 12 0 if) ACI 12.2 Available Development Length Ldavan=(X-Xc)/2 6 3 in NG Y-Direction Development Length Ldy=Diay'(3'Fy*,A'lper(Ppv'X)/(40'SQRT(P'c)'(cby/D)ay)) 12 0 In ACI 12.2 Available Development Length Ldavan=(Y-Yc)/2 6.3 in NG NOTES: [1] Bearing check is based on concentric load. Use combined footing spreadsheet If eccentrically loaded or moment at base of column. [2) Footing shear and flexural loads are based on a uniform factored load of 1.6 times the allowable bearing pressure. This is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded footing. In addition,If magnitude of load changes,only the bearing pressure must be re-Checked. [3) In calculating development length,K1r shall be take as 0 for design simplification per ACI 12.2.3. 1:41 Reduction in reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-11 of 18 NE)C Project No: Sheet No: E n G I n E E FI S 16011-0075 Project: Date: Park 77 6/14/10 ,subject: By: 1.5A SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRFD) ~ INPUT: Service Dead Load a DL=4.5 kips X Service Live Load= LL=0.0 kips Allowable Soil Bearing Stress 2000 psf XC Concrete Strength(I'c)= 11c=3000 psi Column Xc Dimension= Xc 5.50 In. YC Y Column Yc Dimension= Yc=5.50 in. X Dimension= X- 1.50 ft. Y Dimension m Y= 1.50 ft. Yield Stress of Reinforcing Bars= Fy=60.0 ksi Thickness= t= 18.00 in. Clear Cover= cc=,3.00 In. Base Plate? No Depth= d=14.69 In. BP X Dimension BPx= 11 5o in Shear Load Factor= 0-0.75 BP Y Dimension BPy=11.50 in Flexure Load Factor= O a 0.90 Column Type Interior as"40.00 II OUTPUT: Reference Bearing Check Bearing Pressure: BP=(DL+LL)/A,., 2 00 ks1 Require Footing Area: &.q'd=(DL+LL)/(6„ir-,r�1000) 2 25 sq It. Actual Footing Area: Aaor=X'Y 2 25 sq ft OK Beam Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu=(X/2-XC/2-d)'Y'1.8'BP -3 kips ACI 15.5.2 Shear Capacity: OVn=+*2'sgrt(f'c)'Y'd 22 kips ACI 11.3.1.1 OK Bearn Shear Design-Y Direction Actual Shear at Critloal Section: Vu=(Y/2-YC/2-d)'X'1.6'BP •3 kips ACI 15.5.2 Shear Capacity. OVn-0'2`sgrt(1'0)'X'd 22 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b,=21(Xc+d)+2'(Yc+d) 80 75 In. Length to Width Ratio: P=Max(X.Y)/Min(X,Y) 100 AC111,12.2.1(a) Actual Shear at Critical Section: Vu=(A,n-((Xc+d)-(Yc+d)))'1.6'BP -2 lips Shear Capacity: OVn=min of:0'(2+4/p)'sgrt(PC)'b,'d 195 kips AC111.12.2.1 or r;r'(a;d/b,+2)'sgrt(f'c)'b;d OK or�'4'sgrt(1'c)'b;d Page FDN-12 of 18 DC I Project No: Sheet No: E n G I n E E R S 16011-0075 Project: Date: Park 77 6/14/16 Subject: By: 1.5A SQ rooting AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER AC1318.05(LRFD) X-Direction Reference Bar Size: #5 Area=0.31 sq in Diameter=0.63 in Number of Bars Provided: 2 As Minimum: As,„,,=Fy<60:0.002'Y't,Fy=60;0.0018'Y't 0 58 sq in ACI 10.5.4.7.12 otherwise:0.0018'60/Fy As Provided: As,c,=(#Bars)'Areab„ 0 62 sq in OK Moment on Footing: Mu=1.6'BP'Y'(((X-XC)12)112)/2 1 fl-kips ACI 15.4.2 Moment Capacity: OMn=�As,„'Fy'(d-(As,,,'Fy/(2"0.85'1'c'Y))) 401t-kips OK Bar Spacing: 5bar=(Y-cc'2)/(Nbarx-1) 12.00 in OK ACI 1044 Y-Direction Bar Size: 05 Area=0 31 sq in Diameter=0 63 in Number of Bars Provided: 2 As Minimum: As,,,=Fy<60:0.002'X't,Fy=60:0.0018'X'1 0.58 sq.in ACI 10.5.4,7.12 otherwise:0.0018'601Fy As Provided: As,,,-(#Bars)'Areab„ 0.62 sq in OK Moment on Footing: Mu=1.6'BP'X'(((Y-YC)/2)A2)/2 1 It-kips ACI 15.4.2 Moment Capacity: 0Mn=�'As,N Fy'(d-(As,,,'Fy/(2'0.85'Pc'X))) 40 ft-kips OK Bar Spacing: Sbar=(X-cc'2)/(Nbary-1) 12.00 in OK ACI 10.5.4 Development Length Hocked Bars No rp",- 1,0 P:=.' 1 0 Epoxy Coated No 4= 10 Lightweight Concrete No 'I', 10 To:-=0.8 in.,•, 0 a c..�=2.50 oa"=2 50 X-Direction Development Length Ldx=Dla, (3'Fy'gt'rp,x'(Dex'X)/(40'SORT(P'c)'(cbx/Dlaj) 12 0 in ACI 12.2 Available Development Length Ldavail=(X-Xc)/2 6 3 in NG Y-Direction Development Length Ldy=Dlay(3'Fy'tp,'g y'g y').)/(40'SORT(f"o)'(cby<Diay)) 12 0 In ACI 12.2 Available Development Length Ldavail=(Y-Yc)/2 6 3 in NG NOTES: [1) Bearing check Is based on concentric load. Use combined footing spreadsheet if eccentrically loaded or moment at base of column. (2] Footing shear and flexural loads are based on a uniform factored load of 1.6 times the allowable bearing pressure. This Is a conservative assumption but allows footing design to work for non-unllorm bearing pressures such as a slightly eccentrically loaded footing. In addition,If magnitude of load changes,only the bearing pressure must be re-checked. [3) In calculating development length,Ktr shall be take as 0 for design simplification per ACI 12.2.3. [4] Reduction In reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-13 of 18 D C I r;� 16011-0075 ject No: Sheet No: E n G I n E E R S Projeott Date: Park 77 8114I16 Subject: By: 2.0 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRPD) INPUT: X Service Dead Load= DL=8.0 kips Service live Load= LL=0.0 kips Allowable Soil Bearing Stress= o•«!•,=2000 psf X0 Concrete Strength(Pc)- Vc,-3000 psi Column Xc Dimension= Xc=5.50 In. YC Y Column Yc Dimension= YC=5.50 in. X Dimension= X- 2.00 ft. Y Dimension= Y=2.00 ft. Yield Stress of Reinforcing Bars= Fy=60.0 ksi Thickness= I,. 12.00 In. Clear Cover= cc Base Plate? No Depth= d=6 69 in SP X Dimension BPx= 11 50 in Shear Load Factor= 0.0.75 BP Y Dimension BPy=11.50 in Flexure Load Factor= 0=0.00 Column Type Interior as=40.00 It. OUTPUT: Reference Bearing Check Bearing Pressure: BP=(DL+LL)/A,., 2 00 ksl Require Footing Area: A,.Jd=(DL+LL)/(cr.di.IV1000) 4.00 sq.ft Actual Footing Area: A.a=X'Y 4 00 sq it PO K Beam Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu=(X/2-XC/2-d)'Y'1.6'BP 0 kips ACI 15.5.2 Shear Capacity: OVn=012'sgrt(Pc)`Y'd 17 kips ACI 11.3.1.1 OK Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP 0 kips ACI 15.5.2 Shear Caparhy: OVn=m'21sgrt(Pc)'X'd 17 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b,=2'(Xc+d)+2'(Yc+d) 56.75 In Length to Width Ratio: P=Max(X,Y)/Mln(X,Y) 1.00 ACI 11.12.2.1(a) Actual Shear at Critical Section: Vu=(A.n-((Xc+d)'(Yc+d)))'1.6'BP 8 kips Shear Capacity: OVn=min of:0'(2+4/0)'sgrt(l'c)'b.*d 91 kips ACI 11.12.2.1 or @'(a;d/b.+2)'sgrt(f c)'b;d OK or 0'4'sgrt(1'c)%d Page FDN-14 of 18 = ®C 1 Project No: Sheet No: E n fa I n E E F1 S 16011.0075 Project: Date: Park 77 6114/16 Subject: BY: 2.0 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318.05(LRFD) X-Direction Reference Bar Size: 1k5 Area=0.31 sq.in Diameter=0.63 in Number of Bars Provided: 3 As Minimum: As,n,,,=17y40:0.002'Y't,Fy-60:0,0018'Y't 0.52 sq in ACI 10.5.4.7.12 otherwise:0.0018160/Fy As Provided: As..,=(#Bars)'Areab., 0 93 sq in OK Moment on Footing: Mu=1.6'BP'Y'(((X-XC)/2)A2)/2 2 ft-kips ACI 15.4.2 Moment Capacity: OMn=O'As..,'Fy'(d-(As..;Fy/(2'0.85'f'c'Y))) 34 It-kips OK Bar Spacing: Sb.r=(Y-cc'2)/(Nbarx-1) 9.00 in. OK ACI 10.5.4 Y-Direction Bar Size: #5 Area=0 31 sq in Diameter=0 63 in Number of Bars Provided: 3 As Minimum: As,.,n-Fy<60:0,002'X't,Fy=60:0.0018'X't 0 52 sq in. ACI 10.5.4,7.12 otherwise:0.0018'60/Fy As Provided: As.,,=(#Bars)'Areab., 0.93 sq.In OK Moment on Footing: Mu=1.S'BP'X'(((Y-YC)12)A2)/2 2 11-kips ACI 15.4.2 Moment Capacity: OMn=O'As..;Fy'(d-(As..;Fy/(2'0.85'f'a'X))) 34 II-kips OK Bar Spacing: Sb.,s(X-cc'2)/(Nbary-1) 9 00 in OK ACI 10.5.4 Development Length Hooked Bars No q""` 1.0 1 0 Epoxy Coated No i- 1 0 Lightweight Concrete No i'+' 1 0 0 8 co,=2.50 cor=2.50 X-Direction Development Length Ld.=Dlay(3'Fy'cA,'Sp.x'(p.X l)/(40'SQRT(I"c)'(cbx/Dias)) 12.0 in ACI 12.2 Available Development Length Lday.i,_(X-Xc)/2 93111 NO Y-Direction Development Length Ldy=Dlay'(3'Fy'rp'W.Y•(p.y'/,)/(40*SQRT(f"c)*(cby/Dlay)) 12 0 in ACI 12.2 Available Development Length Ld...11=(Y-Yc)/2 9 3 in No NOTES: [1] Bearing check is based on concentric load. Use combined footing spreadsheet if eccentrically loaded or moment at base of column. (2) Footing shear and flexural loads are based on a uniform factored load of 1.6 times the allowable bearing pressure. This is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded footing. In addition,if magnitude of load changes,only the bearing pressure must be re-checked. 1[3] In calculating development length.Ktr shall be take as 0 for design simplification per ACI 12.2.3. 1,4) Reduction In reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-15 of 18 M ®C I Project No: Sheet No: e n G I f-1 e E R S 16011-0075 Project: Date: Park 77 6114/16 Subject: ey: 2.5 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER AC1310-05(LRFD) INPUT: Service Dead Load= DL= 12.5 kips X Service Live Load= LL= 0.0 kips Allowable Soll Bearing Stress 2000 psi XC Concrete Strength(f'o)= t'c=3000 psl Column Xc Dimension= x==5.50 in. YC Y Column Yc Dimension= Yc=5.60 In. X Dimension= X=2.50 ft. Y Dimension= Yield Stress of Reinforcing Bars p Fy 60.0 ksi Thickness= t= 12.00 In, Clear Covers cc=3.00 In. lase Plate? No Depth= d=3 69 in. BP X Dimension BPx=11 50 in Shear Load Factor= 0=0.75 BP Y Dimension BPy=11.50 In Flexure Load Factor= 0=0.90 Column Type Interior as=40,00 ft. OUTPUT: Reference Bearing Check Bearing Pressure: BP a(DL+LL)/A,m 2 00 kst Require Footing Area: A...d=(DL+LL)/(v„p,.,/1000) 6 25 sq.I1 Actual Footing Area: A.=X'Y 6.25 sq It OK Beam Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu-(X/2-XC/2-d)'Y'1.6'BP 2 kips ACI 16.5.2 Shear Capacity: OVn=�'2'sgrt(f'c)'Y'd 21 kips ACI 11.3.1,1 OK Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP 2 kips ACI 15.5.2 Shear Capacity: 0Vn=r2'sgrt(I'c)'X'd 21 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b.-2'(Xc+d)+2'(Yc+d) 56.75 In Length to Width Ratio: 0=Max(X,Y)/Min(X,Y) 1.00 ACI 11.12.2.1(a) Actual Shear at Critical Section: Vu=(A.t-((Xc+d)'(Yc+d)))'1.6'BP 16 kips Shear Capacity: OVn=min of:�'(2+4/0)"sgrt(f'c)'bo'd 81 kips ACI 11,12.2.1 or�'(a,'d/b,+2)•sgrt(f'c)'bo d OK or 014"sgrt(f'c)"b;d Page FDN-16 of 18 = D C 1 Project No: Sheet No: E n (3 1 n E E R S 16011-0075 Project: Date: Park 77 6/14/16 Subject: By: 2.5 SQ hooting AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRFD) X-Direction Reference Bar Size: #5 Area=0.31 sq in Diameter=0 63 in Number of Bars Provided: 3 As Minimum: As,„„=Fy<60:0.002-Y't,Fy=60:0.0018'Y't 0 65 sq in ACI 10.5.4,7,12 otherwise:0,0018'60/Fy As Provided: As.�,_(#Bars)'Areab„ 0.93 sq In OK Moment on Footing: Mu-1.6'BP'Y'(((X-XC)/2)A2)/2 4 ft-kips ACI 15.4.2 Moment Capacity: t3Mn=O'As.,,Fy(d-(As,,,"PV(2'0.85'f'c'Y))) 35 ft-kips OK Bar Spacing: Sba,=(Y-cc'2)/(Nbarx-1) 12.00 in OK ACI 10.5.4 Y-Direction Bar Size: 05 Area-0 31 sq.in Diameter=U E3 in Number of Bars Provided: 3 As Minimum: As,,,,=Fy<60:0.002'X't,Fy=60:0.0018'X't 0.65 sq in. ACI 10.5.4.7.12 otherwise:0.0018'80/Fy As Provided. As.,,=(#Bars)'Areab„ 0.93 sq in OK Moment on Footing: Mu=1.6'BP'X'(((Y-YC)/2)A2)/2 4 It-lops ACI 15.4.2 Moment Capacity: OMn=O'As,.,'Fy'(d-(As,,,Fy/(2'0.85'Pc'X))) 35 ft-kips OK Bar Spacing: Sba,=(X-cc'2)/(Nbary-1) 12.00 in OK ACI 10.5.4 Development Length Hooked Bars NO 1 U Epoxy Coated No = 1 0 Lightweight Concrete No 0 0 0 P-v=0-8 X-Directlon Development Length Ld.=Diar(3'Fy gk'ep,K,p,x*.%)/(40'SORT(I"c)`(Cbx/Diaj) 12 0 in ACI 12.2 Available Development Length Ldavau=(X-Xc)/2 12 3 in OK Y-Direction Development Length Ldy=Diay'(3'Fy'(N'q.Y'(p.r%)/(40'SQRT(I"c)'(cby/Diay)) 12 0 in ACI 12.2 Available Development Length Ldavan=(Y-Yc)/2 12 3 In OK NOTES: [1) Bearing check Is based on concentric load. Use combined footing spreadsheet If eccentrically loaded or moment at base of column. [21 Footing shear and flexural loads are based on a uniform factored load of 1.6 times the allowable bearing pressure. This Is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded footing. In addition,If magnitude of load changes,only the bearing pressure must be re-checked. (3) In calculating development length,Ktr shall be take as 0 for design simplification per ACI 12.2.3. [4) Reduction In reinforcement development length only taken when achieving less than 90%moment capacity Page FDN-17 of 18 DC I Project No: Sheet No: En GI neeFtS 16011.0075 Project: Date: Park 77 6114/16 Subject: BY: 3.0 SQ Footing AEM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318-05(LRFD) INPUT: X Service Dead Load= DL-I 1 a.0 kips Service Live Load= LL=0.0 kips Allowable Soll Bearing Stress= obn_,u=2000 psi XC Concrete Strength(f'c)= Pc=3000 psi Column Xc Dimension= Xc= 5.50 in. YC Y Column Yc Dimension- Yc=5.50 in, X Dimension= X=3.00 It. Y Dimension- Y=3.00 ft. Yield Stress of Reinforcing Bars= Fr=60.0 ksi 'Thickness= t= 12.00 In, Clear Cover= cc=3.001n. Base Plate? No Depth.. d-8 69 in. BP X Dimension BPx=11 50 in. Shear Load Factor= 0=0.75 BP Y Dimension BPy=11 50 in Flexure Load Factor= 0=0.90 Column Type Interior as=40.00 it OUTPUT: Reference Bearing Check Bearing Pressure: BP=(DL+LL)/Aar 2 00 ksf Require Footing Area: A"0d=(DL+LL)/(o6,41_,i/1000) 9.00 sq It Actual Footing Area: Axr=X'Y 9 00 sq ft OK Beam Shear Design-X Direction ACI 11.1.3.1 Actual Shear at Critical Section: Vu=(X/2-XC/2-d)'Y'1.6'BP 5 kips ACI 15.5.2 Shear Capacity: OVn=f'2'sgrt(f c)'Y'd 2.6 kips ACI 11.3.1.1 OK Beam Shear Design-Y Direction Actual Shear at Critical Section: Vu=(Y/2-YC/2-d)'X'1.6'BP 5 kips ACI 15.5.2 Shear Capacity: OVn=4o'2'sgrt(i'c)'X'd 26 kips ACI 11.3.1.1 OK Punching Shear Design Critical Section(perimeter): b,-2'(Xc+d)+2'(Yc+d) 56 75 in Length to Width Ratio: P=Max(X,Y)/Mln(X,Y) 1 00 ACI 11.12.2.1 (a) Actual Shear at Critical Section: Vu=(A.,-((Xc+d)'(Yc+d)))'1.6'BP 24 kips Shear Capacity: OVn=min of:0'(2+4/(i)'sgrt(f'c)'b,'d 81 kips ACI 11.12.2.1 or 0'(a.'d/b,+2)'sgrt(f'c)1bc'd OK or f4•sgrt(f'c)'bo d Page FDN-18 of 18 D C I J� 011-0075 roject No: Sheet No: a n c3 I n e a f9 Project: Date: Park 77 6/14/16 Subject: By: 3.0 SQ footing ALM CONCENTRICALLY LOADED SPREAD FOOTING DESIGN PER ACI 318.05(LRFO) X-Direction Reference Bar Size: #5 Area-0.31 sq in Diameter=0,63 in Number of Bars Provided: 3 As Minimum: Asmia=Fy<60:0.002'Y't,Fy-60:0.0018'Y't 0 78 sq in ACI 10.5.4,7.12 otherwise:0.0018'60/Fy As Provided: As,,,=(#Bars)'Areab,r 0.93 sq in OK Moment on Footing: Mu=1,6'BP'Y'(((X-XC)/2)A2)12 81t-Icips ACI 15.4.2 Moment Capacity: OMn„rp'As.,`Fy'(d-(As,,,Fy/(2.0.85-f'c-Y))) 35 tt-lops OK Bar Spacing: Sbar=(Y-cc'2)/(Nbarx-1) 15 00 in. OK ACI 10.5.4 Y-Direction Bar Size: 05 Area=0 31 sq in Diameter=0 63 in Number of Bars Provided: $ As Minimum: Asm,,=Fy<60:0.002'X't,Fy=60:0.0018'X't 0,78 sq.in. ACI 10.5.4.7.12 otherwise:0.0018'60/Fy As Provided: As,,t=(#Bars)'Areabr 0.93 sq in OK Moment on Footing: Mu-1.6'BP'X'(((Y-YC)/2)A2)/2 8 ft•ldps ACI 15.4.2 Moment Capacity: OMn=O"Asaei Fy'(d-(AS,,,'FV(2`0.85'f'c'X))) 35 ft-Icips OK Bar Spacing: Sbar=(X-cc'2)/(Nbary-1) 15 00 in OK ACI 10.5.4 Development Length Hooked Bars No '1�+= 1.0 'Poe » 1 0 Epoxy Coated No 4=: 1.0 Lightweight Concrete INO T'' 1 0 IP:Y 0a 111 -'08 o,...=2.50 c;,v=2 50 X-Direction Development Length Ldx=Diax(3'Fy'rp,'T x"(pax'X)/(40'SQRT(f"c)'(cbx/Diaz)) 12.0 In ACI 12.2 Available Development Length Ldaran=(X-Xc)/2 15 3 in OK Y-Direction Development Length Ldy=Dlay(3'Fy'cp,'tper"cPor'?,)/(40'SQRT(f"c)'(cby/Diay)) 12 0 in ACI 12.2 Available Development Length Ldavbn=(Y-Yc)/2 15 3 in OK NOTES: (1) Bearing check Is based on concentric load. Use combined footing spreadsheet If eccentrically loaded or moment at base of column. (2) Footing shear and flexural loads are based on a uniform factored load of 1.6 times the allowable bearing pressure. This Is a conservative assumption but allows footing design to work for non-uniform bearing pressures such as a slightly eccentrically loaded footing, In addition,If magnitude of load changes,only the bearing pressure must be re-checked. 131 In calculating development length,Ktr shall be take as 0 for design simplification per ACI 12.2.3. (4) Reduction in reinforcement development length only taken when achieving less than 90%moment capaclly ,� 4 1. MEANS OF EGRESS 1026.4.1 Capacity. The capacity of the refuge area shall mm) measured at right angles from the exterior edge of the be computed based on a net floor area allowance of 3 stairway or ramps,including landings,to: square feet(0.2787 m2)for each occupant to be accommo- 1. Adjacent lot lines. dated therein. Exceptions:The net floor area allowable per occupant 2. Other portions of the building. shall be as follows for the indicated occupancies: 3. Other buildings on the same lot unless the adjacent 1. Six square feet (0.6 m2) per occupant for occu- building exterior walls and openings are protected in pancies in Group I-3. accordance with Section 705 based on fire separation distance. 2. Fifteen square feet (1.4 m2) per occupant for For the purposes of this section,other portions of the build- ambulatory occupancies in Group I-2. ing shall be treated as separate buildings. 3. Thirty square feet(2.8 m2)per occupant for non- 1027.6 Exterior exit stairway and ramp protection. Exte- ambulatory occupancies in Group 1-2. rior exit stairways and ramps shall be separated from the 1026.4.2 Number of exits. The refuge area into which a interior of the building as required in Section 1023.2. Open- horizontal exit leads shall be provided with exits adequate ings shall be limited to those necessary for egress from nor- to meet the occupant requirements of this chapter,but not mally occupied spaces. Where a vertical plane projecting including the added occupant load imposed by persons from the edge of an exterior exit stairway or ramp and land- entering the refuge area through horizontal exits from ings is exposed by other parts of the building at an angle of other areas. Not less than one refuge area exit shall lead less than 180 degrees (3.14 rad), the exterior wall shall be directly to the exterior or to an interior exit stairway or rated in accordance with Section 1023.7. ramp. Exception: The adjoining compartment shall not be Exceptions: required to have a stairway or door leading directly out- 1. Separation from the interior of the building is not side, provided the refuge area into which a horizontal required for occupancies, other than those in Group exit leads has stairways or doors leading directly out- R-1 or R-2, in buildings that are not more than two side and are so arranged that egress shall not require the stories above grade plane where a level of exit dis- occupants to return through the compartment from charge serving such occupancies is the first story ` which egress originates. above grade plane. I 2. Separation from the interior of the building is not required where the exterior exit stairway or ramp is SECTION 1027 served by an exterior exit ramp or balcony that con- EXTERIOR EXIT STAIRWAYS AND RAMPS nects two remote exterior exit stairways or other 1027.1 Exterior exit stairways and ramps. Exterior exit approved exits with a perimeter that is not less than stairways and ramps serving as an element of a required 50 percent open.To be considered open,the opening means of egress shall comply with this section. shall be not less than 50 percent of the height of the 1027.2 Use in a means of egress. Exterior exit stairways enclosing wall, with the top of the openings not less shall not be used as an element of a required means of egress than 7 feet(2134 mm)above the top of the balcony. for Group I-2 occupancies. For occupancies in other than 3. Separation from the open-ended corridor of the Group I-2, exterior exit stairways and ramps shall be permit- building is not required for exterior exit stairways or ted as an element of a required means of egress for buildings ramps,provided that Items 3.1 through 3.5 are met: not exceeding six stories above grade plane or that are not 3.1. The building, including open-ended corri- high-rise buildings. dors, and stairways and ramps, shall be 1027.3 Open side.Exterior exit stairways and ramps serving equipped throughout with an automatic as an element of a required means of egress shall be open on sprinkler system in accordance with Sec- not less than one side,except for required structural columns, tion 903.3.1.1 or 903.3.1.2. beams, handrails and guards. An open side shall have not less than 35 square feet(3.3 m2)of aggregate open area adja- 3.2. The open-ended corridors comply with cent to each floor level and the level of each intermediate Section 1020. landing. The required open area shall be located not less than 3.3. The open-ended corridors are connected 42 inches (1067 mm) above the adjacent floor or landing on each end to an exterior exit stairway or level. ramp complying with Section 1027. 1027.4 Side yards. The open areas adjoining exterior exit 3.4. The exterior walls and openings adjacent stairways or ramps shall be either yards, courts or public to the exterior exit stairway or ramp com- ways;the remaining sides are permitted to be enclosed by the ply with Section 1023.7. exterior walls of the building. 3.5. At any location in an open-ended corridor ' 1027.5 Location. Exterior exit stairways and ramps shall where a change of direction exceeding 45 have a minimum fire separation distance of 10 feet (3048 degrees (0.79 rad) occurs, a clear opening 2015 INTERNATIONAL BUILDING CODE® 285 i Except as provided for in 6.6.5.1,sprinklers shall not be required in any porches, balconies,corridors, carports,porte cocheres, and stairs that are open and attached. 6.6.5.1 Where a roof or deck is provided above, sprinklers shall be installed to protect attached exterior [balconies,attached exterior decks, and ground floor patios serving dwelling units in buildings of Construction Type U I I a o 3 V U W y �' 4 rA Z LO w cm E -+ ON o0 Z cS U � V N i N pp Q.i W w c�aa a cq o A ra a° C:) O 0 Z v u o > W �•+ A of a Acu whow F0-4 A VHF oa a ma U z cu � Z c xocq z oa . o w N L() U Qi L� �Z O i. - W N PCs }' F CZ w 0 � a o w z Q z O w ' � A F W �. �, 4_� k"^'� � . , IWORQ Systems Inc. Page 1 of 2 238 N Olympic Ave Arlington,WA98223 REVIEW COMMENT FORM (360)403-3500 Project Name:Park 77 Permit No:1070 Review Date:July 2016. Contact:Chris Young, Phone No:425-259-3161 Review Phase:Architecturals, Report Date:7/18/16, Reviewing Dept:CED, Applicant:Dykeman Architects, DWG Issue Date:, Rev Dwg or Spec Add'IRef, City # Ref. Comment Response/Resolution Check Off 1 CJY A1.00 'W63&64 Exterior exit stair walls are required to be 1-hr rated IBC 1027.6 2 CJY A1.00 Floor Assembly Types needed,1-hr rated+STC 3- CJY A1.12 Line C B-4& Tenant separation wall between units B1-B2 4 CJY A1.13 Line B-4 'Tenant separation wall between B5-B6 5. CJY A1.20 Line D-7 'Wall type between units D9-D10 6 CJY .A1.21 Line E-C,E-3 'Wall type between units E1-E2 7 CJY JAI.26 1-hr rated floor assmbly detail 6 CJY AT 10 Sliding Door(D3)not listed as safety glass(T) s CJY A7.10 Egress casement window requires 20-inch clear opening 10- CJY A8.12 "R-99"in low roof? 11 CJY A8.17 BC 1011.5.5 Bevel nosing required on precast stairs 12 CJY A8.17 IBC 1011.8 12'max vertical rise.No detail-"stair schedule" 13. CJY A2.14 exterior balconies-slope/gutters? 14 CJY A5.12b detail at column and stone encasement-water/vents? 15 CJY 1NFPA 13R Sprinklers required above decks 16 17 18 19 20 21 22 23 24 25 238 N.Olympic Ave Arlington,WA98223 REVIEW COMMENT FORM (360)403-3500 Project Name:Park 77 Permit No:1070 Review Date:July 2016, Contact:Chris Young, Phone No:425-259-3161 Review Phase:Archilecturals, Report Date:7/18/16, Reviewing Dept:CED, Applicant:Dykeman Architects, DWG Issue Date:. # Rev Dwg or Spec Add'I Ref Comment Response/Resolution City Ref. Check off 26 27 28. 29 30 31 32 33 34 35 36 37 38. 39. http://www.iworq.net/iworq/permit/popupPennitEditLetterPrint.asp?sid=MCFLNRPMKQ... 7/20/2016 IWORQ Systems Inc. Page 2 of 2 http://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=MCFLNRPMKQ... 7/20/2016 Commercial Plan Review OWNER: ? 7 ADDRESS: R Aile - USE: _ Z _r CONSTRUCTION TYPE: (Type V Provision) Yes o SCOPE OF WORK: REVIEWED BY: DATE: GENERAL INFORMATION 302 Occupancy Class (A2<50 occupants= B) lam- 7— Ambulatory Care Provision I Yes I INo Chapter 4 Special Use/Occupancy Provisions I zub T503 Building Area (OK? If not,go to Section 506) 504.1 Building Height(OK? If not,go to Section 504.2) 505 Mezzanine Yes No 505.2 Area Limitation Yes No LI-1 505.3 Egress Yes No 505.4 Openness Yes No 506.3 Sprinkler Increase (300%or 200%) Yes No 507 Unlimited Building Yes No 508.2 Incidental Use Area Yes No 508.3.1 Accessory Occupancy Yes No 508.3 Mixed Use7 Yes No 508.3.2 Non-separated Use Yes No 508.3.3 Separated Use Yes No T601 Construction Type V-19 Yes ®1" No T602 Distance Separation Yes Q No 603 Combustible Construction Yes Q No 705 Fire Walls Yes No 706 Fire Barriers Yes © � No 706.4 Continuity Yes No 707 Shaft Enclosure /(/lei Yes No 708 Fire Partition �l�j� Yes No 709 Smoke Barrier Yes No 710 Smoke Partition Yes No 715 Opening Protectives ;0&4. Yes No 717.2 Fire Blocking Yes No 717.2.6 Architectural Trim (20 feet Yes No 717.3 Draftstopping(1,000 3,000s Yes No 719 Thermal &Sound ',�.�Ct�L Lam' 0 Z Yes No 801 Interior Finishes Yes No Fire Systems 901 Fire Protection Yes No 903 Sprinklers I I?, Yes No 903.2.13 Additional Requirements Yes INo Fire Systems Continued 904 Alternative Systems Yes No V 905 Standpipes ? Yes No 907 Fire Alarm/Detection Yes No 908 Emergency Alarms Yes No 909 Smoke Control Yes No _ 910 Smoke and Heat Vents Yes No 911 Fire Command Centers iYes iNo Means of Egress T1004.1.1 Occupant Load N /A 1004.5 Convergence Yes No T1005.1 Egress Width 1006 Egress Illumination Yes INo 1007 Accessible Means of Egress Yes INo 1007.6 Areas of Refuge 1008 Doors/Turnstiles _ Yes I No 1008.1 Doors Yes 'No 1008.1.1 Door Size Yes No 1008.1.2 Door Swing Yes No 1008.1.7 Door Arrangement Yes No 1008.1.8 Door Operation (locks) Yes No 1008.1.9 Panic Hardware Yes No 1009 Stairs 1 Yes No 1009.1 Stair Width �iYes No 1009.2 Headrooml Yes No 1009.3 Treads/Risers(7" max, 11" min.) Yes No 1009.7 IVertical Rise 12 feet max. Yes No 1010 Ramps Yes No 1011 Exit Signs Yes _ No 1012 Handrails(both sides, extensions, etc.) Yes No 1013 Guards 42-inches I Yes No 1013.5 Mechanical Equipment: 10 feet Yes No 1013.6 Roof Access: 10 feet Yes No 1014 Exit Accessi Yes _ No 1014.2 Intervening Spaces Yes No 1014.4 Aisles Yes No 1015 Exit and Exit Doorways Yes No T1016.1 Travel Distances I Yes No 1015.2 Remoteness (1/2 or 1/3) Yes No 1017 Aisles Yes No 1018 Corridors Yes No 1018.1 Corridor Ratings Yes No 1018.2 Corridor Width Yes No 1018.4 Dead Ends Yes No 1018.5.1 Corridor Ceilings Yes No 1019 Egress Balconies Yes No 1020 1 Exits I Yes I INo �1 1021 Number and Continuity IYes I No Means of Egress Continued 1022 Ivertical Enclosures /✓ A Yes No 1023 Exit Passageways Al q Yes No 1024 Luminous Egress Markings _?VIA_ Yes No 1025 Horizontal Exits �/P Yes No 1026 Exterior Exit Ramps %q Yes No 1027 Exit Discharge Yes No 1028 jAssembly �✓14 Yes No 1029 Emergency Escape and Rescue IYes No Accessibility 1103 Scoping Requirementsi Yes No 1104 Accessible Route Yes No 1104.4 Vertical Accessibility>3,OOOsf Iv IA Yes No 1105 Accessible Entrances Yes No 1106 Parking and Loading Yes �/ No 1107 Dwelling and Sleeping Units Yes No 1108 Special Occupancies Yes No 1109 Other Features and Facilities A- q Yes No 1110 Signage IYes No Interior Environment 1203 Ventilation Yes ✓ No 1204 _ Temperature Control Yes No 1205 Lighting(also see WSEC) Yes No 1206 Yards and Courts /V A Yes No 1207 Sound Transmission Yes ✓ No 1208 Interior Spaces Yes No 1209 Access to Unoccupied Spaces Al Yes No 1210 (Surrounding materialsl Yes No Exterior Walls 1403 Weather Protection (Condos-see WAC) Yes ✓ No 1404 Materialsl Yes No 1405 Installation of Wall Coverings Yes No 1405.6.2 Veneers I IA Yes No 1406 Exterior Combustible Materials Yes No 1407 Metal Composite Material (MCM) q Yes No _ 1408 EIFS i /✓ L{ IYes jNo Roof Assmeblies and Structures 1503 Weather Protection- Drainage Yes ✓ No 1504 Performance Requirements-Wind Yes No 1505 Fire Classification Yes No 1506 Materials I Yes No 1507 Roof Coverings Yes No 1508 Roof Insulation Yes No 1509 Roof Top Structures- Penthouses Yes No 1510 Re-Roofing A Yes No Structu I Design 1604 lGeneral Design Requirements(Eng.) Yes No Chapter 17:Special Inspections Required Yes No 1803 Geotechnical Data Yes No 1807 Foundation Walls-Prescriptive Yes 17 No 1808 Foundations- Prescriptive Yes No 1809 Shallow Foundations Yes No 1810 Deep Foundations Yes No 1905 Concrete Yes No 2103 Masonry Yes No 2110 Glass Unit Masonry Yes No 2205 Structural Steel Yes No 2303 Wood Construction Yes No 2308 Conventional Construction- 1-story max. Yes INo 2403 Glass and Glazing Yes No 2406 Safety Glazing Yes No 2505 Gypsum Board and Plaster Yes No 2603 Foam Plastic Yes No 2902 Plumbing Fixtures Yes ® No 3001 Elevators j Yes No 3103 Special Construction Yes INo l rr kLc FFl o a,�, � ��,o, f- fT'c 1�"10 W(o q z A DA t t 0'7, 6.2.2. 1 ►—y pe 4 ALL pC sin a _ 2 Ya Al -A lz ' AT ICE � �� 1, ^✓ 6� A-1-Z - zoo, oao - - — - � S 3600 lNS p �s s �6oG �. _ - - - - � �. � �, t t - } .. . � �ti , '��v . , � �� '�� - Christopher Young To: Doug Hofius Cc: Kevin Olander Subject: RE: Park 77 Apartments Doug—a meeting is fine by me so just let me know when you would like that scheduled. The answers to your questions are as follows; Membrane penetrations of horizontal assemblies can be up to 6 inches in diameter for fans as long as the aggregate area of all penetrations don't exceed 144 sq. in . IBC 714.4.1.1 (1) NFPA 13R systems do not need coverage in ventilated attics or floor assemblies Draftstopping is allowed in lieu of continuous partitions to underside of roof deck. Per IBC 718.4.2—attic spaces can't exceed 3,000SF so a draftstop would be required in the attic space Floor Design System—UL Number L546 appears not to be acceptable as it doesn't have an STC of 50. A 1-hr assembly with an STC of 50 is required Christopher Young, Director Community& Economic Development 360-403-3432 cyoung@arlinatonwa.gov UAMERICKS BEST COMMUNITIES The Arlington/Darrington community has been selected as a semi-finalist in the nationwide America's Best Communities competition. Read more here,and like our ABC Facehook page From: Doug Hofius [mailto:dough@dykeman.net] Sent: Wednesday, March 23, 2016 2:52 PM To: Christopher Young<cyoung@arlingtonwa.gov> Subject: FW: Park 77 Apartments Chris, We would like to meet with you to review permit questions prior to submitting plans for the Park 77 project, but before then, we would like to review one important issue with you. The contractor is proposing to use a wood truss floor framing system, in lieu of 1-joists or sawn lumber. Before we commit to this system, it is important to understand the expectations of City inspectors. The project will consist of several 3-story buildings, with a footprint of 6,000 s.f. maximum, and total building area of 18,000 s.f. maximum. At this point we are expecting the project to be type V-B construction,fully alarmed and sprinkled with an NFPA-13R fire suppression system. Floor/ceiling assemblies and unit demising walls(fire partitions) will both be 1 hour rated assemblies. 1 I have enclosed some floor/ceiling uelails which the contractor has used on another project as examples. Our questions are as follows: • What protection is required at membrane penetrations such as bathroom fans? o Can we provide a GWB box around the fan, and then duct within the joist space without wrapping ductwork? s In accordance with NFPA 13-R requirements,we are assuming that attic truss spaces and truss spaces at floor/ceiling assemblies will not need to be sprinkled. Is there anything else we will need to consider related to sprinkling? Per 708.4,fire partitions do not need to be continuous through floor/ceiling spaces, but draft stops can be provided instead, at unit demising walls. Are there other considerations related to continuity of fire partitions? Thank very much for your help on this. Doug Hofius,AIA,LEED AP BD+C project manager DYKEMAN I INSPIRING EVERYDAY SPACES architecture+ interior design +visual marketing tel:425.259.3161 fax:425.259.5242 dough tQ.dykeman.net www.rlvkemun.ne[ 2 Christopher Young To: Doug Hofius Cc: Kevin Olander Subject: Plan Review Doug—the structural were pretty straight forward so once the Architectural notes have been addressed we will be prepared to issue permits. I do have the following comments to add; 1. The plans referred to the Electrical Plan for the Life Safety items and I could not find an electrical plan so this will need to be submitted 2. lam assuming the Residential Energy Code Prescriptive path is being called out but we still need the energy code forms indicating the energy credit path and other provisions such as ventilation (whole house fans)? The following items will be deferred submittals; 1. Sprinkler system (aboveground). Note: Underground needs to be submitted as part of the Site Civil, which will be a comment for that review 2. Alarm System 3. Mechanical 4. Plumbing 5. Pool 6. Electrical—State L&I Please let me know if you have any questions—thanks! Christopher Young, Director Community&Economic Development 360-403-3432 cyoung@arlingtonwa.gp_v_ The Arlington/Darrington community has been selected as a finalist in the nationwide America's Best Communities competition. Read more here,and like our,}B( a ,h:; '.page FINALIST i Christo her Youn 12 W� P J 2, From: Doug Hofius <dough@dykeman.net> Sent: Friday, August 05, 2016 8:39 AM To: Christopher Young Cc: Kevin Olander Subject: RE: Plan Review Thanks Chris, Electrical fire alarm,smoke alarm, CO2 and sprinkler system designs will be deferred submittals, and they are called out as such on sheet G03. Most of the energy code and mechanical code criteria are describe also on sheet G03. Sheet A1.55 has commercial lighting described. Let me know if there is anything else which is needed, and we can add that to the resubmittal. Thanks, Doug Hofius,AIA,LEED AP BD+C project manager DYKEMAN I INSPIRING EVERYDAY SPACES architecture+ interior design +visual marketing tel: 425.259.3161 fax: 425.259.5242 dough(t dykeman.net www.dykeman.net From:Christopher Young [mailto:cyoung@arlingtonwa.gov] Sent:Wednesday,August 03, 2016 2:26 PM To: Doug Hofius<dough@dyke man.net> Cc: Kevin Olander<kolander@arlingtonwa.gov> Subject: Plan Review Doug—the structural were pretty straight forward so once the Architectural notes have been addressed we will be prepared to issue permits. I do have the following comments to add; 1. The plans referred to the Electrical Plan for the Life Safety items and I could not find an electrical plan so this will need to be submitted 2. 1 am assuming the Residential Energy Code Prescriptive path is being called out but we still need the energy code forms indicating the energy credit path and other provisions such as ventilation (whole house fans)? The following items will be deferred submittals; 1 1. Sprinkler system (aboveground). Note: Underground needs to be submitted as part of the Site Civil, which will be a comment for that review 2. Alarm System 3. Mechanical 4. Plumbing 5. Pool 6. Electrical—State L&I Please let me know if you have any questions—thanks! Christopher Young, Director Community& Economic Development 360-403-3432 cyoung@arlingtonwa.gov 1 The Arlington/Darrington community has been selected as a finalist in the nationwide America's Best Communities competition. l[ Read more here,and like our ABC Facebook page FINALIST 2 �� 1 I � I Permit Information Date 7/1/2016 Permit Number 1070 Project Name Park 77-Master(Bldg 1) Applicant Name Dykeman Architects Applicant Address 1716 W Marine View Drive City,State,Zip Everett,WA 98201 Contact Doug Hofius Phone 425-259-3161 Email dough@dykeman.net Permit Type Commercial New Site Address 20227 77th Avenue NE,Bldg 1 Valuation 935515.35 Status Ready to Issue Permit Issued Permit Expires Square Feet 182510 Type of Construction/Occupancy Load V-B/R-2 Number of Stories 3 Proposed Use Type E-Residential Apartments Assigned To Kristin Foster Property Information Owner Information Parcel#:00829100000103 WD ARLINGTON INVESTMENT LLC WD ARLINGTON INVESTMENT LLC 1020 WEST CASINO RD UNKNOWN UNKNOWN EVERETT,WA 98204 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# EXXEL PACIFIC INC 360-734-2872 CONTRACTOR 1-abor and Industries IIFXXELP1073KN Review Date Type Description Target Date Completed Date Assianed To Status 7/1/2016 Commercial Building 7/8/2016 Christopher Young In Review 7/1/2016 Commercial Building 7/8/2016 (Kevin Olander In Review 7/1/2016 Commercial Building /8/2016 Tom Cooper In Review Fees Fee Description Notes Amount Building Permit Feel 322.11MO-01 $7,387.23 Building Plan Review Fe 345.83.00.Oq $4,801 70 Park-Comrn MON 9 Units x$1,497,0 $13,473.0 State Building Code Surcharge Feel 386.00.011.0q 1 unit $4.5 State Surcharge per Dwellingj 386.00.01.001 8 units $16.0 Traffic Mitigation] 345.85.00,021 $11,779 38 Total $37,461.81 Notes Date Note 1/5/2017 Phase I;buildings 5,9, 10, 11, 12, 13,14, 15, 16, 17(Community) Issued 1-5-2017 12/13/2016 Deleted photocopy fee and added to Bldg 5 to be paid for with phase 1. KF Total Fees for 17 Buildings.Building Permit Fee-$95,023.00 Building Plan Review Fee-$61,765.00 State 12/8/2016 Surcharge-Community Park Fee 182 units @$1,497.00 per unit=$272,454.00 Traffic-71 PMPHT @ $3,355.00=238,205.00 11/9/2016 Need updated park mitigation fees. 11/9/2016 Mechanical and plumbing permit and plan review fees are included. 7/1/2016 Plans are available for view in the CED plan review room. Uploaded Files Upload File l Date File Uploaded B 1/5/2017 4:32:46 PM Project Areas by Phase 12 08 2016.pdf Peterson,Launa x 8/10/2016 12:16:38 PM Architectural-City Comments-072016.pdf Young,Chris x 8/10/2016 12:16:19 PM Building Permit Comments Narrative.pdf Young,Chris x 7/1/2016 4:14:50 PM 1070 Park 77 Structural Calcs Part1.pdf Foster,Kristin x 7/1/2016 4:14:50 PM 1070 Park 77 Structural Calcs Part4.pdf Foster,Kristin x 7/1/2016 4:14:49 PM 1070 Park 77 Structural Calcs Part3.pdf Foster,Kristin x 7/1/2016 4:14:49 PM 1070 Park 77 Structural Calcs Part2.pdf Foster,Kristin x 7/1/2016 4:14:26 PM 1070 Park 77 Proiect Manual 2 Part1.pdf Foster,Kristin x 7/1/2016 4:14:26 PM 1070 Park 77 Project Manual 2 Part3.prlf Foster,Kristin x 7/1/2016 4:14:26 PM 1070 Park 77 Proiect Manual 2 Part2.pdf Foster,Kristin ( 7/1/2016 4:14:16 PM 1070 Park 77 Project Manual 1 Part1.pdf Foster,Kristin x 7/1/2016 4:14:16 PM 1070 Park 77 Project Manual 1 Part3.pdf Foster,Kristin x 7/1/2016 4:14:16 PM 11070 Park 77 Project Manual 1 Part2.pdf Foster,Kristin x 7/1/2016 1:19:54 PM 11070 Park 77 Ap plication.odf Foster,Kristin ?; J 4 5 D PARK 77 N THE CITY OF A R L I N G T O N,WA tA-429.2a9.316t f¢e,2a.289 SY 2 —dy4anaan.ne FOR1716 Weal Mari-war EYerett,WA 987A1-2098 WD . ARLINGTON INVESTMENTS L . L . C . NW 1/4 OF NE 1/4 OF SECTION A, TOWNSHIP 31N, RANGE 5E, WILLAMETTE MERIDIAN C C l_ k Park 77 FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE Arlington, WA i A B i 71us drnwing is: I.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instmment ofl'rot'essional Service. 3.For use on this project only.Obtain Architecfs written pcmilssion for my other use or reproduction. A MARK DATE DESCRIPTION 1 11202015 CUP Submittal 2 12/172015 Design Review Submttal 3 1/1420te Pridn Package 4 2/192016 U dated Pricin 5 6/102016 Issued Buildin Permit 6 8/102016 Permit Revisions PROJECT NUMBER 12014-052 APPROVED BY: I PROJECT DIRECTOR I Michael Stevens PROJECT MANAGER: I Doug Hofius CHECKED BYIN: JOB CAPTA : I Nathan Batallle PROJECT TEAM REVISED COVER SHEET Received Owner Architect Civil Engineer Landscape Architect Structural Engineer Geotechnical Consultant General Contractor FEB 22201Z WD Adinoton Investments.L.L.C. Dykeman Sound Development Group eccos Design DCI Engineers Associated Earth Sciences Exxel Pacifc (D1C) . 1020 W.Casino Rd. 1716 West Marine View Drive 1111 Cleveland Ave.,Suite 202 505 South First Street,Suite B 818 Stewart St.Suite 1000 9115th Avenue 323 Telegraph Road Everett,WA 98204 Everett,WA 98201-2098 Mt.Vernon,WA.98273 Mt.Vernon,WA 98273 Seattle,Wa.98101 Kirkland,WA 98033 Bellingham,WA 98226 Contact: Ryan Kilby Contact: Doug Hofius Contact: Pat Severin Contact: Patrik Dylan Contact: Troy Bean Contact Matt Miller Contact: Tim Spink ' Phone: (425)750 7926 Phone: (425)259 3161 Phone: (360)404 2010 Phone: (360)419 7400 Phone: (206)3321900 Phone: (425)827 7701 Phone: (360)734 2872 AS 1001 Email: ryan@williamsinvest.com Email: dough@dykeman.net Email: Pat@sdg-llc.com Email: eccosdesign@gmail.00m Email: tbean@dckengineers.com Email: mmiller@aesgeo.com Email: fims@exxelpacific.com Issued for Construction 1/6/2017 �. I 2 3 4 2 J 3 4 5 ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS DRAWING INDEX D ANGLE G01 COVER SHEET A1.24 Community Building Enlarged Plans S2E.3 Model E Structural 3rd Floor Framing Plan AB ANCHOR BOLT LAV LAVATORY G02 PROJECT INFORMATION A1.25 Community Building 2nd Floor Plan S2E.3A Model E Structural 3rd Floor Stud&Shear Wall Plan KEMAN ACT ACOUSTICAL CEILING TILE LS LAG BOLT G03 CODE ANALYSIS A1.26 Community Building Pool Plan S2E.4 Model E Structural Roof Framing Plan ADD ADDENDUM LKR LOCKER N S A.F.F. ABOVE FINISH FLOOR US LANDSCAPING DRAWING ORIENTATION NORTH G04 Survey Sheet A1.27 Shelter Plans S2F,1 Model F Structural Foundation/Stud&Shear Wall Plan ALs AREA LIGHT STANDARD LVR LOUVER ALUM ALUMINUM SD1.1 Building Y 9 Layout Plan A1.30 Buildings A&B Roof Plan S2F.2 Model F Structural 2nd Floor Framing Plan ANOD ANODIZED MAT'L MATERIAL $D 1.0 Site Plan A1.31 Building C Roof Plan S2F.2A Model F Structural 2nd Floor Stud&Shear Wail Plan MAX MAXIMUM ec BOTTOM OF CURB Me MARKERBOARD ROOM A S Data' A1.32 Buildings D,E and Community Bldg Roof Plan S2F.3 Model F Structural Roof Framing Plan M425.2Se.3161 r.:azs.zss.z, mw adykeman aar BD BOARD MECH MECHANICAL NAME ROOM NAME&NUMBER 2.1 Site etails A1.50 Building A Reflected Ceiling Plans S3.0 Structural Foundation Details BLDG BUILDING MED MEDIUM g g 171e wear Merinc View @Iva,Everett,wA ea2d1-mse BLKG BLOCKING MEZZ MEZZANINE C1.0 Civil Cover Sheet A1.51 Building B Reflected Ceiling Plans S3.1 Structural Foundation Details B.M. BENCH MARK MFR MANUFACTURER BM BEAM MH MANHOLE C1.1 TESC Plan-SWPPP A1.52 Building C Reflected Ceiling Plans S4.0 Structural Wood Shear Wall Details SOT BOTTOM MIN MINIMUM q WINDOW TYPE BTU BRITISH THERMAL UNIT MIN MIRROR C1.2 TESC Details and Specifications A1.53 Building D Reflected Ceiling Plans S4.1 Structural Wood Framing Details STWN BETWEEN MI so MISCELLANEOUS C2.0 Site Dimensional Plan A1.54 Building E Reflected Ceiling Plans S4.2 Structural Wood Framing Details MITI) MOUNTED 00 STOREFRONT TYPE C2.1 Site Pervious Pavemenl/Gravel Trench Bed Detail. A1.55 Community Building Reflected Ceiling Plans S4.3 Structural Wood Framing Details OR C CHANNEL MTL METAL Y 9 9 9 CS CATCH BASIN C2.2 Overall Site Grading Plan A2.10 Building A Elevations CCTV CLOSED CIRCUIT TV NA NOT APPLICABLE CG CORNER GUARD NIC NOT IN CONTRACT 10 10 10 KEYNOTE REFERENCE C2.3 North Grading Plan A2.11 Building B Elevations C.I.P. CAST IN PLACE NIS NOMINAL C2.4 South Grading Plan A2.12 Building C Elevations CLG CEILING NS NELSON STUD 9 9 CLR CLEAR NITS NOT TO SCALE CEILING PLANE HEIGHT-ALL C2.5 Park Walls and Stormwater Plan A2.13 Building D Elevations CJ CONTROL JOINT REFERENCES TO FINISH FLOOR C2.6 Park Walls and Stormwater Plan A2.14 Building E Elevations CMU CONCRETE MASONRYSONRYUNIT CA OVERALL 0'•0" 9 - CONT CONTINUOUS oc ON CENTER ELEVATION CORK CORRIDOR O.D. OVERFLOW DRAIN Cross Community C2.7 Wall Cro Sections A2.15 Building Elevations CS.J CONSTRUCTION JOINT OD OUTSIDE DIAMETER C2.8 Loop Road Plan and Profile,0+00 to 5+00 A2.16 Central Shelter Elevations CSMT CASEMENT OFCI OWNER FURNISHED CONTRACTOR INTERIOR FINISH TAG CT CERAMIC TILE INSTALLED C2.9 Loop Road Plan and Profile,5+00 to 10+00 A2.17 South Shelter Elevations CTR CENTER OF01 OWNER FURNISHED OWNER C2.10 Loop Road Plan and Profile,10+00 to End A2.16 North Shelter Elevations CENTERLINE INSTALLED OH OVERHEAD 0'•0' HORIZONTAL ELEVATION PLANE C2.11 Lower Road Plan and Profile 0+00 to 5+00 A2,19 Interior Elevations DBL DOUBLE OPNG OPENING B.O.D. HEIGHT-ALL REFERENCES TO F.F.E. C2.12 Lower Rd.Sta.5+00 to End&U Upper Rd.Sta.0.00 to A3.10 Building A and B Sections C DTL DETAIL OPP OPPOSITE pP 9 C OF DRINKING FOUNTAIN OS OUTSIDE End Stormwater Plan&Profile A3.11 Building C Sections DIA DIAMETER 01-V SPOT ELEVATION-ALL C2.13 Stormwater Swale Plan and Profile DIAL DIAGONAL PIP POURED IN PLACE 0 REFERENCES TO F.F.E. A3.12 Building D and E Sections DIM DIMENSION PL PROPERTY LINE C3.O Overall Utility Plan DISP DISPENSER PLAS PLASTER ty A3.13 Community Building Section ON DOWN PLYWD PLYWOOD C3.1 Overall Storm Water Plan A5.10 Wall Sections DP DAMPROOFING PSF PER SQUARE FOOT pp` FLOOR ASSEMBLY TAG-SEE A1.00 C3.2 North Stormwater Plan DR DOOR P.T. PRESSURE TREATED A5.11 Wall Sections DS DOWN SPOUT PVMT PAVEMENT C3.3 South Stormwater Plan OT DRAIN TILE A5.12 Wall Sections DWG DRAWING R. RADIUS C3.4 North Water Plan A6.01 AccessibilityStandards and MountingHeights R.D. ROOF DRAIN WS00 WALL TYPE TAG C3.5 South Water Plan 9 EA EACH REF REFERENCE A6.02 Accessibility Clearances EF EXHAUST FAN REFR REFRIGERATOR C3.6 Water Service Plan North A6.11 Bathroom Plans EJ EXPANSION JOINT REO'D REQUIRED EL ELEVATION REV REVISE OR REVISION O ROOF TYPE TAG C3.7 Water Service Plan South A6.12 Bathroom Plans Park 77 ELEC ELECTRICAL RM ROOM C3.8 North Sanitary Sewer Plan and Profile A6.13 Bathroom Plans E.O.S. EDGE OF SLAB R.O. ROUGH OPENING ENGR ENGINEER RCP REFLECTED CEILING PLAN C3.9 South Sanitary Sewer Plan and Profile A6,14 Kitchen Plans EP ELECTRICAL PANEL Y of DOOR NUMBER•SEE DOOR C4.1 City Arlington Waterline Standard Details EQ EQUAL Be SMART BOARD 9 A6.15 Kitchen Plans EQUIP EQUIPMENT SC SOLID CORE SCHEDULE FOR 1�1� C4.2 City of Arlington Sewer&Street Standard Details g7,10 Window Types&Schedules ES EACH SIDE SECT SECTION YP EW EACH WAY SF SQUARE FOOT C4.3 City of Arlington Street and Stormwater Standard Details A7.11 Door Types&Schedules W D Arlington EXST EXISTING SHTG SHEATHING C44 Construction Details (E) EXPANSION SH SHOWER A8.10 Door&Window Details Investments L.L.C. EAT EXTERIOR BHT , SHEET Mark- CASEWORK TAG•SEE C4.5 Construction Details A8.11 Door&Window Details , SIM SIMILAR W H D CASEWORK SCHEDULE FA FIRE ALARM SJ SEISMIC JOINT C4.6 City of Arlington Construction Specifications A8.12 Door&Window Details AT FBO FURNISHED BY OTHERS SM SHEET METAL C4.7 General Construction$ ecifications&Details FO FLOOR DRAIN SPEC SPECIFICATION P A8.13 Details 20201 77th Avenue NE FDN FOUNDATION so SQUARE L1.1 Planting Plan FOR REFERENCE ONLY A8.14 Details Arlington, WA FE FIRE EXTINGUISHER SS STAINLESS STEEL y FEC FIRE EXTINGUISHER CABINET STD STANDARD A L1.2 Planting Plan FOR REFERENCE ONLY A8.15 Details FF FINISH FLOOR STL STEEL L1.3 Planting Plan FOR REFERENCE ONLY A6.16 Stair Details-Typical FIFE FINISH FLOOR ELEVATION STOR STORAGE GRID LINE yP FIN FINISH STRUCT STRUCTURAL _ L1.4 Planting Plan FOR REFERENCE ONLY A8.17 Stair Details-Typical FL FLOOR SUSP SUSPENDED 1 L1.5 Planting Details,Notes,and Legend FOR REFERENCE B Fo FACE OF 9 9 A8.18 Stair Details-Cast in Place FOC FACE OF CONCRETE T TEMPERED GLAZING ONLY B FOF FACE OF FINISH TC TOP OF CURB A6.19 Stair Details-Section -- FOM FACE OF MASONRY TEL TELEPHONE A1.00 Wall And Floor Assembly Types S1.1 Structura 1.C l General Notes is rawmg ra' FOS FACE OF STUD T&G TONGUE AND GROOVE SIM 1.Copyright 2015 DYKEMAN,Inc. 1 A1.10 Building A-1 st and 2nd Floor Plan FRT FIRE RETARDANT TREATED THK THICK BUILDING SECTION S1.2 Structural General Notes,Abbreviations&Legend 2.The Architect's Instrument of Professional Service. FTG FOOTING TJ TOOL JOINT A101 Al.1 Ob Building A-let and 2nd Floor Mirrored Plan 3.For use on this project only.Obtain Architect's FURR FURRING TP TOP OF PAVEMENT S2A.1 Model A Structural Foundation/Stud&Shear Wall Plan written permission for any other use or reproduction. TYR TYPICAL � A1.11 Building A-3rd Floor Plan S2A.2 Model A Structural 2nd Floor Framing Plan GA GAUGE TOD TOP OF(MATERIAL) /AAAA�\ SIM � A1.11 b Building A-3rd Floor Mirrored Plan GALV GALVANIZED TOP TOP OF PARAPET 1 S2A.2A Model A Structural 2nd Floor Stud&Shear Wall Plan GB GRAS BAR TOS TOP OF STRUCTURE A101 WALL SECTION A1.12 Building B-1 st Floor Plan GC GENERAL CONTRACTOR S2A.3 Model A Structural 3rd Floor Framing Plan MARK DATE DESCRIPTION GL GLASS UNFIN UNFINISHED A1.12b Building B-1st Floor Mirrored Plan S2A.3A Model A Structural 3rd Floor Stud&Shear Wall Plan 1 i 1/20/2015 CUP Submittal GND GROUND UNO UNLESS NOTED OTHERWISE 61M A1.13 Building B-2nd Floor Plan 2 12/17/2015 Design Review Submittal GVP GVPSUM VENEER PLASTER i S2A.4 Model A Structural Roof Framing Plan GWB GYPSUM WALL BOARD VB VAPOR BARRIER DETAIL SECTION A1.13b Building B-2nd Floor Mirrored Plan s 1/14/2018 Pdcin Packa e VERT VERTICAL A101 S2B.1 Model B Structural Foundation/Stud&Shear Wall Plan 4 2/19/2018 U dated Pdcin A1.14 Building B-3rd Floor Plan He HOSE SIB VEST VESTIBULE S2B.2 Model B Structural 2nd Floor Framing Plan 5 6/10/2016 Issued Building Perm@ HC HANDICAP VFY VERIFY A1.14b Building B-3rd Floor Mirrored Plan 10 1/en017 ASI 1 HDWR HARDWARE S2B.2A Model B Structural 2nd Floor Stud&Shear Wall Plan HM HOLLOW METAL W/ WITH EXTERIOR ELEVATION A1.15 Building C-1st and 2nd Floor Plan a S2B.3 Model B Structural 3rd Floor Framing Plan HW HOT WATER WC WATER CLOSET A3.01 Al.15b Building C-1st and 2nd Floor Mirrored Plan a HVAC HEATING,VENTILATION AND WD WOOD S2S.3A Model B Structural 3rd Floor Stud&Shear Wall Plan AIR CONDITIONING WF WIDE FLANGE A1.16 Building C-1st and 2nd Floor Plan b S2B.4 Model B Structural Roof Framing Plan WG WIRE GLASS 1A PROJECT NUMBER: 12014-052 INSUL INSULATION WH WATER HEATER Al.16b Building C-1st and 2nd Floor Mirrored Plan b S2C.1 Model C Structural Foundation/Stud&Shear Wall Plan INT INTERIOR WIC WALK-IN CLOSET A1.17 Building C-3rd Floor Plan APPROVED BY: W/O WITHOUT to A5.01 1B INTERIOR ELEVATION S2C.2 Model C Structural 2nd Floor Framing Plan PROJECT DIRECTOR: Michael Stevens JAN JANITOR WP WATERPROOFING A1.17b Building C-3rd Floor Mirrored Plan S2C.2A Model C Structural 2nd Floor Stud&Shear Wall Plan PROJECT MANAGER: I Doug HoSus JT JOINT Wr WEIGHT A1.18 Building D-1st Floor Plan CHECKED BY: I JST JOIST I 82C.3 Model C Structural 3rd Floor Framing Plan JOB CAPTAIN: Nathan Bataille A1.18b Building D-1 st Floor Mirrored Plan S2C.3A Model C Structural 3rd Floor Stud&Shear Wall Plan SIM A1.19 Building D-2nd Floor Plan S2C.4 Model C Structural Roof Framing Plan A101 DETAIL A1.19b Building D-2nd Floor Mirrored Plan S2D.1 Model D Structural Foundation/Stud&Shear Wall Plan �- - - -J A1.20 Building D-3rd Floor Plan S2D.2 Model D Structural 2nd Floor Framing Plan A1.20b Building D-3rd Floor Mirrored Plan A S2D.2A Model D Structural 2nd Floor Stud&Shear Wall Plan REV# A1.21 Building E-1st Floor Plan S2D.3 Model D Structural 3rd Floor Framing Plan PROJECT A REVISION CLOUD A1.21b Building E-1 at Floor Mirrored Plan S2D.3A Model D Structural 3rd Floor Stud&Shear Wall Plan INFORMATION A1.22 Building E-2nd Floor Plan S2D.4 Model D Structural Roof Framing Plan Symbol Legend A1.22b Building E-2nd Floor Mirrored Plan S2E.1 Model E Structural Foundation/Stud&Shear Wall Plan 1zy 1 o g A1.23 Building E-3rd Floor Plan S2E.2 Model E Structural 2nd Floor Framing Plan AS 1 001 A1.23b Building E-3rd Floor Mirrored Plan S2E.2A Model E Structural 2nd Floor Stud&Shear Wall Plan Issued for Construction 1/6/2017 - ` NOTE:FINAL LANDSCAPE PLANS TO ' BE FORTHCOMING 2 3. 4 - I 2 3 4 GOVERNING CODES CODE DATA PROJECT INFORMATION D AN WAC 51.50 INTERNATIONAL BUILDING CODE,2012 EDITION Jurisdiction: City Of Arlington,Washington BUILDING AREAS ALLOWABLE BUILDING AREA CALCULATIONS PROJECT LOCATION: 20201 77th Ave NE YKEM Building Code: 2012 International Building Per IBC Table 503 Arlington,WA WAC 51.52 INTERNATIONAL MECHANICAL CODE.2012 EDITION Code (WAC 51-50) BUILDING 1 Residential Units Floom Heiaht Area Total(SF) 1st 2nd 3rd Assuming no increase for frontage. 9 3 42'-4" 9,136 3,160 3,135 2,840 PROJECT OWNER: WD Arlington Investments,LLC WAC 51.54 INTERNATIONAL FIRE CODE,2012 EDITION PLANNING CRITERIA BUILDINGS 1 AND 13 1020 W.Casino Road Address: 20201 77th Avenue NE BUILDING 2 Residential Units ors Heigh Area Total(SF) 1st 2nd 3rd R-2 Occupancy Everett,WA 98204 WAC 51.57 UNIFORM PLUMBING CODE,2012 EDITION Arlington,Washington 98223 16 3 42'•3" 15,700 5,955 5,936 3,810 Tabular Area Per Floor 7,000 Be 3 Stories Allowed per IBC 114,2 WAC 51.11 WASHINGTON STATE ENERGY CODE,2012 EDITION Snohomish County Parcel Nos.: 0082:100000103, BUILDING 3 Residential Units Floors H i Area Total(SF) 1st 2nd 3rd Total Allowable Area oer 508.4.1 21,000 SF 00829100000104, 9 3 42'-1" 9,140 3"6 3,146 2,830 Actual Building Area 9,135SF OK teA 425.259.3181 Joc42a.259.5242 ww,o.,Mkemaana 00829100000,05: -- - NATIONAL ELECTRIC CODE,CURRENT EDITION 00829100000106, BUILDING 4 Residential Units Floors Heicht Area Total(SFI tat 2nd 3rd BUILDINGS 2 AND 12 171e Wes[Marine View Drive Everett,wA sa2di-208a 00829100000107, 12 3 42'-11" 11,74E 4,100 4,075 3,670 R-2 Occupancy NFPA STANDARD 72,13,13-D,13-R 2002 00829100000108, Tabular Area Per Floor 7,000 SF 00829100000109 BUILDING 5 Residential Units Floors Heiaht Area Total(SF) 1st 2nd 3rd 3 Stores Allowed per IBC 5134.2 ICC"ANSI 117.1.2012 9 3 1.-9" 9,140 3,16E 3,145 2,630 Total Allow ble Area par 506 4.1 21.000 SF Legal Description: Actual Building Area 15.700 Sle OK FAIR HOUSING ACT DESIGN STANDARDS Plat Jay Three Two,Block 000 Lots 3-9 inclusive,City of Arlington Short Plat BUILDING 6 Residential Units Floors Hei h Area Total fSF) 1st 2nd 3rd #MJ-97.0004 Recorded in Assessors File No.199910055001 Being a 9 3 42'•9" 9,140 3,165 3'145 2,830 BUILDINGS 3.6.6.7.AND 10 portion of Parcel"A"Exising Plat. R-2 Occupancy BUILDING 7 Residential Units Floors Heicht Area Total(SR 1st 2nd 3rd Tabular Area Per Floor 7,000 SF PROJECT DESCRIPTION ZONING REQUIREMENTS 9 3 42'•9" 9,140 3,166 3,145 2,830 3 Stories Allowed Per IBC Zone: RHD(Residential High Total Allowable Area per 5O 4.1 21.000 Be Density) BUILDING 8 Residential Units Floors Heicht Area Total(SF) 11 t 2nd 3rd Actual Building Area 9,140 SF OK Use: Multi-Family Apartments 12 3 42'-11" 11,74E 4,100 4,076 3,670 (Multiple Buildings) BUILDINGS AND 11 •CONSTRUCT 16 RESIDENTIAL BUILDINGS 1.330 BUILDING a Residential Units Floors Heicht Area Total(5F) tat 2nd 3rd R-2 Occupancy Lot Area: 349,0623 SF(8.03 Acres) 12 3 42'-11" 11,74E 4,100 4,076 3,670 Tabular Area Per Floor 7.000 SF •CONSTRUCT 1 COMMUNITY BUILDING W/3 UPSTAIRS APARTMENTS Maximum Allowed Lot Coverage: 75%per AMC 20.4&5 3 Stories Allowed Per IBC _ Density(AMC 20.4&5): Not Applicable BUILDING 10 Residential Units Floors height Area Total(SF) tat 2nd 3rd Total Allowable Area Per 506.4.1 21,000 SF -CONSTRUCTION OF ASSOCIATED PARKING Max.Building Haight(AMC 20.484): 45'-0" 9 42'-9" 9,140 3,166 3,146 2,830 Actual Building Area 11.745 SF OK Building Setbacks(AMC 20.48-5): "CONSTRUCTION OF PUBLIC PARK AREA Interior Lot Boundary- 5'-0" BUILDING 11 Residential Units Floors Heiaht Area Total lSFI 11 t nd 2 3rd BUILDINGS 14,is.AND 16 Right of Way line= 20'•0" 12 3 42'-11" 11,745 4,100 4,075 3,570 R-2 Occupancy -SITE DEVELOPMENT Landscape Buffer= 6.4. Tabular Area per Floor 7,000 Be Parking Setbacks(AMC 20.46.070) 25'-0"from ROW BUILDING 12 Residential Unifs Floors Heicht Area Total(SF) tat 2nd 319 3 Stories Allowed per IBC 504.2 C Signage Setbacks(AMC 20.48-5) 104"from ROW 16 3 1.-T. 16,700 5,956 6,935 3,810 Total Allowable Area Per 506.4.1 Parking Requirements(AMC 20.72-1): 2.25 spaces per unit Actual Building Area 11,430 SF2I.00OKSF C Mini Parks Required:(AMC 20.52.020): 65 s.L oors per resident BUILDING I3 Residential Unite Fl Heicht Area Total(SF) 1st 2nd 3rd DEFFERED SUBMITTALS Permanent Usable Open Space Required: 5%of lot area 9 3 1.-4" 9,135 3'160 3,136 2,840 COMMUNITY BUILDING (AMC 20.52.030) Mixed Occupancy list Floor Airport Protection District: Not Applicable. BUILDING 14 Residential Units ELg= heigIA Area Total lSF) 1st 2nd 3rd A-2 Occupancy Tabular Area Per Floor: 6,000 SF 12 3 42'•5" 11,430 4.1 4,03E 3,336 Actual Area 1,500 SF 25%OK - BUILDING CODE CRITERIA B Occupancy Tabular Area Per Floor: 9,000 SF -FIRE ALARM BUILDING 7b Reaitlential Units Floors Heiaht Area Total(SF) 1st 2nd 3rd Actual Area 1.850 SF 18%OK •FIRE SPRINKLERS-NPA 13 Occupancy Classification: Group R-2(Residential) 12 3 42'•5" R430 4,060 4,036 3,336 Mixed Occupancy Total Area 3,150 Sle -ENGINEERED ROCKERIES AND WALLS Group A-3(Assembly) Mixed Occupancy Tabular/Actual Percentage: 51%OK Group B(Business)' BUILDING 16 Residential Units Floors Heicht Area Total(Sf1 let 2nd 3rd 12 3 42'-5" 11,430 4,060 4,035 3,335 Residential 2nd Floor Type of Construction: Type V-B Per IBC Table R-2 Occupancy IIIIII• • GENERAL NOTES 503 COMMUNITY Residential Units Floors Heiaht Area Total(SF) tat 2nd Tabular Area Per Floor 7,000 SF BUILDING 3 2 33'-11" 6,870 3,150 2,720 3 Stories Allowed per IBC 504.2 Fire Resistive Rating Requirements Total Allowable Area ner 506.4.t 21,000 SF ❑a rl. 77 g q (HRS) Actual Building Area 2.720 SF OK Park / I (IBC TABLE 41) GRAND TOTALS:182 Structural Frame: 0 UNITS= (35)113 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE THE Bearing Wells: (25)1BR+DEN WORK OF ALL TRADES INVOLVED IN THE PROJECT AS PART OF THIS Exterior: 0 (58)2BIR CONTRACT Interior: 0 (64)3BR MECHANICAL CODE CRITERIA FOR 2. CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT Non-Bearing Walla/Partitions: ALL DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH Exterior(IBC Table 602): AREA=179,360 SF(GROUP R-2) Provide continuously operating whole house ventilation at residential units W D Arlington THE WORK. x<5- 1 1,500 SF(GROUP A-2) in compliance with Table 403.8.1 of Washington State Mechanical Code: 3. CONTRACTOR SHALL PROVIDE A COMPLETE AND PROPER EXECUTION 5<x<10- 1 1.650 SF(GROUP BI ISR Units(500-1,000 a.f.) 30 rim continuous OF THE WORK AS INDICATED ON ALL DRAWINGS.IF ERROR IN LAYOUT, 10<x<30= 0 182,510 SF 2 and 3 BR Units(1,001-1,500 a.f.) 70 ofm continuous. Investments L.L.C. DIMENSIONS,OR DETAILS ARE FOUND BETWEEN ARCHITECTURAL, x>30= 0 a STRUCTURAL,MECHANICAL,ELECTRICAL,CIVIL OR LANDSCAPE Interior: Ventilation shall be provided by connection to whole house exhaust fans. AT DRAWINGS CONTACT THE ARCHITECT IMMEDIATELY BEFORE Typical= 0 ENERGY CODE CRITERIA PROCEEDING. Dwelling Unit Separation 12 Contractor to coordinate relief requirements at through-window inlet 20201 77th Avenue NE 4. REGULATIONS,STANDARDS,CONSTRUCTION,MATERIALS AND (IBC 709.3.2): vents.4 square Inches for each 10 cfm of outdoor air or equivalent,per REQUIREMENTS FOR INSTALLATION OF MATERIALS SHALL CONFORM Floor Construction: Project shall conform to the Residential requirements of Chapter 4,Washington State Energy Code.(3 stories or WSMC 403.8.6.1 Arlington, WA AND BE GOVERNED BY THE EDITION OF THE CODE IDENTIFIED IN THE Typical= 1 less above grade plane,per WSEC Chapter 2) CODES SECTION OF THIS SHEET. Dwelling Unit Separation Enveleoe Thermal Pertormanca 5. REFERENCING DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT (IBC 712.3 Exception) 12 Roof(Attic)Insulation: R�9 minimum LIMIT APPLICATION OF DRAWINGS OR DETAILS. Between Occupancies= 1 8. MATERIALS AND FINISHES LISTED ON INTERIOR AND EXTERIOR Roof Construction= 0 Wood Framed Walls: R-21 minimum ELEVATIONS ARE FOR GENERAL INFORMATION AND CONVENIENCE OF Unheated Slab Edges: R-10 for 24" B THE CONTRACTOR.IN ADDITION TO MATERIALS AND FINISHED Exterior Wall Openings(per Table 705.8)All buildings sprinkled. Opaque Doors U-0.37 or leas B INDICATED OR SPECIFIED ELSEWHERE IN THE DOCUMENTS. Unprotected Openings. Windows and Fenestration: U-0.30 or leas VICINITY MAP This drawing is: 7. HEIGHT DIMENSIONS ARE GIVEN FROM FINISHED FLOOR WHERE Fire Sep.Distance Allowable INDICATED,OR RELATIVE TO DATUM NOTED ON DRAWINGS. 5'to 10' 25% SHGC 0.40 or lava - 1.Copyright 2016 DYKEMAN,Inc. 8. N.I.C.EQUIPMENT IS FURNISHED AND INSTALLED BY OTHERS. 15'to 20' 75% 2,The Architect's Instrument of Professional Service. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION over 20' No limit. it r y,�, 3,For use on this project only.Obtain Architect's Provide continuo s sit et it b rn r in AND PERFORMING WORK AS REQUIRED BY DETAILS OR u a a a ee compl ante with WSEC 402.4.1.Air Barrier shall be sealed at all seams r " written permission for any other use or reproduction. SPECIFICATIONS FOR EQUIPMENT INSTALLATION. Accessibility(Chapter 11) penetrations,and transitions. _._...__... .__ _,. 9. O.F.C.I.EQUIPMENT IS FURNISHED BY OTHERS AND INSTALLED AS Accessible Parking Spaces (j i smv PART OF THIS WORK,THE CONTRACTOR IS RESPONSIBLE FOR 300 to 400 total spaces:8 Accessible spaces required Materials she have a permeability no greater than 0.004cfm/sf at 75 Pa when tested per ASTM E2178 COORDINATING THE WORK AS REQUIRED FOR INSTSALLATION. Type A Unite:5%of 182 un8s=10 Type A units required k/^ e 10. DO NOT SCALE DRAWINGS:CONTACT ARCHITECT FOR ANY NEEDED Type B Units:Type B requirements. Assemblies shall not exceed 0.04 cfm/sf at 75 Pa when tested per ATMK E 2357,E 1877 or E283 q MARK DATE DESCRIPTION CLARIFICATION. f 1 11202016 CUP Submittal l 1. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS FOR FIRE Utility Provider(Water&Sewer): Fenestration.Windows shall not exceed 0,30 rim/sf and doom shall not exceed 0.50 rim/sf when tested per d 1 ii151 RATED WALLS,INCLUDING,BUT NOT LIMITED TO PIPING,DUCT, Arlington City Sewer Department AAMA A440 or NFRC 400. - 2 12/172016 Design Review Submittal CONDUIT ETC.WITH FIRE STOPPING PER THE CODER THAT GOVERN 4 ` 3 1/142016 Prldn Packa e THIS SET Of DOCUMENTS.CONTRACTOR SHALL MAINTAIN THE School District: Building Test:The completed building shall not exceed 5 Air changes/Hour,when tested under a prossure of 4 2/192016 U dated Pdcin Arlin 50 Pascals.,Per WSEC 402.4,1.2 gg INTEGRITY OF THE VAPOR BARRIER MEMBRANE AT THE FLOOR SLAB, glom School District No.18 (� �-'�' {; � d+ 5 8/102018 Issued Buildin Permlt WALLS,AND ROOF.BACKER ROD,SEALANT AND OTHER APPROVED Hot Water Pine Insulation shall have a minimum thermal resistance of R-4. rM) g "^�rNf '""b^�"au 6 BI102016 Permit Revlelone MEANS SHALL BE APPLIED CONTINUOUSLY AROUND ALL EXTERIOR DOORS AND WINDOW PENETRATIONS AND OTHER AREAS OF Ventilation Fans shall meet efficacy requirements of WSEC Table R403.5.1 u POTENTIAL AIR INFILTRATION,INCLUDING STRUCTURAL,MECHANICAL q ? " AND ELECTRICAL PENETRATIONS.THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO VAPOR BARRIER,OR REPLACE THEM PRIOR TO COVER,AS APPROVED. 12. THERMAL AND SOUND INSULATION IS INTENDED TO PROVIDE A ynsF w,kx,k a"em. PROJECT NUMBER: 1 2014-052 CONTINUOUS ENVELOPE AS INDICATED. APPROVED BY: 1 13. ALL ADA TOILETS,URINALS AND STALLS SHALL MEET THE CODES THAT i } PROJECT DIRECTOR: 1 Michael Stevens GOVERN THIS SET OF DOCUMENTS. g, _ PROJECT MANAGER: Doug HoBus 14. WHERE EXTERIOR CONCRETE WALKS AND LANDINGS ABUT BUILDING, axxn a xr 4*„ CHECKED BY: 1 THEY SHALL BE SLOPED AWAY FROM THE BUILDING AS NOTED,BUT IN c NO CASE LESS THAN 1/8'12". r".rerw r SITE LOCATION JOB CAPTAIN: 1 Nathan Betaille 15. MAINTAIN NOTED SLABTHICKNESS AT ALL RECESSED SLAB AREAS AND SLOPING SLABS,TYPICAL. ,somnst s to. ALL WOOD IN CONTACT WITH CMU,CONCRETE OR SOIL SHALL BE `r d ive i PRESSURE TREATED,TYP,UON. 'Y 17. ALL FOAM PLASTIC INSULATION COMPLY WITH THE SURFACE BURNING 14 8 CHARACTERISTICS DEFINED BY THE CODE THAT GOVERNS THIS n 8 + a A DOCUMENT, 4 �' 18. SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY THE `� 2 A CODE THAT GOVERNS THIS DOCUMENT. >•• e, auk CODE ANALYSIS S CI-'CA SECTIO C E 20. PROVIDE DRY TYPE SIDEWALL SPRINKLER HEADS ABOVE EXTERIOR } DECKS AND STAIRWELLS. r. 4 n,M a�•.M;wlyni � 3 1 M 1110 AS1 001 IN / Issued for Construction 1/6/2017 E 2 3 4 2 3 4 D E DYKEMAN IT 11 Project Summary 1":40' Lot Area(lots 3-9) 349,523 s.f. Impermeable: reA 42a2s9.9181 faxt426259.61a[ ,amdykenwe.rut Building Pads: 83,825 s.f. - r Paths B Sidewalks: 33,064 s.f. nts wear Mednewew rntve evcreu,wA sezol-zoea 0 BLDG. t ^'-- --?� Vehicle Circulation&Parking: 113,862 a.f. 42-4"Ht. 1�0 Pool Area 2,65081, 3 Stories BLDG.12 Total: 233,401 s.f. Build ng Type E.�'/ \ 42'-3"Ht. __-_ -\ 3 Stories Minimum Required Permeable: 87 380 s.f. Mmusawlisiiiiiiiiiiiiiim 18 Units _ Permeable Provided: 116,122 e.f. Building Type C i1 BLDG 11 Building Footprint Impermeable Area: . FF Elevation- -11"Hit Type A:3,165 s.f. . 1.0 3 Stories Type B:4,100 s.f. 42' MONUMENT SIGN 14 Type C.5,955 s.f. FF Elevation= Building ni12 ts B I TYPe D:4,080 s.f. 140.75 ''� TYPe E:3160 s.f. Amenities:3,695 s.f, 8 MAILBOXES(PHASE 1): FF Elevation- FF Elevation- Building Composition: (7)EACH W/16 SLOTS, 142.5 146.5 it Type A PARCEL BOXES A 3 BR:4 BLDG.14 ) 2BR:2 1 BR:3 4 Stories \ �I Type B: 3 Units FF Elevation- 3 BR:4 di Units 147.5 2 BR:5 Building Type D 1 BR:3 C O Type C: 3 BR.4 C 2 BR:6 / II, 1 BR:8 Type D: O FF Elevation= 3 BR:4 2 BR:4 142.0 1 BR:4 1 HR Type E: WALLS 3 BR:4 2 BR:2 1 BR:3 Amenities Building: BLDG.15 lLa, 1 SR:3 • 42'-2"Ht, BLDG.17 3 Stories Total Units: 182 12 Unite 34'-3"Ht. -1 Bed: 60 Park 77 Buildin P. D 2 Stories FF Elevation- 2 Bed: 58 �i 3 Units 143.0 •3 Bed: 64 Z G Community ( 1 42LDG•Ht. CD I N Mini-Park Requirements: wr ♦ 3 Stories 1.4 Residents x 80= 84.0 Residents FOR 12 Unite Q' Pool L 2BR:22 Residents x 58=127.6 Residents ♦ Building Type B •c FF Elevation= 0- r 3BR:3.2 Residents z 84=204.8 Residents • 148.75 _ '§ Total=417ResdeMs WD Arlington �g BS sf.z 417 Residents=27,105 s.f.park required o- Q FF Elevation- - - ? BLDG.10 143.5 _ Mini-Parks Provided:32,750 s.f. Investments L.L.C. 49 Un-91'its Ht. -"� _ _ 1 3 Stories BLDG.8 9{yl)q 0) Parkin Required A 1 HR 9 Units �� ID t.25 stalls per 801BR unite- 75 stalls WALLS Building Type 3 tr'HL p 20201 77th Avenue NE 9 YP 225 stalls er 122 2&3BR unite= 274,5 stalls 3 Stories Leas 10°k(orozimity to hus,_ -27.45 g�Jlg 12 UnitsType Total required= 322.05 stalls Arlington, WA FF Elevation= O Building Tpe B 143.5 13 Accessible narklng required: A 2%of stalls provlded. LDG.16 i 325 x 0.02=6.5-Provide 7 B 42'-2"Ht. 3 Storie � ® 1H / Aaccelssible:Provided, 7 B Building Type D 2 Units WALLS ��I CoStandard: 33. (up to 20%allowed per 20.72.030) This drawing is. 1 FF Elevation= 11 Total: 325 1.Copyright 2016 DYKEMAN,Inc. BLDG.5 FF Elevation- BLDG.8 FF Elevation= BLDG.7 FF Elevation- 154.0 11 Architect's Instrument of Professional Service C Parkins Stall Dimensions: 3.For use on this project only.Obtain Architect's 42'•9"Hit. 146.5 42'-9"Hit. 148.5 42'•8"Hl. 151.75 Standard: 9'X 19' 3 Stories 3 Stories 3 Stories Compact. 8'X 19' written permission for any other use or reproduction. FF Elevation- 9 Units 8 Units 9 Unlle Accessible: 14'X 19' U) 144.5 Building Type Building Type A _ Bull Type to IT�7I Shaded Parkin Required: dWp ® Accessible stalls:14'x 19'x(7)=1,862 sf MARK DATE DESCRIPTION �J Standard stalls:9'x 19'x(320)=54,720 of 1 1120/2015 CUP Submittal Total 56,582 s.f.x 025=14,145 of required shaded 2 12/172015 Design Review Submittal Shaded Parking Provided:14,845 of 3 1/14/2016 Pdnin Packs e li 4 2/19/2016 U dated PriGn C MAILBOXES(PHASE 2) Bicycle Rack Space Required: 5 8/102018 Issued Buildin Permlt 0) (5)EACH W/16 SLOTS, 0 � 2 PARCEL BOXES -� 10%Requlretl Vehicle Parking 8 12/122016 RFI 001 (p ® 205 10 1162017 ASI1 L - II 322.d X 3 =Spews / - Total Required=33 Spaces d \ El d, Bike Rack Space Provided:45 Spaces I (Pad Mounted) PROJECT NUMBER: 1 2014-052 FIRE DEPARTMENT SLDG.1 I Drive Aisle:24'Width APPROVEDBY: I ACCESS EASEMENT 42'-4"Ht. BLDG.2 BLDG.3 BLDG.4 PROJECT DIRECTOR: I Michael Stevens 3 Stories 42'-3"HL 42'-9"H. 42'-11"Ht. Setbacks Required: PROJECT MANAGER: I Doug Hoflus 9 Units 3 Stories �. 3 Stories 3 Stories Building from Street:20' CHECKED BY: MONUMENT SIGN Building Type E 16 Units 9 Unite 12 Units Building from Interior Lot Line:5' JOB CAPTAIN: 1 Nathan Balellle, Building Type C FF Elevation= Building Type A FF Elevation= Bullding Type B I Parking from Street:25' FF Elevation= 148.5 151.5 FF Elevation= FF Elevation= I FF 146.5ian= 14725 153.75 155.0 148.5 �I Landscape Required mmerty Lines: Opaque planted Screeno @ i l/Retail PL(North) ® ® 1 HR 1 I I intermittent Screen: SF Residential Pl.(East) A WALLS 270'-0" If 190'-0" 170'-0" Site Plan Aprox.Length New Black VI I Chain Link Fence Aprox.Length New Wood Fence Aprox,Length Existing Wood Fence (��i!e Plan TREES ON 0' 20' 40' 80, 160' PROPERTY LINE ASI001 ,Issued for Construction 1/6/2017 i 1 2 3 4 5 N D / E S WORK POINT - - Work Point Location&Bearing arc 425.25s.s1a1 ,fi425.z59.5242 www.dykeman.ner .�00 _ 1718 West Marlve View Drive 8verely WA 9a201-2098 fair 13D BLDG.13 ® -BLDG.20 Building Work Point Work Point Bearing MODEL SOUTH SHELTER SIM.OPP. 116 WORK POINT I WORK POINT Dimension X Dimension Y Angie HAND from Reference from Reference from Reference Stair 13C MOD EL C C Star 98 SIM.OPP. WORK POINT-- - �99 1 69'-6" 20'-6" 106 Stair 13 HAND ry 2 156' 80' 180 FF Elevation= tair 12A e 3 418' 75' 180 14t.0 BLDG.11 4 537'_6" 73' 180 FF Elevation= 2r'fo" MODEL B 5 207' 167' 0 �OO ao.7s 6 438' 169' 0 Stair llA 7 438' 169' 0 FF Elevation= FF Elevation= 8 510' 192' 98 142.5 146.5 9 361'-6" 345' 173 Stair 14F stair 128' 10 166'-6" 324' 161 -- Stair 11 B 11 461' 559'-6" 82 Stair 14E \ 12 348_6e 595, 108 8 FF Elevation= 13 262'-6" 595' 116 BLDG.14 147.5 ��'r�4D MODEL D. / 14 98-6" 398' 51 15 91, 378' 113 C stair 14C SIM.OPP. 16 46' 265' 94 C HAND Stair i4A j 17 371' 274' 153 18 347'-6" 261' 141 FF Elevation= stair 14B\ / 19 323, 36' 180 .WORK POINT u2.o I 20 470_6,. 576'_6„ 135 ELECTRICAL METERS 7 WORK POINT WORK POINT WORK POINT ry Stair 17 / C • • Stair 5 BLDG.17 .Stair 15 ,�43 COMMUNITY ❑ Stair 9A Stair 98 Park 77 _ BUILDING BLDG.15 Stair 15 MODEL D FF Elevation= N StalrtSA 161. t 143.0 173' ((S FOR FF Elevation= o FOR ry MODELS Stair 15C Stair 158\ 146.75 WORK POINT BLDG.9 WD Arlington Q ' FF ibn= BLDG.10 ELA - Investments, L.L.C. 143.5 143.5 D _ ELECTRICAL METERS Stair lOA BLDG.6 ( 20201 77th Avenue NE WORK POINT MODELB WORK POINT SIM.OPP.HAND FF Elevation= Arlington, WA 143.5 Stair 8A Stair 16F /BLDG.18 Stair 16E CENTRAL SHELTER Stair BB B BLDG.16 Stair 16A ❑D - I B MODEL D 27, 0" This drawing is: 'Stair 16D FF Elevation= 1.Copyright 2016 DYKEMAN,hic. St. BLDG.6 BLDG.7 154.0 RP" Stain 16B MODEL A 1T-9" MODEL A MODEL A 2.The Architect's Instrument of Professional ct's . 48'-B" 3.For use on this project only.Obtain Architect's (SIM.OPP.HAND) _ SIM.OPP.HAND written permission for my other me or reproduction. N Stair 16C FF Elevation= WORK POINT W 144.5 FF Elevation= FF Elevation= FF Elevation= (° 146.5 0' 0` 148.5 151.75 0° �p MARK DATE DESCRIPTION d Stair Stair BA Stair 7A 1 11/20/2015 CUP Submittal 2 12/172015 Desi n Review Submittal J` _ 3 1/14/2016 Pricing Package WORK Pi INT R PONTIri NT WORK POINT 4 2/19/2016 U ated Pncin 8 611/2016 RFI 00 Builtli PemiR "i/.• i ,i„� 9 12282°i6 RFI006 �d WORK POINT WORK POINT (�- WORK POIN 180° FIRE LANE-K EP OPEN 1 BLDG.1 Stair 2A Stair 2B Stair 8o, Stair 4A Stair 48 180 - I RRR PROJFC7 N[;MBER: 2014-052 DURING BOT PHASES MODEL E Stair 1A' ' - APPROVt,D HY: Stair 1 D ��WORK POINT MBLDG.2 ODEL C FF Elevation= FF Elevation= PROJECT DIRECTOR: I Michael Stevens Stair iC BLDG.3 5 153.75 PROJECT MANAGER Doug Hofius 11'-8' CHECKED BY: i FF Elevation= FF Elevation= BLDG.4 FF Elevation- JOB CAPTAIN: Nathan Bataille 147.25 148.5 _ ORK POINT MODEL A MODEL B 155.0 FFElevation- v °_./ SIM.OPP.HAND. o Stair 1 B 14B 5 / 180° 9 .SOUTH SHELTER 1 O I z -e,. Building Layout Plan X DIMENSION BLDG.1 PROPERTY CORNER& Y DISTANCES MEASURED ANGLES MEASURED IN REFERENCE REFERENCE POINT FOR PARALLEL TO SOUTH TO SOUTH PROPERTY LINNE ALL DIMENSIONS PROPERTY LINE TREES ON 0' 20' 40' 80' 160' 11111111110 PROPERTY iNE ASI 001 Issued for Construction 1/6/2017 , -------- ---- 1. 2 3 4 _ _ 5 2 3 4 5 STAINED CEDAR D 6"CIA.STL.BOLLARD FENCING PER DETAIL ifDYKEMAN 10.�„ 2X8 P.T.TRIM 9 2X10 P.T.TRIM Q—X—X—X—X—X—X—X—X—X—X—Q 4 DIA:GALV.FENCE POST 1X6 STAINED TIGHT-KNOT q CEDAR FENCING 6"O.C. I e sz4z wrw.dykern•n.nef D X .END POST PLAN teL 425.2593161 42 J. '��F _71 7X65TAINED TIGHT-KNOT 1718 we�tMazlneP DnvtWaett,wn sezol-zone _X .CEDAR FENCING 6"O.C. END POST PLAN X X (2)2X6 P.T.FENCE RAILS-ATTACH I. TO EACH POST W/12"GALV. CARRIAGE BOLT. 2X4 P.T.FENCE RAILS-ATTACH TO X - EACH POST W/12"GALV.CARRIAGE 4"DIA.GALV.STEEL POST- P BOLT. 6"CONC.SLAB ON GRADE W/#3 REFER TO X a PLAN FOR SPACING. iv . REBAR AT 18"O.C.EA.WAY 4X4"TREATED WOOD POST-REFER TOPLAN FOR SPACING. 2X6 P.T.FENCE RAIL AND 3X8 P.T.RUB 4 X RAIL-ATTACH TO EACH POST W/ _ GALV.CARRIAGE NUT BOLT- EMIXELIMMINO X COUNTER SINK NUT FLUSH W/RUB RAIL TYR POSTCAP X o EXPANSION JOINT&PRE- TOP RAIL C I MOLDED N V FILLER W/CAP AND SEALANT RAIL END C X AT SLOPE PER CIVIL PERIMETER OF POST. 6"CONIC.SLAB W/#3 REBAR POST AT 10'-0"O.C. 18 Z O.C.EA.WAY.SEE PLAN FOR O BLACK VINYL COATED EXTENT. a CHAIN LINK FENCE N 4"CRUSHED ROCK a 4 STRETCHER BAR X X 4 III II III • — I—III III _III BOTTOM TENSION WIRE `-Q 6"DIA.GAL.STL.BOLLARD _ Park X FINISH GRADE L, III— III—III - 12"DIA.CONC. FOOT NG I (ri3 EA. y eo —III 12'•DIA.CONIC. I III POST ]v CONCRETE BASE FOR FOOTING @ EA. X I b POST I— SECTION > ----COMPACT SUBGRADE -x—x—x—x—x—x—x—x—x—x-6 I I I WD Arlin gton SECTION - Investments, L.L.C..C.— AT MArcHEXISTING 20201 77th Avenue NE Dumpster Enclosure Plan Trash Enclosure Fence New Wood fence Arlington, WA �oo�Chain Link Fence 3/4"=1'-0" B B. This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect s Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written penmssion for any other use or reproduction. MARK DATE DESCRIPTION 1 11202015 CUP Submittal 2 12/172015 Desii Review Submittal 4 2/192016 updated Pricing 6„ f 6„ : 5 6/102016 Issued Building Perme GALVANIZED POST CAP �3112" �18„ ES VE ACCESSIBLE PARKING SIGN 1'-6" PA NG 4" GALVANIZED POST CAP —'-- ® ❑ s ❑ W BARRIER FREE SYMBOL s ❑ s ❑ FASTEN WITH(2) STOP SIGN PROJECT M:MBER: 12014.052 12" ❑ • ❑ MOUNT U-BOLT BACKGROUND FIELD FASTEN W/(2)%"DIA.GALV. APPROVED BY: ❑ o ❑ 4 tao CLAMPS TO BE BOLTS PROJECT DIRECTOR. Michael Stevens ACCESSIBILITY BLUE PROJECTMANAGER. Doug Hollis VAN VAN ACCESSIBLE SIGN 3" 2Te"DIA.GALV.SCHEDULE 40 CHECKED BY: • Cl o•e ENLAVIE RGED ACCE 2" THERMOPLASTIC PIPE INTO FOOTING MINIMUM JOB CAPTAIN: Nathan Balaille ® ❑ ® ❑ SIBLE 2"o GALVANIZED SCHEDULE TRAFFIC Iq S Z-0"HOLD TOP OF FOOTING .. 47 3/8" 141/2 U-BOLT "- 40 PIPE INTO 2 1/2"e FLUSH WITH CONCRETE s ❑ ® ❑ CLAMP WHITE SLAB,ASPHALT PAVING,OR • ❑ • ❑ SCHEDULE 40 PIPE SLEEVE FLUSH WITH TOP OF MIN.4"BELOW FINISH 82" 61 12" FOOTING FULL-DEPTH OF LANDSCAPING 57 5/8" o ❑ FOOTING TOP OF CONIC.SIDEWALK, oe ASPHALT PAVING OR A •o❑ a®❑ 45" PAVING PER PLAN - _N z LANDSCAPING A 1 g A"DIA.I.D.SCHEDULE 40 \ Site Details a o T • m, � WITH#4 STEEL HAMMER LONG } WEDGE I 181/8' 4 12 /\\/ 6J .a 1'-V DIAMETER X 12"DIA X 3,0„ 14" a 3,-0„ ��JA \/\/ CONCRETE BASE DEEP 1'3" 7 318„ 012�' CONCRETE •.. . ....___ FOOTING 3 Mailbox Detail I- - 4 Accessibilt Parkin Sin 5 Painted Accessibilt S mbol 6 Sto Si n AS[ 001 Issued for Construction 1/6/2017 t 2 3 4 5 2 3 4 D ' te4425S59.9181 J0.e 425.259,5242 unuw.dykeman.ner 1718 Weet&tatlne View Drlve�everen,WA 99201-2098 L C )SATE RLGISTERED SIGN BY SIGNAGE CONTRACTOR W/ EPDXY ATTACHMENT TO CONCRETE WALLY JAME EWETi F WASIII GTON 6 GROUTED CMU WALL r Park 77 _— -- M4 BARS 16"O.C.. FOR _ - (2)M4 BARS CONTINUOUS TOP&BOTTOM. /� STIRRUPS @15"O.C. /� D Arlington - SUBGRADE COMPACTED TO 95%OR 4" y.p" CRUSHED SURFACING TOP COURSE PER Investments, L.L.C. WSDOG9.063.9(3) AT 20201 77th Avenue NE ENTRY SIGN SECTION Arlington, WA 14 B This drawing is: _. ___________"_________________________ __________ ____________ __________� I.Copyright 2016 DYKEMAN,Inc. ,i a 2.The Architect's Instrument of Professional Service. _ 3.For use on this project only.Obtain Architect's CIP CONCRETE WALL,BASE,AND FOOTING, written permission for any other use or reproduction. SMOOTH FINISH @ VISIBLE SURFACES METAL BACKING AND SIGN BY - -J MARK DATE DESCRIPTION 2 SIM SIGN COMPANY&ATTACHED 91m 10 1/6/2017 ASI1 ' TO CONCRETE UPSTAND WALL 2 MAX.AREA: 18 SD FT SO2. MAX.AREA: 16 SO FT MAX.HEIGHT: B'-0" MAX.HEIGHT: 8'-0" MIN.SETBACK 2'-0" MIN.SETBACK 2'-0" PLAN PLAN EQ. EQ. EQ. L i 22"X46"BIRD•87 S.F, EQ. ,,,�..��•� 22 PROJECT NUMBER: 1 2014.052X44"BIRD•6.75.F. ,�., � A ROVED BY: I PROJECT DIRECTOR: I Michael Stevens y METAL BACKING AND SIGN BY METAL BACKING AND SIGN BY SIGN COMPANY&ATTACHED PROJECT MANAGER: I Doug Hague CHECKED BY: I ' SIGN COMPANY&ATTACHED i �' I �I TO CONCRETE UPSTAND WALL N • i I TO CONCRETE UPSTAND WALL- . I N JOB CAPTAIN: I Nathan Bataille 32'X2.5"ADDRESS-055F a °0 I 32 X 13'"PARK"•2.8 S.F. 32'X13"'PARK'•-BSF.—tn 2177th Ave.NE ' 24 X38"77"-BSF. 32'X25"ADDRESS•0.5 S.F. A 24 X3T'n"-BS.F. _. A - - — + { } { t _ _ __ _ }}}__ _ Site Details GROUTED CMU RETE ALL,FOOTING -I ttt—I� -III— 1 +I -� —�1I—J — CIP CONCRETE FOOING,,SMOOTH — _-- 1-1 I—III—��I�CONCRETE FOOTINGI � —III—III—III—III—III III—III—III— I-~- VISIBLE SURFACES' _ = —III—III—III—III —III—III—III —III tt—I-I-I-1-fit—ltt I-I I Ifififi�I tip—�-H—��--ttt�l I I ?��-I—ttfi-111 I-I-I—fifit 111f--��TI I I—III—III;II I I _-- IG T NOR TRY G T SOU RY ENTRY SIGN ASI 001 , Issued for Construction 1/6/2017 1 2 3 4 5 2 3 4 5 D DYKEMAN Exterior Wall Types _ - _ _Interior Wall Types _ ,._ , Type Legend-Floor/Ceiling Assemblies I I I INTERIOR EXTERIOR -INTERIOR - - EXTERIOR INTERIOR EXTERIOR- INTERIOR EXTERIO SCHEDULED FLOOR FINISH I I - - (ROOM SIDE) i (ROOM SIDE) - i (ROOM SIDE) I (ROOM SIDE) - - V GYPSUM UNDERLAYMENT rek425.25sdLSL J cnzs.z5s.5242 www.dykas n ner I - 1'1/4"ACOUSTIC MAT 4 3/4" 8 3/4" 1716 west IDtarine Vlew D[rtre I Lherett,WA 88201-2099 3!4"PLYWOOD FIBER CEMENT PLANK FIBER CEMENT PLANK SIDING SIDING AIR BARRIER/WEATHER 'I_ ----2X10 WOOD FRAMING BARRIER/WEATHER RESISTIVE BARRIER I _ACOUSTIC GATT RESISTIVE BARRIER _ INSULATION 5/8"GLASS MAT TYPE'X" �� ~ j JAI' 1/2"PLYWOOD GYPSUM SHEATHING 5/8"TYPE"X"G.W.B 5/8"TYPE"X"G.W.B 1/2"RCSD RESILIENT 2X8 WOOD FRAMING 1/2"PLYWOOD -2X4 WOOD FRAMING --_ 2X6 WOOD FRAMING ----CHANNEL 5/8"TYPE"A"G.W.B R-21 F.G.BATT INSULATION 2X6 WOOD FRAMING /8"TYPE"X"G.W.B R•21 F.G.BATT INSULATION' - --5/8"TYPE"X"G.W.B 5/8"TYPE"X"G.W.B - W/VAPOR BARRIER PAINT I j 5/8"TYPE"X"G.WB I Wall Data W/VAPOR BARRIER PAINT T e:W63 T wan Data wall Data wan Data YP Type:W65 IHR IBC 721..1(2) Type:W41 TYPe:W61 Type: FC1 1HR-PERUL Design L568 STC-53-PER GA File No.FC5112 ITEM 15-1.13 IIC-54 Per GA File No.FC 5112 SEE SHEET SO 1.0 FOR LOCATIONS INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXT RIOR SCHEDULED FLOOR FINISH (ROOM SIDE) (ROOM SIDE) (ROOM SIDE) (ROOM SIDE) 1"GYPSUM UNDERLAYMENT -1/4"ACOUSTIC MAT • • i 3/4"PLYWOOD I Park 77 FIBER CEMENT PANEL FIBER CEMENT PANEL -- SIDING SIDING AIR BARRIER/WEATHER AIR BARRIER/WEATHER ;PLATE CONNECTED RESISTIVE BARRIER RESISTIVE BARRIER WOOD TRUSSES FOR 5/8"GLASS MAT TYPE X" I (2)LAYERS 5/8"TY E'X" GYPSUM SHEATHING , G.WB ACOUSTIC GATT '•D Arlington Ig IOn 1/2"PLYWOOD - 1/P"PLYWOOD 2X4 WOOD FRAMING P INSULATION p�+tm is (� STAGGERED WOOD FRAMIN Y-Y v- Investments, �,�,�1, i I 6TAGGERED x ,., AT 2X6PL4TE -�`. 2X6 WOOD FRAMING I 2X6 WOOD FRAMING 5/8"TYPE"X"G.W.B 20201 77th Avenue NE � ..l=_ '� .G.BATT INSULATI N ___ 1/2"RCSD RESILIENT -21 F.G.BATT INSULATION R-21 FG.BATT INSULATIONf 112"PLYWOOD CHANNEL Arlington, WA I /8"TYPE"X"G.W.B 5/8"TYPE'O("G.W.B 518"TYPE"X"G.W 5/8"TYPE W'G.W.B � I W/VAPOR BARRIER PAINT W/VAPOR BARRIER PAINT B TYPe:W64 wan Data I Type:W66 wan Data I Type:W42 Wan Data Type:W62 wan Data T e FC2 1 HR-PER UL Design L521 B 1 HR.IBC 721.1(2)ITEM' 1 HR FIRE PER ULU3 YP STC-62- GA Flle FC 5012 This drawing is: 15-1.13 .STC 52 PER NGC 23 - IIC-55-GA File FC 5012 1.Copyright 2015 DYKEMAN,Inc. SEE SHEET SD 1.0 FOR 2.The Architect's histrument of Professional Service. LOCATIONS . 1 .P�use oeor this project only.Obtain w Architect's 3�vriftcn pernriuion-�yother use or reproduction. INTERIOR EXTERIOR T e L end Roof Ceili ASS mbli $ (ROOM SIDE) 1 '4�� M SRK 6/10/2016E ,Issued Bilding DESCRIPTION Permd _ 3018.FELT,ASPHALT 8 8/102016 j Permit Revisions SHINGLES I.. -----4"CMU MORTAR PLYWOOD DECKPER I I 1/7PLYWOOD AIR BARRIER/WEATHER WOOD TRUSSES PER RESISTIVE BARRIER STRUCTURAL PROJECT 2X6 WOOD FRAMING NNUMBER 2014-052 APPROVED BY: PROJECT DIRECTOR I Michael Stevens SLOTTED PROJECT MANAGER I Doug Hoflus MASONRY CHECKED BY: ANCHORS 4 JOB CAFTAN: I Nathan Bataille -21 F.G.BATT INSULATION 5/8".TYPE'X" GWB _ 5/8"TYPE"X"G.W.B A I VAPOR BARRIER PAINT Type: M44 IH'RpeerULU-356 �; �' Wall And Floor A Assembly Types I 0 Type Legend-Wall 1 2 3 4 5 ( 2 3. 4 5 COLUMN PER As "'7 FLOOR PLAN GENERAL NOTES 1 STRUCTURAL g210 A3.10 A EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF D POT ORETE 4 DOWNSPOUT FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DI ENS ONS ARE TO FACE OF FRAMING '. DYKEM Sim UNLESS OTHERWISE NOTED. - -- ---�--- C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES COLUMN PER STRUCTURAL ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. - p: SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT 83'-2" I UNLESS OTHERWISE NOTED. E: SEE FLOOR PLANS AND BUILDING SECTIONS FOR LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- -4" 27.10" 3'-6" 11'-4 13'•6" f�'. 3'-6" 20'-4" 4'-10" ^ FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF T-10" ASSEMBLIES AND HEADER,SILL AND SOFFIT red 42s.zssaJSJ jaxnzs.zsss2n2 uwmdykemnn.ner 2'-4" 10'-4" T-0" rL `.5'-6" 4- VJ83 .1 CONSTRUCTION. n1a West Harare V Drive Ltrereu,WA s8201-lose DOWNSPOUT F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE 3 Al D3 FULL HEIGHT TO BOTTOM OF ROOF DECK ORA16 FLOOR A-E - FRAMING ABOVE UNLESS OTHERWISE NOTED. b G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO 00 COLUMN PER DOWNSPOUT _ r- W83 CONCRETE COLUMN PER - DECK ABOVE. N STRUCTURAL <^� O1 PATIO STRUCTURAL H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD m W84 STUD TRACK AT ALL EXTERIOR STUD WALLS. V 3.-4, 1. CONTRACTOR SHALL,PROVIDE CONTINUOUS CONCRETE_ _- 1O "� ' - HORIZONTAL BLOCKINGAR BOND BEAM AS �. PATIO ry W64 -_. ALIGN { VV62 m —__ ,, _ , REQUIRED AT ALL WALL MOUNTED LAWS,DRINKING "' < "' FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO O1 CUB c torag'UB t3/ ARCHITECTURAL INTERIOR ELEVATIONS AND COORDINATE WITH MECHANICAL. StOfag r UNIT A2 AS @ Second Floor J. CONTRACTOR SILL SEAL AROUND ALL CL 8'-0' Ct 3'•0" 0, ,� TYPE B j PENETRATIONS AT FIRE RATED WALLS,INCLUDING - m� WD6.1 Wk34 BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., 2 1'�Al W83 _D3 Al VV64 LiVing Room 3'-.0. 8'-0' WV83 CL7-1" WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. D3 q1 K. ELECTRICAL AND MECHANICAL EQUIPMENT AND --$edroo - '-'-- - i-- -- - - --- CONVENIENCE.ACCESSORIES SHOWN FOR CONTRACTOR EE DES GNIBUILD DRAWINGS FOR • my - _ - - - SPECIFIC SIZES AND LOCATIONS. DOWNSPOUT N - - - h, _-- _ _ L. REFER TO REFLECTED CEILING PLAN FOR CEILING t�j - - 1 MOUNTED EQUIPMENT. Y � A� CAlt - W62 A614 t M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS N WN ON C - WG3 UNIT A'I __A4 $@C011d FIOOr SHELF 8 RODS�I� 3' 6' - - W82 Al N. RE�R TO SHEETrA(5.02 FOR TYPICAL DOOR OR W65 SEE : TYPE B _ --- - _ - DOWNSP CLEARANCES. C -- > _ UNIT A$ A6 S@QOIfd O. REFER TO SHEET A6.01 FOR TYPICAL SITE PLAN D NOTE W65 - - - - -TYPE B - Floor MOUNTINGHEIGHT R W LL-MOUNTED Living ROOITI - r�,C DW - o ACCESSORIES AND EQUIPMENT. OUT 2 SIM — W63 P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ge.ia h diving Room us _ m 'a DIMENSIONS AND NOTES. iv W65 - - - Q. . RE DESIGNED O MEETTHE FOLLOWING REST'PE AA"ACCESSIDENTLAL UNITS IBILITY A614 COLUMN PER STRUCTURAL - Kitchell - - COLUMN 3 A2.10 STANDARDS:UNITS s-1,B-2,B-3,AND B-4. PER UNITS AT 2 v 1 UBRM U3 I R. AND E SHALL MEET"TYPE B'ACCESSIBILITYI D. A3.10 ;p �jo1STANDARDS. m Bathroom _ S. TYPICAL INTERIOR WALLS ARE TYPE W41 • • • W4t UNLESS NOTED OTHERWISE Al DW W61 O - T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET W67 _E_ _ li/ REF. DW - EQ CL EQ I A6.11 UNLESS NOTED OTHERWISE. Park I"k 77 9'-8 r lL - `O O a L U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 n <.� X 53 _ O1 -- = \ Wgq UNLESS NOTED OTHERWISE. -- - - -L' ! "^ _ °' _ B3 V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE Kitchen- o } Kitchell - TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED FOR Q 2'-5118' � -N51 6 4�8" 3 6 � OTHERWISE fN 2 W /� Q SHELF 8 ROD - -— \ � - - W 2 m BUILT-IN SHELVING q6 11 Arlington } REF. O O Den °'' ;o Entry j -.{ W61 _. _ -ALIGN AATAWALLSEINDICATED,ON BUILDINGS AND 6 PROVIDE 1 ' `rilllg Lon ALIGN W82 m _ NOTE ELECTRICAL METERS 8 PANELS o :SHELF 8 ROD 0 REF. - p��+}DYY1p + US ;'�_- ,� - HOUR ASSEMBLY. Investments,s L.L.C. m,�, f W851N LIEU OF TYPICAL W63 1 W661N LIEU OF TYPICAL W54 AT SHELF 8 ROD - SEE SO 1.1 FOR 1 HOUR WALL LOCATIONS Bedrooms 20201 77th Avenue NE m ! \s� -Bedroom t Arlington,WA I _ ll T-10" 1 4-2 2 0 - 12-212 A3, - N U1_. ALIGN' 2 ,,.... U2 SHELF&ROD Entry ALIGN U1 'K CL .WEB _: Ent 6 0 _-� .6:: j A3 B / _.\ q,_2, -z.-8„ _ q,-2" rY �SHELFB ROD ,U2 B 11-1 m w _ - LANDING, - 4•2 2 18 4-2 W66 11 ' W85 : - — - _ This drawing is _ .,. ,\ CARPET BR 1.Copyright 2016 DYKEMAN,Inc FLOOR FINISH LEGEND OR W68 U2 U2, — -- BROADLOOM 2 The Architects tram nt fProfessional Service. SEE SITE 1 '-: _ U3 3 For use on this p j t dy Obtain Architect's c '� ; "u= - written penmssion for any other use or reproduction. a PLAN AND ./ U6 SCHEDULE '�i U6 1 f I'c U7_ .� W64 NOTE STAIR PER � � 4 - io ., 1' - a ,dL _ N VINYL PLANK PHONE ` m '�_ _�___�tai i. _ _ SHELF&ROD / PANEL W61 -SHELF 8 ROD t- SHELF 8 ROD -- MARK DATE DESCRIPTION Bathroom I - I J SHELF 8 ROD Bathroom I3 SHEET VINYL W/WELDED '> _ _'q / \ 5 6/10/2016 Issued BuildingPermit _ I Bedroom 2 Bathroom 2 Bedroom 3 o W65 - SEAMS 8 8/10/2016 Permit Revisions OR WBS ., BENCH �' W611� W61 .. , <.�- II ...... _.. SEE SITE — PLAN AND n Ty W61 - = $edroom3 I Bathroom2 Bedroom - tj-C tzS� ' STORAGE FLOOR PLYWOOD W42 NOTE s A i W63 iv PROJECT NUMBER 1 2014-052 _ CL APPROVED BY: 1 AA -_ ` _ A6 PROJECT DIRECTOR: 1 Michael Stevens - PROJECT MANAGER Doug Hofius AS WORK POINT O - —-— W64 Utt83 8' - - 6 W63 WS4 A8 JOB CAPPAIN: Nathan Bateille CHECKED B GRID A-2/A-B DOWNSPOUT W84 3.-6' 7'-q, 3-g,� DOWNSPOUT UP V464 1'-0" 8'-4" Ct 1T-5" 10'-8" SIM. SIN. SPs!. CPP HND SIM. AS I OO 1 A-1 A•2 A A6.11 A8.11 �� COLUMN A-5 A8.11 .DOWNSPOUT 2 °PP""° Issued for Building A 1st and and A PER A6.11 A2.t0 STRUCTU RAL Construction Floor Plan 1/6/2017 ALL FIRST FLOOR UNITS SHALL MEET TYPE B ACCESSIBILITY REQUIREMENTS PER IBC AND ANSI A117.1 � . 'Building A 1st Floor Plan (and Floor Similar.) NOTE: SECOND FLOOR SIMILAR. T 2 3 _T 1 2 3 4 5 ' A 7 A-fi COLUMN PER A-3 A-1 gz.10 rRucruRAL 1 FLOOR PLAN GENERAL NOTES D DOWNSPOUT CONCRETE A3.10 A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF 4 PATIO B. AMING UNLESS OTHERWISE NOTED. NT ERIOR DIMENSIONS ARE TO FACE OF FRAMING Sim UNLESS OTHERWISE NOTED. DYKEMAN C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES COLUMN PER STRUCTURAL - ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT 83'-2" UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR q LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- ' r; 4'-10" 20'4" 3'-6" -' - 13'-6" 11'4" 3'-6" 22'-10" 3'-0" i. FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF T-10" ASSEMBLIES AND HEADER,SILL AND SOFFIT kE 485.259,93e1 fan:4z5.259ZN2 ww m,•.aan.ner ,.. J 5'6" 3'A° CONSTRUCTION, t7is wear medne view D ttrereu,WAsa2o1-2os8 DOW SPOUT W63' 10'4 2'-0" D3 Al W6 F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR A-E FRAMING ABOVE UNLESS OTHERWISE NOTED. G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO lif COLUMN PER CONCRETE W63 ,b DOWNSPOUT COLUMN PER - DECKABOVE. .STRUCTURAL .PATIO W64 : "' fN - STRUCTURAL H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD v STUD TRACK AT ALL EXTERIOR STUD WALLS. 34" 1. CONTRACTOR SHALL PROVIDE CONTINUOUS t° HORIZONTAL BLOCKING OR BOND BEAM AS `4 ALIGN tO CONCRETE I`+ W62 W64 iv ' REQUIRED. ALL WALL MOUNTED,LAVS,ETC.DRINKING ----- -- >----- PATIO � FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO - """ m ARCHITECTURAL INTERIOR ELEVATIONS AND o torag o COORDINATE WITH MECHANICAL UNIT A2 Storage - J. CONTRACTOR SHALL SEAL AROUND ALL n W64 W06.1 TYPE,..B . .', - - .. •, 3-0 6 0" PENETRATIONS AT FIRE RATED WALLS,INCLUDING 5 @Second Floor - - BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., T-1"-� Al W63 ,D3- -� 6'-0' 3 0' LIVIng IYOom •- W64 2'_1• WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. "` s Al D3 W63 Al K: ELECTRICAL AND MECHANICAL EQUIPMENT AND ACCESSORIES SHOWN FOR CONTRACTOR CONVENIENCE.SEE DESIGN BUILD DRAWINGS FOR SPECIFIC SIZES AND LOCATIONS, ... SIM D WN PO L. REFER TO REFLECTED CEILING PLAN FOR CEILING UT MOUNTED EQUIPMENT. A6.14 W62 - - Al M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS At - ` SHOWN ON DRAWINGS. 3 6 &ROD - N. REFER TO SHEET A6.02 FOR TYPICAL DOOR C WNSPOUT .—.—. .—.—. -A4 $eCOnd FIOOr UNIT A1. W63 CLEARANCES C A6 $eCOnd UNIT A3 0 HELP �� TYPE B R W65 SE O. REFER TO SHEET A8.01 FOR TYPICAL TYPE IS 41 --- _ SITE PLA MOUNTING HEIGHTS FOR WALL-MOUNTED W63 Floor Living Room SIM. ' ' �U5 SIM, -Living ROOM S AND NOT ACCESSORIES AND EQUIPMENT. • 2 I DW I U2, 7 2 - S P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR Y g OPP HMO-A6.14 - A6 14 DIMENSIONS AND NOTES. in •—•— — - —• Q. THE FOLLOWING RESIDENTIAL UNITS ARE A2.10 3 COLUMN .. --- I Kitchen ! W65 DESIGNED TO MEET TYPE A"ACCESSIBILITY �. PER ;- - COLUMN PER STRUCTURAL AND E STANDARDS:UNITS B-1,B-2,B-3,A STIUC ,. ,_•_�_,_ —•_I -. .. RiseAND E 2 R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C.D, Al ,AL („ I I U3 - A3.10 STANDARDS. MEET'TYPE B'ACCESSIBILITY '-b I Ba{hrQQm 4y U S. TYPICAL INTERIOR WALLS ARE TYPE W41 "• • •m oo ny o�,� -m I. W41 Wg1 --o-'� UNLESS NOTED OTHERWISE Park - '77 EQ EQ L I - I DW I i _ 61 REF. I I DW l ° 1 - I W65 _ T. TYPTYPE B2 ON SHEET ICAL UNLESS NOTED KITCHENS ARE TYAL UNIT BATHROOMS ARE PE ION ON SHEET A615 1 / " 1—J _ �1,9,. U UNLESS LNOTED OTHERWISE. ..,...., w 9 8 KItCheR — '—'—'— —' TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE - „"," W62 i / TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED W61 2-5 1/8., ....,. ..,. 3-6 4'-8' 6" .._ KI{Chen OTHERWISE 770 SIM 2 -W61 FOR e 10 ALIGN W61 I i PPHNO A6.11 / I I.." I:�,-SHELF&ROD, �p� Arlington } Y1 • I En{ry' ULT-IN SHELVINGL W62 I j - ALIGN E LME ER &PANELS WALL TYPE NOTE: VVD ArlIIIgto 1 _ REF. HELF&R Den I 0 O REF. 1 _ AT WALLS INDICATED,ON BUILDINGS 3,5,AND 6 PROVIDE 1 W-f p Y1+ �'�Ua m N I 6 __ {5 HOUR ASSEMBLY. Investments L.L.C. W64 m W65IN LIEU OF TYPICAL W63 1 �`:\ W661N LIEU OF TYPICAL W64 AT SHELF&ROD--3 �5 U7 - .T,� _._._ I SEE SO 1.1 FOR 1 HOUR WALL LOCATIONS \ ws2 a`I m _ Bedroom t 20201 77th Avenue NE Bedroom 1 us J u7 = Arlington, WA 12'-21/2, .. 2 q•.2^ e 0" .• ,. _ , Entry ALIGN U1 � W66 U1 i --ALIGN En{ry SHELFB ROD FLOOR FINISH LEGEND B B tt1 4..2. SHELF&ROD U2� .. W65 This drawing is: U2 �. i� I 4,_2„ 2•g - -q•-2^ LANDING ABOVE —-- — _—•— CARPET BROADLOOM 2 The Architects Instrument e ., W N,Inc. r - Ins t ofProfessional Servic. y U3CUT), U3 U2 �.,. _T0,________ _ __ _ U2 U3 U2 U3 iv •\ nip ! OR W66 3.For use on dlis p ject only.Obtain Architects " `Y m U6 �r SEE SITE written permissron for any older use or reproduction. W64 i U7 i7. \\, ,r. U6 pe __ STA ER : U7� PLAN AND i __ i BCH D LE Y \ - �� NOTE ® VINYL PLANK � \ SHELF&ROD ___ n0i m: SHELF SHELF&ROD-� W63 Bathroom 1 I SHELF&ROD L _' ! ,_.. .._ ,. �.... -fins ( L J W61 Bathroom 1 PANEL MARK ' DATE DESCRIPTION \ 5 6/10/2016 Issued BuildingPermit ( I I SHEET VINYL W/WELDED -.,_ - l ____ `Bedroom$ BathrOOm 2 ,BBdrOOm2 I I SEAMS 6 8/10/2016 Permit Revisions W61 .W81 - i �ai BEN i W65 n -- G I I _ 12/2B/2016 RFI OD6 ,.. ., _.. Bedroom 2 ' Bathroom 2 I - Bedroom-1-= SEE slrE � I s I ; I -- W61 I PLAN AND STORAGE FLOOR PLYWOOD = NOTE W42 .—. .—. --W42 iv W63 .W64 W42 W64 W65 PROJECT NUMBER: 1 2014052 APPROVED BY: -,,,,,�,�p .- ,' qg � Ag PROJECT DIRECTOR: I Michael Stevens ��7- PROJECT MANAGER: I Doug Hofius AB I W64 W63 g• 8„ W63 W64 A6 W84 DOWNSPOUT WORK POINT CHECKED BY: i 3'-6" T-0" T-3" ,t- 3'-3" T-0 GRID A-7JA-B JOB CAPi:aIN: I Nathan Bataille p-0• 6.4,. I W64 17'-5" 10'-8„ \ UP 17-4" OWNSPOUT 1P 8" 1'-0" 83,_2„ SIM. SIM. AS I 0 01 SIM. 4 A-5 1 A-0 OPP HND 4 OPP HN 2 A-2 A-1 2 DOWNSPOUT A8.11 A5.11 Issued for Building A 1st and 2nd A A A8.11 COLUMN PER STRUCTU [A2�RALNNW Construction Floor Plan Mirror Drawing 1/6/2017 ALL FIRST FLOOR UNITS SHALL MEET TYPE B a ACCESSIBILITY REQUIREMENTS PER IBC AND DRAWING NUMBLR ANSI A117.1 Buildin A 1 St FIOOr Plan (2nd Floor Similar, Applies to buildings 5 and 7 NOTE: SECOND FLOOR SIMILAR. 1 2 3 4 5 2 3 4 5 1 A3.10 n FLOOR PLAN GENERAL NOTES A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF YK e+r m•-r '.s•-a• a•-�^ +r•etn^ r-arm tr-e•• s-e° FRAMING UNLESS OTHERWISE NOTED. A-i A-9 EMAN A-B q j B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. COLUMN PER STRUCTURAL A2.90 C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES COLUMN PER STRUCTURAL ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. A-2 Railing D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION 28'-6" 24'-10" 4 26'-W ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT UNLESS OTHERWISE NOTED. 1 0, 1 t E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR 10" 1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- ret:azs.zeastat a2szass2az www.aykeman.uaa 1'• 8'-8" 8'-8" 3'-8" N'-4" 13'-8" 3'-8" 18'-8" 8'•6" 1'•10" FOUNDATION,FLOOR-TO•WALL,WALL-TO-ROOF _ - ASSEMBLIES AND HEADER,SILL AND SOFFIT 1716 Wat Marinevlew nriw gverem,WA aa2o1-xosa CONSTRUCTION. DECK-TREX OR APPROVED W/FRAMING PER STRUCTURAL F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE I FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR CL FRAMING ABOVE UNLESS OTHERWISE NOTED. 3'-0,. 5'-8" G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO W63 W63 DECK ABOVE, W83 Al p3 H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD STUD TRACK AT ALL EXTEROR STUD WALLS. � DE Ralllnp — — � — ---- — — — - ---- - � — — — J — — — A-E I. HORIZONTAL BLOCKING OR CONTRACTOR SHALL IBOND BEAM ASS N COLUMN PER STRUCTURAL iv w Railing COLUMN PER STRUCTURAL REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING Afip 3' -zP N FOUNTAINS,CASEWORK,MIRRORS,ETC,REFER TO _ ARCHITECTURAL INTERIOR ELEVATIONS AND COORDINATE WITH MECHANICAL. to J. CONTRACTOR SHALL SEAL AROUND ALL h U2 F U2 iv PENETRATIONS AT FIRE RATED WALLS,INCLUDING DECK-TREX OR APPROVED W/FRAMING PER STRUCTURAL BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., � � 1a WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. W63 tOrdQe UNIT AS Storage I. K. ELECTRICALAND MECHANICAL EQUIPMENT AND F 8'•0" 3'-0" ACCESSORIES SHOWN FOR CONTRACTOR 3'-0" 6'•0" OL CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR W84 W83 Living ROOM SPECIFIC SIZES AND LOCATIONS. D3 A, '- Bedroom VY63 W64 Al WB3 D3 L. MOUNTED EQUIPMENT,EFER TO REFLECTED CEILING PLAN FOR CEILING C A-D — — — - --. — —'- - _ '— -- _. — — - — — A-Q M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS _. ----- SHSim OWN ON DRAWINGS. C o CL ci OPP HND a N. REFER TO SHEET A6.02 FOR TYPICAL DOOR - A11 14 in O. REFER TO SHEET A6.01 FOR TYPICAL C Z' AC ESSDRIESMOUNTING IGHTS FOR AND EQUIPMENT. &ROD 3 8 UNiT A7 SHELF —- P. DIMEN 10 S AND NOTESTO TYPICAL UNIT. FOR INTERIOR Q, THE FOLLOWING RESIDENTIAL UNITS ARE C2 liI L,� DESIGNED TO MEET TYPE A'ACCESSIBILITY g — i oo s o� STANDARDS UNITS B-1,B•2 B-3 AND B-4. SIM. w U2 LL DW - LIVInQ ROOM R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, Living Room ue U Y AND E SHALL MEET"TYPE B"ACCESSIBILITY 2 2 SIM. W83 H STANDARDS. COLUMN PER STRUCTURAL� A814 Dpp INC � S. TYPICAL INTERIOR WALLS ARE TYPE W41 m -zKitchen A8.14 COLUMN PER STRUCTURAL yV83 Wt32 _ UNLESS NOTED OTHERWISE Park 77 _ _ _ T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET 2 5.._-- —__ -.__..._.__ .— -. A8.11 UNLESS NOTED OTHERWISE. A3.10 BUILT-IN SHELVING --- -i 8 2-- _. h I — U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A8.15 It 1/4" lid I, W81 .-_ � R 6 S. UNLESS NOTED OTHERWISE. r0011 � -- o o a 11 1/4" �� V. TYPICAL CLOSET DIMENSIONS ARE 2'•2"STUD FACE DW DW (—"�� BUILT-IN SHELVING TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED FOR .— —_—-— Walio REF_ O O l - 1 _. —.— OTHERWISE 3 A2.,° WD Arlington OPP HND � - —.. — � N O � — � g Ae 11 Wel N �_ Kitchen =. _- Kitchen ` 8' 4'-6" Y-8' SIM. f c SIM. _. iv W81 � , I � 6,-,°„ .51/6" o g,•10„ I Investments L.L.C. 2 AT W63 Bathroom 1 o REF. Q Den \A8,11 c c Entry U18 W83 A8.11 v 20201 77th Avenue NE BUILT-IN SHELVING W62 _ — —REF Arlington, WA b — m -ELF -- -' - _ W61 N Q O N o Bathroom 1 B 0..-. \ N UB �.. O 2 iv 2 2O.10„ 8'80„ iv L2 A•C Ui SHELF&ROD U2 SHELF&ROD 6 0 2 10" '� 4'- - This Brewing is: W66 U1 iv W68 N ALI N �- -- -— — W84 _ 1.Copynght 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. N tI�IC c� - "? SHELF&ROD Ent �' —�' �„ Entry M U2 vulc �, FLOOR FINISH LEGEND 3.For use on this project only.Obtain Architect's r^ Entry SHELF&ROD rn in written pennission for any other use or reproduction. - : @ W68 CARPET-BROADLOOM ASS �� U2 ---- U2 U2 -"' MARK DATE DESCRIPTION I W66' W61 �" _ _ -, Ell VINYL PLANK 6 6/10/2016 Issued BuildingPermit 8 8/10/2018 Permit Revlslona to W CJ _ Bedroom 1 2'-g J 4'-0" I - --- 4' 0" 2' g" O SHEET VINYL W/WELDED SHELF&ROD -- SHELF&ROD=-- C2 SEAMS IL. Bathroom 2 -- -- - -- - R a 3 Bedroom 2 - -- a -- --- C2 Bedroom 1 STORAGE FLOOR PLYWOOD w - ---- - Bedroom 2 Bathroom 2 PROJECT NUMBER: 1 2014.052 APPROVED BY: 1 W86 yvgl WB3 PROJECT DIRECTOR: Michael Stevens _ PROJECT MANAGER: I Doug Hogus I �.___ —....-.- 3 CHECKED BY: W83 iL W42 JOB CAPTAIN: 1 Nathan Bataille — — — W84 W64 O 9,•9„ .—.�'e!L. 3,-3„ W83 .--- .� I W83 3.3 7-4 3'-8 AB W84 A ,,.°„ i,-,:0„ 2;_6„ 2,-0" ,7,-6„ 10,-6„ 12,-a„ 10,-g„ ,T,•y, 3,-0„ 2,•6„ ,,-,0" 4 A UP HND WBA W84 , Stair per Structure A-5 I a SIM. Building A 3rd Floor Plan A-1 A•2 A8.11 A2.10 A� A8:91 q_7 Columns per Structure) ASI 001 BuildingA 3rd Floor Plan Issued for vw Construction 1/6/2017 3 4 - - - 6 1 2 3 4 5 se• 16- avr era• s•a• �aa ea• Az.w D COLUMN PER STRUCTURAL COLUMN PER FLOOR PLAN GENERAL NOTES STRUCTURAL Railing A_2 A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF 4 FRAMING UNLESS OTHERWISE NOTED. DYK 24'-10" 28'-8" B. INTERIOR DIMENSIONS ARE.0 FACE OF FRAMING V,0„ EMAN UNLESS OTHERWISE NOTED. .C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES 1'-10" 6'41. 16-8" 13'-6" 11'-4' 3'�" 16'-8" 6'A" 1'-10" ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT UNLESS OTHERWISE NOTED. DECK-TREX OR APPROVED W FRAMING PEI t STRUCTURAL E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- rep gzssssaysy he gzs.zsss2gz wwwAykemanner FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF 5'fi" T-0" ASSEMBLIES AND HEADER,SILL AND SOFFIT lnsw et Marinevlew Drive averett,wa sazw-zose W83 W63 CONSTRUCTION. yyg, D3 Al Wfi3 F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE Mk A E FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR A E FRAMING ABOVE UNLESS OTHERWISE NOTED. OLUMN PER STRUCTURAL Railing `or "..-"" o'.. W64 Railing m G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO • COLUMN PER STRUCTURAL DECK ABOVE. H H. STUD TRACK AT ALL EXTERIOR STUD WALLS. WOOD wO A6 W63 I. CONTRACTOR SHALL PROVIDE CONTINUOUS U2_ 77�1 HORIZONTAL BLOCKING OR BOND BEAM AS U2 ' REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING REX OR APPROVED W/F MING E STRUCTURAL FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO ARCHITECTURAL INTERIOR ELEVATIONS AND torag UNIT AS ..,, $Yorag W63 4 J. CCOORDINATE ONTRACTOR SHAH MECHANICAL. ALL 6'-0" 3'-0" '- < 3'-0" 6'-0" PENETRATIONS AT FIRE RATED WALLS,INCLUDING W63 W64 W63 Living Room - - BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., OO ... ,,. W63 W64 O7 WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. D3 Al Bedroom Al D3 K. ELECTRICAL AND MECHANICAL EQUIPMENT AND A_0 ACCESSORIES SHOWN FOR CONTRACTOR - SM. CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR SPECIFIC SIZES AND LOCATIONS. �11 L. REFER O REFLECTED CEILING PLAN FOR CEILING rMOUNTED EQUIPMENT. O1 W62 M. VERIFY ALL SHOWN ON DRAWINGSLITV CLEARANCES,ASC. 3'-6 &ROD N. REFER TO SHEET A6.02 FOR TYPICAL DOOR CLEARANCES-7 0. REFERTO SHEET AB.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL-MOUNTED SHELFLiving Room ---J LIVIn ROOM ACCESSORIES AND EQUIPMENT. DW `2.� , SIM g P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR W63 CDLUMN PER STRUCTURAL SIM. r_7 —-—.— - DIMENSIONS AND NOTESIDE RE \PPHND A6.14 I Kitchen m. !, q&,q COLUMN PER STRUCTURAL Q. DESIGNED TO EETNG STYPETAACCESSIAL UNITS IBILITY W62 - - W63 STANDARDS:UNITS B-1,B-2,B-3,AND B-0. 2 R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, 8 a room I BUILT-IN SHELVING q3,,p AND E SHALL MEET"TYPE S"ACCESSIBILITY • • ° STANDARDS. 111/4" ° DW O 61 --� I I 111/4' - S. TYPICAL INTERIOR WALLS ARE TYPE W41 Park �� B IN SHELVING r—$--� 1+., r--p-o-� 6,_6„ 2 A2.10 N UNLESS NOTED OTHERWISE 6'.6� l - 1 I 6 --- i ° i Q DW l l I T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET Wei —.—'—'—' SIM, A8.11 UNLESS N0TED OTHERWISE. A2.10 3 I - I U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 I ' O REF. o, Kitchen z - UNLESS NOTED OTHERWISE. W61 I N m I . ---- _ —, KIYChen _O - w81 V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE L,.._ -' `� ° 1 A6.11 TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED FOR SIM. � � - _ _. •. 2 5 1I8" -H �/t� Arlington � } Y1 i W83 < I - -I I OTHERWISE VVD /rung o l OPPHND 2 18-10" 16 $• -. a *- 8'-10' As.11 SIM. o L Bathroom 1 i ws3 Entry o PP HIND As11 Den Investments, L.L.C. _ W64_ WB •gggb I REF. W62 IL-IN SHELVING I REF. W66 t Bathroom I — _.— — U7ELF L &R a- — �— - -- o ws1 I AT v �� — 20201 77th Avenue NE E U, \ t � ra U6 t, , }e^) Arlington,WA A, J N 4 2" SHELF 8 ROD i } _ WIC U2J M Ent v �i U2 HELP&ROD A-0 Wsa i ry N 6'_0" _ ;, w66 U2 i 6'-0" 2'-t 0" t•- - -.—. AL GN U1i W66 U1� B U11 SHELF&ROD r W - CUz i SHELF&ROD Entry j IC In A rnisdawnsis: B --, W66 �' - - - Cu i 1.Cop ri 016 DYKEMAN,Inc. — — FLOOR FINISH LEGEND W65 W65 - - y Bhite is ekumont of Prof m naL Service. ' �j / U6 Ue CU2 U2_ 2.The Aro c In / O ,- I '- - 3.For uea on thte pro,7aof only Obtain Arohitaot's - �N wntten permission for any other use or reproduction. W64 U2 0� W6i W66 ® CARPET_BROADLOOM 2'-8' - I 4'-0" ELFI&ROD -- SHELFI 4_0 t_. _ 2,_S„ .Bedroom 1 5 10 AR DATE DESCRIPTION W6 4 � &ROD ------ I - - - VINYL PLANK M 5 K 6/1012016 Issued Building PannitN f I Bathroom2 ! -. 6 e/10/2016 PemitRevisons 9 12,/28/2016 RFI 006 Bedroom 2 -Bedroom'I - _ SHEET VINYL W/WELDED Bathroom 2 I Bedroom 2, ._.... ..' .._. sEAMs 0 cz - W61 W65 W6 _._ .. ,-• ' I - : STORAGE FLOOR PLYWOOD W42 W63 PROJECTNUMRFR: I2014-052 APPROVED BY in W64 W64 in 1'ROIF CT DIRECTOR: I Michael Stevens W64 A6 A6 — PROJECI MANAGER: I Doug Hoflus W64 A6 T-6" 7'-4" T T-3" W. w63 3'a" ^T•— T-6' A6 W64 JOB CAPTAIN: I Nathan Bataille V-10" 2'6" 3'0" 17'-5" 10'-8" 12'4' 101-.. 17'-5" 2'1" 2'-6" 1'-10" SIM. 4 STAIR PERW64 W64 SIM. A 7 OPP HND A6.11 A 5 STRUCTURAL A� n-1 A COLUMNS PER STRUCTURAL A Building A 3rd Floor Plan Mirror Drawing 9 •.. ASI 001 Building A 3rd Floor Plan Applies to buildings 5 and 7 Issued for Construction 1/6/2017 2 4 5 L 2. 3 4 5 D G STRUCTURAL NER COLUMN PER STRUCTURAL 26'-4" 22'-7" 7COLUMN PER ______ d _ _____ DOWNSPOUT 1 STRUCTURAL COLUMN PER DOWNSPOUT 6a STRUCTURAL W 4646 CONCRETE PATIO .DOWNSPOUT CONCRETE PATIO 19'-10" 14,_4„ 24:-2a n W63 - 1 T•0' 22,_p„ T-p„ 4'-4" B_D VJ83 *-2 :CE /2 W64 - _12' o °p iv r--� 8 p /eA 925.25Y.:ilbl fue 425.2595242 rIJA,:rr rr nrl ' ry 04 CONCRETE 12'_ � ,-. � 3'-8' .' �� _ 171awesr Madre vew Drive�ctierea,wa Ybzbt zose I o PATIO IStorage;. "' 2'-4" W64 A6 -. ._U1 iv COLUMN PER STRUCTURAL 8"' lil U2 3,_2„ CL rt U2 -W83 2 4 _.. - W62 o W64 U1 --;Wg1 W63 o B4 We� ., ..`, a S 4 (t Ck- i�i� I _. t rag@ � . a aWel - VW83 'L2'-1" TYP Bedroom 1 Al � - NIT B3 -Rs UNIT 62 p E A u1 _ G _ Bedroom W62 - - _..SHELF&ROD _._ _ _ : Llv n Room - TYPE A - 2 a > _I COLUMN PER -, NIT B'I 4�0 \'F -_.-;. .._....._.._ ,U2 i g!, A5 10 4 STRUCTURAL . PEA - - ivin Room �.. !,.. !, - t, W62 L 'U3� s. - _ - OR W65SE • —- - UNIT B4 I'slrE P A3.10 ., , ; Living Room N �. �U2) _ W62 _ W63 LA D O N AN NOTE SHELF&ROD t A/. .• -TYP A _- WIC - sI U2 6 I ALIGN asses 7 LivngRoom b we 0 0 A6.,5 r ,, - A8.15 a'-10" - - C `' A6.,6/ COLUMN PER STRUCTURAL : �z 0 A2.12 2 G �.,. WIC iv , A6211, C OW - 6 G \;r Kitchen U3 _ I 1 - --- W83 I 7 ] e_e" 3' 8,: ! 5'-10' .A6.12 ',, - ! o _ �W _.. O W66 SE �- cS m o ,-. o p - -9'-1 1/4" - 2'-10 3/4' SITE PLAN AND NOT Em Bathroom 1 6 ..- - ---_. ---_ - i W61 U15 _W61. - S W66 I W6i _ ,..;� � \ �i � ! �. � 1 �W42! I DOWN P T C REF p W82 ,>, o I 1 -�� SHELF&ROD I oowNsaouT { — -Q -- �� - 4 >� t{itchen 4 >. — —-— _ I' SHELF&ROD ! •, „, �k ,; _ zBafhrOOm'I - G U15 1 4 Park 77 — — — - { _ � W4� ' SHELF&ROD 11 D.I� \U1 Pl ,U11` I O _O REF U2 Bathroom ' ..- ,.. Waz a Kitche /En N I I -� Bathroom 2 ! Bathroom Kitchen Entry [ - - - X ws, j 2 2 °' �\ O =\� j C X I .. 4 U2 -,-1-\ �.z` ' 1� p Bathrooml' I � 1, WD Arlington (� U, Bathroom W' Investments, L.L.C. - ` N �U3 - : �U15 1 m - uz, ` wss 3 / -,e c AT ------. — — _ N _2,: J - 2 5-9' 1 9-, 15 B" U3 VJ84 ry - �, A611 FIND' ! ( W62 :_�1 —7cV' 6 s161. 2 2' - -.�- 202 Arlington, A �� LANDINGABovE 01 77th AV2nU2 mI D - / SHELF&ROD 2 /LL U7 -\ N �`� I OL _ _ m \ SHELF&ROD -`A6512 c A6.12 :_ � \ � ,Ut - Entry_ -_iO _ / �2,_p:. �Ct W 5 2 +I`-- LANDING ABO W86 - - - SHELF&ROD F - Bedroom 1 ,.SHELF&ROD'- ,.0 ---"� US; ,.. ,: � PHONE m, �) w _ � B ��7 -- PANEL This d�awmgs. .SHELF 8 ROD < ' - STAIRPER SCHEDULE,-+= - -- ---- iP* - U7 LCopyright 2016 DYKEMAN,Ina Bedroom n 2.The Architect's Instrument ofProfessional Service. 3.For use on this project only.Obtain Arohi[ect's - --BedrOOm2 ,SHELF&ROD written pentssion for anyotheruse wreproduction. SHELF&ROD .... WB6 _SHELF&ROD' OR W65 SE n�-=== A3 SITE PLAN D NOTE e ---- - = idu -____ -Bedroom$ 62droom'�`- - MARK DATE DESCRIPTION BENCH --- -_ BENCH - m �B3' Bedroom 3, _ ; .. 6 B/t 0/2018 Pertnt Revisions ern _ -Bedroom 2— - t . - I STAIR PER SCHEDULE_ ____ � I '- W63 � I V_8,: - --- --- A6 A - A6 DOWNSPOIJr WORK POINT Wg3 815H8" "* __ I 12 /8" 41. 3'-6' N�a 3'-8' GRIDS B-B/B-t PROJECT NUMBER: 12014.052 APPROVED UPPROJECT DIREC I-l1P - _ _ - _ _ B-ATOR: MichaelStevens DOWNSPOUT 3' 6" AB 8 t5/,8" - Doug Ho6us DOWNSPOI CHECKED BY: I 1._8„ 13,_8 1'-1" 10'_3•, 12`_8„ 73,_2 12:_10" 1V-3„ 10•-9„ 1,_0„ COLUMN PER -_ JOB CAPTAIN: ( Nathan Bataille STRUCTURAL 107 8 COLUMN PER STRUCTURAL _- - ' FLOOR FINISH LEGEND AS 1001 FLOOR PLAN GENERAL NOTES A CARPET-BROADLOOM Issued for A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. + Building B 1st Floor Plan B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 Construction UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. //++C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE VINYL PLANK 1 IUI2O 17 ARE TO FINISH OPENING UNLESS OTHERWISE NOTED.. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED �� D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS, P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ALL UNITS SHOWN ON THIS PAGE SHALL MEET -- UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SERATED AL ALL THE FOLLOWING AND NOTES. SHEET VINYL W/WELDED TYPE A ACCESSIBILITY REQUIREMENTS PER IBC '. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE S. AND ANSI A117.1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET 'TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY ♦ STORAGE FLOOR PLYWOOD . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE,SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. J B(,Jllding B 1St FIOOr PIC3n t FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 _I FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 2 3 4 5 B-0 B-2 1 B-3 B-0 B-5 A5.10 T D COLUMN PER STRUCTURAL COLUMN PER A2.11 26'-0" STRUCTURAL 4 22'7" 311•91, DOWNSPOUT DYKEMAN 28'-4" STRUCTURAL COLUMN PER S. CONCRETE PATIO W83 DOWNSPOUT CONCRETE PATIO DOWNSPOUT STRUCTURAL q'-V 3,•0„ 42'-0" IT-O" 24'-2" 14'-4" W64 t9,-10" 3,0„ y 12'-6" W64 2'1" 4.2" 83 �ZQ - �-p" W84 N reC 423.258.31B1 Jac42S.238.5242 nnwudylcemnaner 6j T.8" CONCRETE1718 West Marine View Drive erxrett,WA 88201-2088 OLUMN PER STRUCTURAL AB W64 -� . 12'-6" ATIO 0 2'-4" storage 4 ttJ .�.., J]A q6 W63 R torage W62 W64 2'4" W63 7'-0" 2'-4" w W61 Ui W64 64 Al 2,1" UNIT 3 w61Bedroom 1 TYPE SHELF ROD W82 UNIBedroom TYP4`0" UNIT B1R W65 SEE U2 Living COLUMN PER -— SITE L AND NOTE W65 UNIT B4 Sim, O U3 W62 TYPE A STRUCTURAL 4 w63 TYPE W62 OPPHNo w� U2 - - Living Room A3.10 b Living Room OPP HSIMN 7 WIC S SHELF ROD SIM. •- -,—, g V-9 1l2" A6.15 OPP HNO V - U2 OPP HND 7 N7 COLUMN PER STRUCTURAL A6.15 N A6.15 A6.15 W83 C _ -' 4'-10" SIM. ise US WIC. rR W85 2 .i._ \ \\ I OW l 2 A.12 A8.11 / ` m W63 711 OPP HMO 2 I v i 4 / SIM. \ A8.11 W61 I. o o DW I I O U3J j I A8.12 W61 - i / Kitchen I Al R W68 SEE 5'-10" 3'-8" I 8'-9" ttJ SITE AND NOTE 2t10 3l4" 9'-1 1/4" I _ I I Bathroom 1 I, • I \ / SIM IWNSP UT W88 W81 o e I W81 I w\M � ry — — — I \ / I 0 PH D L._.�._._. 'II r e 3 I W42 I I — W I A.12 m Kitchen I I I SHEL &ROD REF. ° 1 e B BfhrOO I. W42 l I I/ —I, \ W42 athroom c u11 Ji HELF&RO Park 77 SHELF&ROD REF. ° bQ Kitchen/Entry Kith n/Ent b 21 9 0 010 3 I ws1 FOR 5 Bathroom 1 I WD Arlington \ 'IL uwlc u4 ° " -u11I I u1 Bathroom2\I o I U2 �- : I Investments, L.L.C. u1 / BC us u10 U3 15,8,, 11"..... � l � AT W82 8,- ._._._. ._. ._._. 5'-9" 3'-2" wee 2,2„ _ _ N sIM. ._,—, l 20201 77th Avenue NE SIM. 5 OPP HND A814 I SHELF&ROD tq I ?^ 8 U1 wsz Entry A611 ELF&ROD in 12 N Wgq Arlington WA C // Entry U1 LANDING ABOVE - A6.12 W88 iO U7 ....,. .-. ...._. Bedroom 1 � � HELF 8 ROD VJ85 L NDING ABOVE 5'-2" W85 O B P ONE * - — �— — — — v __ -0�___ _______,_ U7' U2 U2 III III �� , SHE B I IIIII Illn I O LF&ROD YP NEL tq l�lla ®§_==..,p^i i U7 U2 w U2 B3 This drawing is: SHELF&ROD IdtEdI Ili == LIuli illlq �bpRgIR PER CHEDULE f'n I.Copyright 2016 DYKEMAN,Inc. =..__ 2.The Arhitects Instrument of Professional Service. r-1r' ' 1'-11^ u ._ _ Bedroom 1 III§ Ili III 3.For use on this project only.Obtain Architect's "--'I` SHELF&ROD Ik .c -Tfli Bedroom i written permission for any other use or reproduction. OR WB SEE ELF&ROD 5'-0" 5•-0" iqm ._==-=.q�l ryln lull. W83 n W66 Ir�w'==••==•Trl 3 — III IIII IIIII Ills SHELF&ROD — SITE LAN iq4 =._===. Mi ANDIIOr Bedroom 2 Bedroom 3 u} I y" InI `"""==lull BENCH li IPi�"=='"===Idli ENCH - MARK DATE DESCRIPTION 5 6/1012016 Issued BuildingPerI H ull Bedroom$ B3 8 8/10/2016 Permit Revislons ------------ IN O III a W83 f R F ER SCHEDULE N W65 W84 � ,,.......,.,.,...-.. .. �..,,,.. -....,...,,.,,,.,.,. I I " A6 W63 EQ AB EQ 3 6" POI NT INT . DOWNSPOUT GRIDS B-B/B-1 3'-8^ w6a 3'-8" T-2" 8" "q W63 AB N PROJECT NUMBER: 12014-052 UP N 3.8 W84 APPROVED BY: B•A PROJECT DJRECTOR: I Michael Stevens DOWNSPOUT PROJECTMANAGER; I Doug Hoflus DOWNSPOUT yygq AB 3'-8" CHECKED BY: 1'•0" 10'-9" 11'-3" 9'-8" 12'•10' IT-2" 12'-8" 10'•3" 11'-1" JOB CAPTAIN: I Nathan Bataille COLUMN PER 107'-8" COLUMN PER ' FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES A211 ASI 001 A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET CARPET.BROADLOOM Issued for A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A8,11 UNLESS NOTED OTHERWISE. Building B 1st Floor Plan S. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 Construction UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. 1 C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE T-2"STUD FACE ® VINYL PLANK Mirror Drawing U I ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED /G/201 7 D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ALL UNITS SHOWN ON THIS PAGE SHALL MEET TYPE UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. SHEET VINYL WI WELDED AACCESSIBILITY REQUIREMENTS PER IBC AND ANSI E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SEAMS A117.1 ACC LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TQ MEET"TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO•WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4, ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A.C,D, . CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY STORAGE FLOOR PLYWOOD F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 Building B 1st Floor Plan Applies to Buildings 4 and 8 FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE 1/4".1'0" G. RATED DEMISING WALLS SHALL SE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE, 2 3 4 5 2 3 4 5 28'-4" - - 22'-T' COLUMN PER STRUCTURAL 26'-0" 3 Railing COLUMN PER STRUCTURAL 31'-9" T' 3'-6" 22'-0" T-4° D A2.11 DECK-TREX OR Railing COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL DECK-TREX OR APPROVED W/FRAMING PER STRUCTURAL-ER STRUCTU4 APPROVED W/ COLUMN PER STRUCTURAL Railing � AS 10 FRAMING PER 2., STRUCTURAL B_p - 7APPR.VED7 - _W84:D3 ,,, 7-_ 11 i�L2 �� W64 3'-5'DECK-TREX ORAL torage 3'.6" 1 �o �-6" 2'-0" - M2 Al Al i e I W611 A7 D3 W83 Ai W62 . B6 UNIT B7 4 Bedraam'L. � 'I � - 2-_ _� 7 UNIT 65 � UNI �_: _ �_ I �� I Ai 2 Sim. - Living Room i A5.10 -- - COLUMN PER STRUCTURAL - _ - - _--- .SHELF&ROD _ SHELF&ROD - o ' 2 UNI BS _ _ w65 7 Living Room A614 �iving,Room - -3 A2.1 I O s o r - LIVIn ROOIYI' Hn�� t• — — COLUMN PER STRUCTURAL- 4"/1'-0 _. U2 g WA 2 i'� .,M C s A611 WIC / \ - A2 n2.11 z Al Kitchen z _, o . Lp -_ / 2. OPHND i Sip, .i, U4 In �A614' 81 _ wel -- SIN! A6.11 0 �4 -i ----i - DW r i 2 2'-s" 6I'I M . 21i -- _ - _e I ws3 � As 11 SHELF&Roo — -Kitchen — O O REF _-. g 2�. -/ 6' 0 U3 1}l /U1 _ - i � Utz ° ° w64 O- -_- -�. /\'� `U10 & O I l DW 4'8" / a DW < W42 W66] B Ofn 0� �J _ w �ry SIM. SHELF&ROD __ _ - 9„ ¢ W42 — — m 8 2 - - Z _. ._ W42 o Y,U 11; u,1 Bathrloom _ J r �' �1 e J Kitchen '..,... 7 "..- Kitchen WGi. U3 Park 77 wags a, '3 Entry a a m k Bathroom 2 Bathroom 1 SHELF&ROD - W51 J Beth�oom '..i n W61 •' / i- /�i .5 1. -REF- - Q ) ~. /// WIC o # - +\6 Entry — — — w61 FOR -* R _ O O O �� - ---- 'u14` - „ EF. Bath roo REF. O -- W Arlington rl t Bathroom 2 T -O g O Cl < 1 I ws1 -- u, ti O 1 �� J k —�J)y� _ I B-G Investments, L.L.C. �,.� _ Ot0 U7 N I o WIG � _ ... - - - ' 1w, WBfiJ 2 8 VvS6 _ eAT _. - w A u3 u1z, % STAIR/ --.� sHELF&Rood O Ent 3-5" 6 2 20201 77th Avenue NE uz ct W61 U2 ►y- - k s'-3 Arlington, WA SHELF&ROD --� ENTRY .U2;� -' .M _' g -:.SHELF&ROD- a 6 - Ent — — — — S IR/ 1� ry\� F ENTRY was - wss SHELF&ROD 1F h ~ U5 __ ___ - U2 U2 --_ B c -.--1i1 _ .%... - --- UP Down UP own .,. .. - - . .. U2, U6 U2 ,� . This drawing ts: o - I -- ---� =6 „ ____ I, __ _____ - .a. .',-_________ ____ _ _ - _ Coprnght 2016 DYKEMAN,Inc. '- Bedroom 1 " - - SHELF&ROD - ---_ 2.The Architea's lnsWmml,of Professional Service. C _ - - -------- ��I� - - - - 3.For use on this oect only.Obti.Architect's we3 Bedroom3 Bed m - A3 --------- ------- - r _2 - _.._ ---- .. --- i __ _.. __ . _ '. I...... MARK 6/10/2016E Issued Building RPe Permit - - ,,.- - _ -_ _ _ _ - �-,_i-% B-B - 5'T--W65 ._.i ., - . _ Permit Revisions -. ` CW63 AB W63 .,,,, W64 VJ83 21/8" �Ij 8,• W64 -___ EQ EQ ___ __, W$3 STAIR PER SCHEDUL -- STAIR PER SCHEDULE - ' W63 LY64 3 6" PROJECT NUMBER 12014-052 6-q - _ _ _ _ - _ _ - _. -. - _ - - B.A APPROVED BY: 1 -1I O V964 -{ --- PROJECT DIRECTOR: 1 Michael Stevens 3-6 7 6 PROJECT MANAGER: 1 Doug Hofus B" 13'-2" 12-10' 9'-9" 11'-3" ,v-9" CHECKED BY: 1 1'-6" 13'-5" ii'-5" 9'-11" 12'- i'-0" IV-4" 22'-7" 26'-0" 31'-9" JOB CAPTAIN: Nathan Bataille B5 B-3 A2.,, Ba FLOOR FINISH LEGEND e- FLOOR PLAN GENERAL NOTES - i A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET CARPET-BROADLOOM Building B 2nd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. - B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 1. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET ASA5 Plan UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE: C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS,. O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE T-2"STUD FACE VINYL PLANK ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL ASSEMBLIES.ALL INTERIOR WALLLLS ARE FULL HEIGHT MECHUCTION ATECTURAL ANICAL DRAWINGS.R ELEVATIONS AND AD ESSORIES P REFER To TYPICAL UNITIPLANS FOR INTERIOR OTHERWISE A S 1001 UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. ISSU@CI for E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SHEET VINYL W/WELDED LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET'TYPE A"ACCESSIBILITY SEAMS F FOUNDATION,FLOOR-TO-WALL,WALL-TC-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. COnStrUCt1011 ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A.C.D, - CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET'TYPE B"ACCESSIBILITY S u<�; .r. /�/n0 F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. ,.13F �jY�.„ STORAGE FLOOR PLYWOOD G FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 BUild ng B 2nd Floor PlCan FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE V4"=i'-0" - - G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. J� DECK ABOVE. 1 2 3 4 5 I 2. 3 5 31'-9° COLUMN PER STRUCTURAL Railing 3 28'-0" COLUMN PER STRUCTURAL 22'-T, 26'-4" D T-4" 22'-0" 3'-5" 12'-5" 11'-9" 10'-10" T-6" 19'-10" 1�.LUM. DECK-TREX OR PPROVED W/FRAMING PER STRUCTURAL DECK-TREX OR APPROVED W/FRAMING PER STRUCTURALCOLUMN PER STRUCTURAL Railing DECK-T EX OR APPRO ED W! PER STRUCTURAL Railing COLUMN PER STRUCTURAL FRAMI G PER <A510 Railing COLUMN PER STRUCTURAL STRU TURAL B-D � Al D3 W63 3 5 W64 � I 4zs2sssz42 LI2; " trA 42fi2fi9.a161 �umw.dyknwnnef 1716 Wea[Marine Yew OHve Everett.WA 98201-2098 O 5,�„ 3.-11„ AB Storagi W63 StorageW62I W84 W61 ✓v64J�1 D3 W61 Al D3 Al 2-1 Al W63 D3 At W61 w Bedroom Al " Bedroom 1 Al 2 UNIt Ba UNIT Bb UNIT 65 W62 t— I a 6° Living Room OPPHNO 2 ROD COLUMN PER STRUCTURAL UNITB8 uz q_oSHELF&W65 OPP HND 2 HELF&ROD _ _ _Livin Room 0o Living Room I 9 --�-31MU6 - ` 1 DW C 4"/1.0 COLUMN PER STRUCTURAL -._._._.1.. IL b Az! 51M. WIC A6.11 wsz Living Room U2 31 - SIM. tt' SIM SIM. 0 P HND 2 • OPP HND 2 I ° I A8.14 U4 z K, : _ i Al ,11 Afi.11 A6.11 OW A61a 4 A6A1 4 _ SIM. W61tC Wfi ml W6, 11,-6. •LL — — _ ._.—.— r 'v 2'-9 4-0" Kitchen 2 L 2 Iy _ 9R" _._. .—._._._- ( Kitchen ELF&ROD y _ _ o U10 y-� Ca) - W63 athr O 1 I .. o o I �_ U3 6'-0' 0 0 Ir-- '• • • I, :.- - I -- W64 e W66 W42 I I I DW _..:__..a 6____ DW % M I 1 { .— _._ — . I J \.J _ U11 o zL LF&RO ` �f` __._... ate_.____ __-____ _____'_•___ U1 • w61 2'-'' 2 Park 77 PP NI i I m nEF Y I •___., gA. J fOOm .-' W42 ° 11 M A6.11 Bathroom 2 O � � Kitchen � ° a Entry � s � wag s I Bathroom 1 u3 — — . a a O w_,,,_,_, ___. I Ktchen s I cif Bathroom 1 ws, 's 8'-0" SIM a` SHELF&ROD - W61 OF, 1 I _\ WIC I I FOR ._._._. ti ��.,, .,. � ,,�..,,. Ent As,1 10 OF — — — 10. i HH. -' O O REF. I h' m2 i� REF U W62 I - s I VVD Arlington } wlc a �° I 6-� - -- U1., - - I - I Bathroom 2 - I U7 I'' U3 W61 6 — _ B-QBC L. . _ Investments, L C AT _ I w66 srAiw� W65 D,2 us I L D �M U3 I 20201 77th Avenue NE o S ELF&ROD `v tF7 _ .. U2 . In SHELF&ROD Entry/ W65 w61 N I W65 ENTRY" 5,_8„ O _ _Cl U2 ( W64 Arlington, WA wss ° nt ry c ENTRY r:_:- U1 a 2'-10 uz m U1 SHELF&ROD 3T a ! " 4•A s w , B Down UP _-_-_ �U5 Down UP F SHEL &RO 'a 4 0' 92 U6 y U2 - ttl B Bedroom 1 4'4 _ Copyright 2016 DYKEM\N,Inc SHELF � c. c3. ._. &ROD ,' $edrOOtIT"I i U6 � e Ar [rumen of Protess�onal Servlo me m is ect only , ,"„ .. ,.,.__.,. ...,. ,, .,... , ._.,.•...:;:; ,,.. ,,::. ...........::: Bedroom 2 "_, _ wnrtten perm ssPon Por any other uric ur�rcproduc[ion. Bedroom 3 Bedroom 2 �,._ us i ao ao Bedroom 3 P- - - � W63 `_g _:: MARK DATE DESCRIPTION 5 6H OI2016 Issued Building Pennft , " W65 ,.,___.__ ... g-g 6 8/10/2016 Permit Revisions wss - Bedroom 3 , W64 � .. � _ �.,-____0•_�__� .�.�._._-.,,.� 21/6'-•• - -, "�,. 3 8" Afi a � s. W83 W 64 W63 EQ EQ - - W83 AB 3'8 - PROJECTNIiMiBER: 2014-052 W64 STAIR PER SCHEDULE STAIR PER SCHEDULE " B-A -�_� _��.��.� ...:. APPROVED 13Y: I q^ O B-A PROJECT DIRECTOR: Michael Stevens LW 4 A6 3'-8' PROJECTMA\AGER: I Doug Hollus 10'-9„ 1V-3„ 9,A6 12'-10" 13'-2„ 11 12'-8" 9'+11" it'-5„ 1'-6„ CHECKED BY: I SOB CAPTAIN: Nathan Bataille 26'-4" 1, DRAWING TITLE: BA B-, B-2 e-3 e-4 FLOOR FINISH LEGEND 6- )OR PLAN GENERAL NOTES A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET . .. .. .. . ® CARPET-BROADLOOM Building B 2 n d Floor A .FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 1. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE i ON SHEETA6.15 Plan Mirror Drawing UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES.. UNLESS NOTED OTHERWISE. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL.. V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACEARE TO ® VINYL PLANK D. SEE WALL TYSH OPENING UNLESS PES S FOR TYPICAL WALLISE ARCHITECTURAL MIRRORS, NTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. QU PM NTGHTS FOR MOUNTED TO STUD OTHERWISE AT CLOSET INTERIOR,UNLESS NOTED /�p ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR AS 1001.r UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. Issued for E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE — SHEET VINYL W/WELDED LOCATION OF DETAILS FOR TYPICAL FLOOR-TO. BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY SEAMS } + FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. Construction ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY 1 I6IZO 17 . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. ,,1 �1 ,t STORAGE FLOOR PLYWOOD FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 BUIIdIrI B 2nd Floor Plan AAA_pplies to Buildings 4 and 8 . FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE __ --- --- ----- -- - ------ ---- G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 1 2 4 5 2 3 4 5 B-4 8-3 B-2 B B 0 A2.11 3 A3d0 YY D 4 - COLUMN PER DECK-TREX OR APPROVED W/ COLUMN PER , r STRUCTURAL FRAMING PER STRUCTURAL STRUCTURAL COLUMN PER STRUCTURAL —COLUMN PER STRUCTURAL 4'-2" 12'-10" 3'-8" 10'-101, 11'-9" 12'-5" 13'-7" 3'-5" 1V-101, V-3` W64 DECK-TREX OR PREFABRICATED METAL RAILING APPROVED W/FRAMING _ _ _ _i - - - - - - - - B-D PER STRUCTURAL w VV83 W64 DECK-TREX OR ,. METAL RAILING t PREFABRICATED - l U2j< APPROVED W/FRAMING METAL RAILING VY83 D3 Al -- --- --------------- COLUMN PER STRUCTURAL ref az;2;9.3ts1 Jac 42525e.5242 www.dykeman.net PER STRUCTURA „ PREFABRICATED W84 L3 8 3 5 II 1718 West Mann¢Vlew Drive tWerety WA 882a1-2099 tYirag& O4 A6 U2 - -- PREFABRICATED METAL RAILING - t VV63CL i o I , n 4'-0„ 6'-6" C W84 W63 D3 Al - = t rag Ali ? Ct `O w61 F' - " - 2'-e Ai D3 W82 Bedroom't- 1�2 Living RoomDa UNIT B9UNIT B10WBedroo UNIT B12m_.�,,_._ ..�._� Ws2mg Room :a _ Living�toomLiv;6g RoomA3 W62 _ SHELF&ROD - W63 3'-10"' U�� A C U6 4-1314 o COLUMN PER STRU C SIM 6 3 3/4 F A6142&ROD WICHfi 14 SHELF&ROD . DwA6 W42 1/4 � W66 m U U2 11 CUT) Kitchen DW — — s Bathroom t w4z -emu 11 \ - ws waz -�wsz �,,.; Entry s 11 � uz _ Bat room waz Park 77 Bathroom 2 SHELF&ROD 1 }h, I, I __- L-1 -� �. Id a 's c WB1 Gi X3 Oi/4 I' 3 A2.11 Dw ` U� 3 s a Kitchen — — Kitchen O O REF. Bathrooms _ Bathroom 1 FOR - REF. , Bathroom 2 i n REF. O - _- -.._ W86 V V D Arlington Kitchen I + Q �' �:" waz 1iu1i; � Uz Ufi Investments L.L.C. . UU1 \ - SHELF&ROD 1 t 1 Pz�m - J v � ws1 W66 u11% �� uz AT EF ., D W62 ` U1 Ut Entry w SHELF; } i' OD NE 20201 77th Avenue l= Entry VU66 '... W65 W61 U2 iy Arlington,WA SHELF&ft &R 2 4". -SHELF&ROD - ., U6 =f I vuas was Bedroom"us - US VvS4 ', _DOWN I DOWN ' ____ This drawing is: .'----- _ _....s.VV63 -, - - SHELF&ROO _ "' 5'-10 :SHELF&ROD I.Copynght 2016 DYKP.1vLW,hu. `_BUILT-IN SHELVES WW5 2.I he Architect s Instrument of Professional Service. ...__„ _....._--..r-G,,a -...10"DEPTH_- �:.,. _ Alp-_____ ,._________ ��.. __ - � �, ,.,� i; .�: :; '-":,,,- Bedroom�o' 3.For use on this prgect only.Obtain Architect's ;.1 Bedroom 1 I) °i _________ "" = '. en pernimion or v other use or reproduction. ' - writt f an �� uz Bedroom 2 --- C ---- ' Bedroom2= —_ ----- -- _ MARK DATE DESCRIPTION Bathroom 1// - A6 5 61 012016 Issued Building Permit _ _ - - -� - -- - _ _ 8 8/10Y2018 Permit Revisions SHELF&ROD � Wfi3 SHELF&ROD c lIVIC e•B STAIR PER SCHEDULE VW4 SCHEDULE oC u1o; - ;�. r CL i._ EQ AB EQ A6 W84 � �. W83 _ W63 yygq _ ty _PROJECT NUMBER: 12014-052 APPROVF.DBY: VV84 PROJECT DIRECTOR: M ens T-0" Wfi4 10,-1" 12' 8" 13' 4" 12'-4" 10' 3" 6' 9" 12'-0" 1' 0" PROJ1:C f MANAGER: 1 Doug Hoflw CI TECKED BY: 1 COLUMN PER COLUMN PER JOR CAPTAIN: Nathan Bataiile STRUCTURAL � � STRUCTURAL I A2.11 FLOOR PLAN GENERAL NOTE5 FLOOR FINISH LEGEND A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. CARPET-BROADLOOM A B: INTERIOR DIMENSIONS ARE TO FACE OF FRAMING L CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET As.15 ,,i p UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. Building B 3rd Floor Plan C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE VINYL PLANK ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR UNLESS OTHERWISE NOTED. J..CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. - - E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE �` .t ------ LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET'TYPE A"ACCESSIBILITY SHEET VINYL W/WELDED A`.'100 1 FOUNDATION,AND HEADER,SILL L,WAILAND SOFFIT WITH ELECTRICAL AND ME PER I.B.C.REQUIREMENTS, STANDARDS:UNITS B-1,BQ B-3,AND E SEAMS ,.I ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE IT C,D, Issued for CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGNBUILD DRAWINGS FOR STANDARDS. COr1StrUCtIOr1 FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 p ,,I 4 ,.1 <s{S y s. /� FRAMING ABOVE UNLESS OTHERWISE NOTED, L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE BUIId In B 3rd FIOOr Plan 2 r�sS= STORAGE FLOOR PLYWOOD 1 I6I2O 17 G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO .MOUNTED EQUIPMENT. <°i DECK ABOVE. �1 g 1 2 3 4 5 1 2 3 4 5 D A3.10 4 28'-0" .. .. .. .. COLUMN PER DECK-TREX O R APPROVED W/ COLUMN PER COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL STRUCTURAL FRAMING P R STRUCTURAL STRUCTURAL g'-3• 1fi'-10" 3'-5" 13'-7 12'-5" 11'-9" 10'-10" 3'-6" PREFABRICATED METAL ILING DECK-TREX OR W84 B-D APPROVED W/FRAMING W64 W63 PER STRUCTURAL 5'-10" 5'-0" DECK-TREX OR *' PREFABRICATED rabazs.zssstst jacnzs.zsss292 unuw.dyken�on.ner COLUMN PER STRUCTURAL q1 D3 W63 METAL RAILING APPROVED W/FRAMING �2 PREFAB CATED PER STRUCTURAL W84 METAL ILING ins west Marine view Drive fiverett,wn snzot-zosa REFABRICATED METAL RAILING U2 "°"' q6 W64 .' Sforag � -!W62 W64 5,-6" a,-0 2,-a, 5-6,. fa�ag — -- ws4 W63 W63 ......,, Ai _..... O3 W63 ., }�: . D3 W64 W63 8,7" D3 Al Z-6" UNIT B11 wsz wst UNIT B Bedroom 1' -Bedroom to w61 n Room Wfiz Living UNIT B10 Livin Roo as tD Living Rom UNIT Room g Living Roo m w b 4 ! ! SIM SHELF'&ROD . iN62 A3.10. OPP HND 2 U2 • • 3'-10" W63 y l U2 C COLUMN PER STRUCTURAL - C 4'-1 3/a' SIM C2 I Sim. SI 1 U2 e'-3 3/4" '. SIM. SIM. OPP HND 2 I I A6.1 A6.14 SIM. SHELF&ROD OPP HND 2 A6.11 - — Afi.11 W67 DW I SHELF&RqD -- U14 C2 W66 _6'a I — — ——.�. ,. ....` —.�.—.—. A6.t1 a '6'-8' 2'-81/4".: W42 SIM. OPP HND m U U2 - - — — - - - i Kitchen I , - - - - - I 2 —A5.14- '• • • i W42 .,...,.... .(�fiy) o o DW v — — ' 9'-1 1/2" DW o 0 W U10 42 waz Bathll`oom 1 `" ° Park 77 fhr0 U2 i I / W6 i ..I in I IiELF&ROD � .. Bathroom 2 I 2 A2.11 A2:11 13-01/4" ( •Entry/ �i Q I I W61 L L REF. O O I Kitchen I .— —. a Kitchen v �' 11) (� Bathroom1 _. O II I ws1 / .i_. i a I 3-6 afhr om Uz I — u�W�L I WD FOR de� wfiaArlington REF. M OPP HND 1 I Bathroom 2 REF. i ELF&WIC � ��.� U1 Afi.,1 I U2 6 0 - o ` j W6, Kitchen, I Investments, L.L.C. OO wag B° D2 a� D1, q+ AT mr _ _ �< 4 wss z'-g" u1 wsz g 2 20201 77th Avenue NE 5'-0 3/4' SHELF 8 ROD m Entry - J„ I W61 I S ELF&RQO REF U2 W61 U1 wss I I wsfi Entry Arlington, WA 0 io 2 v LF&ROD --- m Bedroom 1, W65 .—.— —.—. W65 B 2 _ ... U5 LU2� �WN U5 DOWN U6 U6 U5 B W64 ,.,.,--•. N This drawing is: _ 1.Co n t2016 DYP.EMAN Inc. `"'�" '' ` " •" "'- SHELF&ROD F&ROD 2.The A hitecOs Instrument of Professional Service. W65 5'-10" :, BedrOOm2 " 4-0 BUILT-IN SHELVES W61 I 3.For use on this P Project only.Obtain Architect's „_, _ -.,,.. rssr I WIC"- 4 -10'DEPTH' MEL O : written perm on for any other use or reproduction. Bedroom� Bedroom 2 uz aw w z DESCRIPTION Bedroom 2 MARK DATE N C2 -SHELF&ROD " 1012016 Issued Building Permit W63 A6 ,..: - ,. ... - Permit Revisions 5 6/ B B .. : .., _ .... , Bathroom 1 WIC Cu1a , 6 SI70/2016 0 ,n I .. a - - _ .' • .,.'. SHELF&ROD , - TAIR PER HEDULE STAIR PER .q, e . SCHEDULE ..-. m I �U1 4-0" W63 o W63 EQ A6 EQ W61 W84 AB v 4 ._— HHa PROIEC'I'NiMBER: 12014-052 W64 B q W63 3'-e" 5 APPROVED BY: PROJECT DIRECTOR: I Michael Stevens W64 W64 PROJECT MANAGER: I Doug Hofius 1,_0., 12•-0" 6,g�. 10.-3„ 1Z.- 1g.q" t2,_6. 10,�.. 7'-0,. 11,_0... CHECKED BY: COLUMN RUC ORAL 1 COLUMN STRUCTURAL JOB CAPTAIN: Nathan Bataille LOOR PLAN GENERAL NOTES A2.11 FLOOR FINISH LEGEND A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET INGS- A AS.11 UNLESS NOTED OTHERWISE. B. NFRAMING ERIIOR DIMENSIONS AREISE NOTED. STUD TRACK AT ALLTO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEEXTERIOR STUD WALLS. SHOWN ON T/A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 ® CARPET-BROADLOOM Building p q ,,1 r� A UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. BUIIdIng B 3rd Floor Plan C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE :J ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED Mirror Drawing D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE VINYL PLANK ASSEMBLIES,ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE AS I OO 1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY SHEET VINYL W/WELDED •' d FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B3,AND B-0. SEAMS Issued Ued for ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, y CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY COnStrUCtlOrl F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. . FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 - FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE � STORAGE FLOOR PLYWOOD 1/6/2017 G. RATED DEMISING WALLS SHALL BECONTINUOUSTO MOUNTED EQUIPMENT. BUIIdIn B 3rd Floor Plan Arr111r-��lies to Buildings 4 and 8 DECK ABOVE _.CC _--_7__ 1/4"=T-W 1 2 3 4 5 t 2 3 4 s 1 A3.11 c1a c11 cs c� FLOOR PLAN GENERAL NOTES DYKEMAN 30'-2" 23'-0" 4 20'-2" A EXTERIOR UNLESS DIMENSIONS OTH ARE I ETO NOTED.OUTSIDE FACE OF 1'•0" 8'-5" 19'-0" 3'-9" 11'-4" 11'-8" Y-1. 12'-2" 4'-3" B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. C. .DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES - DOWNSPOUT ,____ _ ,_ ____ ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. COLUMN PER STRUCTURAL CONCRETE PATIO - D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION W64 CONCRETE PATIO w64 ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT UNLESS OTHERWISE NOTED. ref.az�.zssats[ fw.bzsz ssza2 www.AyAemau.ner \ _ E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR -_ w - \-\ LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- [Its west Marinevrew Helve tveR[[,wq sszm 2096 DOWNSPOUT r { 'r FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF Wy6q Storage .N4 n U8 f CONSTRUCTION. HEADER,SILL AND SOFFIT CONCRETE PATIO - `U8 'Lib z c, F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE 3-3" FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR a W61, - D3` At VJ62 L ��Zi FRAMING ABOVE UNLESS OTHERWISE NOTED. Stora @ �k �- - g. - G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO COLUMN PER STRUCTURAL iv t ;} '� _-- - --- -. S-�$ DECK ABOVE. rLOD H. APPLY CONTINUOUS SEALANT BEAD BENEATH WO _ W63 D m CON TOR SHALL PROVIDE COND 1, TINUOUS g - �_> = : ,,` - HORIZONTAL BLOCKING OR BOND BEAM AS F w64 Stlira a vWfiz ..-:-,;; „„ -�L'-EQ EO REQUIRED AT ALL WALL MOUNTED LAWS,DRINKING 2'-8 1/2"rL Wfi3 I __ __ _ - m. _ : : : UNIT C3 FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO W64 - - TYPE B - - ARCHITECTURAL INTERIOR ELEVATIONS AND Bedroom .^ - -- ' COORDINATE WITH MECHANICAL. - - - J. CONTRACTOR SHALL SEAL AROUND ALL - -- - - BUT NOT IIM TED TO P PINGAT FIRE TEDUCTSLCONDU TDING ETC., W61 - - WITH FIRESTOPPING PER).B.C.REQUIREMENTS. Living Room UNIT CS SIM- K ELECTRICAL AND MECHANICAL EQUIPMENT AND Second 2 OPP HND ACCESSORIES SHOWN FOR CONTRACTOR EO r EO r SHELF&ROD - s/Y62 Floor A614 VV62 CONVENIENCE.SEE DESIGNIBUILD DRAWINGS FOR EO Ot EO - ., UNIT C2 - UNIT CS -:. SPECIFIC SIZES AND LOCATIONS. C COLUMN PER STRUCTURAL TYPE B Second _SIM. - L. REFER TO REFLECTED CEILING PLAN FOR CEILING i -- COLUMN PER STRUCTURAL - MOUNTED EQUIPMENT. w6z — Floor 2 C UNIT C7 Sim. A6.11 .. - M, VERIFY SHOWN ON DRAWINGS. CLEARANCES,AS I TYPE B OPP HIND us / Living Room oN v 2 „ N. REFER TO SHEET A6.02 FOR TYPICAL DOOR rn W63 - - - A6.14- O CLEARANCES. Living Room - ----- _. 6 3' N, REFER TO SHEET A6 01 FOR TYPICAL TED __ '" - (l�l MOUNTING HEIGHTS FOR WALL-M UN UNIT C7 :- -_ _ D ACCESSORIES AND EQUIPMENT.O - - 2 - ' n D -_ - P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR Second U3 �A611 DIMENSIONS AND NOTES. SIMC PHNO _ Floor " - A6.1a/ - W82 p - Q. THE FOLLOWING RESIDENTIAL UNITS ARE W 2 Al -. W61 -. - "' -- m 0 - KIYChen- DESIGNED TO MEET'TYPE A'ACCESSIBILITY A6.11 - - - �" 1 _ _ -�--�-- -{ STANDARDS:UNITS B-1 B-2 B-3 AND 84. lit hJ - U DW 8-11 1/4" R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, AND E SHALL MEET`TYPE B"ACCESSIBILITY • wea A6-�t m vugz Bethroo c STANDARDS. ry - -� �- a _� m - aREF. O O S. TYPICAL INTERIOR WALLS ARE TYPE W41 ark �� W61 ALIGN _ -J •�•,} '<. -_, pyW } Bathroom 2 UNLESS NOTED.OTHERWISE m S2 ¢ en W62 I - I s iv - - O _ T. TYPICAL UNIT BATHROOMS ARE TYPE 82 ON SHEET m o - KItCFI -. .. A6.11 UNLESS NOTED OTHERWISE. Wgq SHELF&ROD -_- - U3 - U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 �" "' _ W61 tZ7 - { / UNLESS NOTED OTHERWISE. FOR W42 REF: O r. - - m J i --i„ o itch en-0 �2 I _ �A/S1 n V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE m � I r ,• W42 U12 ¢ TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED W62 _ V Bathroom-� W82 OTHERWISE VVD Arlington c m .„. m '' - �Im 1 ry c - iNg1 1 — -. --- - n R�F_ - - �� Hues m s,Bathroom 1 _ p ru J m _, � � � SAT I t L.L.C. Bathroorp 2 U3, J zU11 u1, U6 US - �< 20201 77th Avenue NE ;. _ — m 3 6 W61 le Arlington, WA c c-e A2.12 2 VV63 :.. 6'-4", 6 4' 2'-16 N-W65 W65 6- " " ��`- SHELF&ROD Entry- �� - U3-- Entry SHELF&ROD tit _ SHELF 8'-7' -111/4" EQ EQ -- �L 4' S _. LANDING ABOVE. m t y. X , _ uz, &ROD-' - WIC A611� B This drawing is: a > 'L A i or —J' — iv �2 r-- ---------- U2;� W62 - FLOOR FINISH LEGEND 1.Copyright 2616DYKEMAr,lne: - e� ___ - w - - 2.The Architect's Instrument ofProtessional Service. y US STAIR PER SCHEDULE _ Bedroom'I - U2; 3.For u- this p olea only.Obtain Architect's EO- BROADLOOM t p rmission for my other use or reproduction. i b F >., _- CARPET-B writ[ _ :- CA PE- RO n VU63 � U5 CL � i •- _= SHELF&ROD,. , W65 CH -- - - VINYL PLANK MARK DATE DESCRIPTION err i SHELF&ROD 5 8/102016 Issued Buildingmit Per __ 6 8/102016 PermB Revisions SHELF&ROD - - __ r Ws -- ,� SHEET VINYL W/WELDED . ro Bedroom,3 r'r - _ - SEAMS U2 Bedom 2. --- ---- Bedroom 1 W83 WIC ` ____ STORAGE FLOOR PLYWOOD _ .. Bedroom 2 s PROJEC I NUNI)WR: 2014-052 i i _ ___.-__-- 4 _ CL APPROVED BY: PROJECI DiRECIOR: Michael Stevens i '64�- PROJECT MANAGER: I Doug Hafius 6 0 C-A C}ECKY.D BY: A6 W64 '' `' JOB CAPTAIN: l Nathan Bataille W64 10'-8" T,-g„ 6,_4„ 10" 0 VV64 A6 3'-9 q-g^ W63 EQ EQ 2 3/4" 3/4" Z 22'-6" rL 11'-0" 12'-8" 10'-10,r DOWNSPOUT :J m /��+3'-4" 33'-6" 12'-8„ 23'-10„ r: ¢ ASI 001 C-13 C-12 DOWNSPOUT c10 9 C-7 Issued for Building C 1 st and 2nd A COLUMN PER STRUCTURAL - Construction Floor Plan a 1/6/2017 Az.1z ALL FIRST FLOOR UNITS SHALL MEET TYPE B — ACCESSIBILITY REQUIREMENTS PER IBC AND ANSI A117.1 Building C 1st Floor Plan 1 a (znd FiQQ�s�maar.> 2 3 4 5 2 3 4 5 1 A3.11 D A2.lz FLOOR PLAN GENERAL NOTES C-7 C-8 C-11 C-13 A, EXTERIOR DIMENSIONS ARE TO OUTSIDEFACE OF ,YK 20'-2" 4 23'A"' 30'2" EMAN FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 4'-3" ,2'-T' 3'-9" 11'8" 1 V-4" 3'9" 19,-01, 6•-5" 1,-0„ UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES DOWNSPOUT ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. ONCRETE PATIO COLUMN PER STRUCTURAL D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION yygq CONCRETE PATIO W64 ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT C-C UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR 42s.2as.alat ,(•a2s.25sszaz uvw.dykeman.nrr. __ LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- msw[Marine view UHve,Everett,wn se2ol-209a q ' W64 DOWNSPOUT 6'-6" : FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF N 6-0" 3`I,' $forage N r Vygq ASSEMBLIES AND HEADER,SILL AND SOFFIT U8 " CONCRETE PATIO CONSTRUCTION. U 3,3, F. ALL INTERIOR NON-BEARING WOOD STUD.WALLS ARE W62_ Al D3 W61 FRAMING ABOVE UNLESS OTHERWISE NOTED.IGHT TO BOTTOM OF ROOF DECK OR FLOOR Storage T-8" 5'8" AB Q W64 G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO W61 wfi3 W� 9 ",„„_ i- N PER STRUCTURAL H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD /NDECK w •: - - D3 Al iv yV63 - - " I W63 STUD TRACK AT ALL EXTERIOR STUD WALLS. COLUMN EQ EQ .,... ,Y6a '_w62 Storage DOWNSPOUT ORIBOND BEAM AS CONTINUOUS DO UT 9 I. CONTRACTOR SHALL PR HORIZONTAL BLOCKING O NG UNIT C$ r 2'-4' 6'8" - FOQUNTA NS,CASEWORK,MIRRORS,ETC.REFERUIRED AT ALL WALL MOUNTED LAVE, TO TYPE B - W64 ,._ ,.. '"' - ^ W63 O 2'-81/2" ARCHITECTURAL INTERIOR ELEVATIONS AND '-Bedroom Al D3 B4 COORDINATE WITH MECHANICAL. -- - ' J. CONTRACTOR SHALL SEAL AROUND ALL Living ROOM PENETRATIONS AT FIRE RATED WALLS,INCLUDING "-----' -•-- - ' ' - , - o BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., _ UNIT C9 O -- `� " '. iv 2 WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. 2 - -Second - __ K. ELECTRICAL AND MECHANICAL EQUIPMENT AND W62 A6,14 - FIOOf - W62. -- EQ EQ ,: A3.11 ACCESSORIES S SEE DESI R IBUILD DRAWINGS .CONVENIENCE.SEE DESIGN/BUILD.DRAWINGS FOR UNIT C8 @ UNIT C2 SHELF&ROD EQ EQ 64 SPECIFIC SIZES AND LOCATIONS. - :ond . L. REFER TO REFLECTED CEILING PLAN FOR CEILING ,.-_ COLUMN PER STRUCTURAL MOUNTED EQUIPMENT. TYPE B C GOLU NPER ST�TURAL SIM. SeCoor W62 UNIT CI M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS C I_: OPPHND 2 Floor A6.11 SIM SHOWN ON DRAWINGS. Living Om �U6 WIPE N. REFER TO SHEET A6.02 FOR TYPICAL DOOR tt1l 2 9 CLEARANCES. U2 Slid 77 Living Room DW �l I II (. _ �-- < O. .REFER TO SHEET A8.01 FOR TYPICAL 11 MOUNTING HEIGHTS FOR WALL-MOUNTED SN ACCESSORIES AND EQUIPMENT. z —.—.—.—. —. UNIT @ P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR W42 1 `" A6.11 U3 $@COnd S DIMENSIONS AND NOTES. W62 A6.14 Floor IM. Q. THE FOLLOWING RESIDENTIAL UNITS ARE Kitchen ¢ I. l --- I c W61 Al 2 DESIGNED TO MEET'TYPE A'ACCESSIBILITY A6.11 STANDARDS:UNITS B-1,S-2,B$,AND B-4. j 8'-11 1/4" i- I I �� DW OPP HND 1 IQ f R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C.D; .m I W82 ... 11 - -A6.11 " W64 STANDARDSAND E L MEET TYPE B ACCESSIBILITY 7 I j O REF. I o o athrodm - nl iv S. TYPICAL INTERIOR WALLS ARE TYPE W41 Park / Bathroom 2 DW �,--{Y--,� ZU_ ALIGN — ' UNLESS NOTED OTHERWISE I W82 Kitchen I _ W61 T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET .:Z I TED OTHERWISE, SHE LFA ROD j - AS 11- -, W61 _ _ W42 W64 U. TYPICANUNIT KILESS OTCHENS ARE TYPE 1 ON SHEET A6.15 8'-10" Kitche `� < . :- ' UNLESS NOTED- 1 ¢ I :U12 W42 + I TYPICAL CLOSET°DIMENSIONS ARE Z-2 STUD FACE - O O REF. I TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED I W62 j°' ° ' -M I �/ W42 WD Arlington wfi2 _ _ _ ___ l e _ `. j OTHERWISE g V. Bathroom 1 „ wsr o o R F. —'— — —'— —'— ! W6, Investments, L.L.C. ws1 ? sa I — — — u \ u, G\i Bathroom 1 AT ® s ue u3 Bathroom 2 j -- = U11' I 20201 77th Avenue NE W61 ° 3'-6" r — I Arlington, WA Im \ U� 85 W65 2'-10" iv n Entry SHELF&ROD o I U3 SHELF -Ent (n O OPPIN 4':5 - _ EQ E. - .—.— —.—.—.—. o B WIC A6.11 SHELF < " in Entry' r— �' �-" LANDING ABOVE 6'-11 1/4" W64 8 ROD U2 - " ; B W62 "• .- 2 �� UB ;51 I U2 This drawing is: __7 0 / B _— FLOOR FINISH LEGEND 1.Copyright 2016 DYKEMAN,Ine. aa. _ __=CAI 2.The Architects Instrument of Professional Service. U2� fn p4= _- STAIR PER SCHEDULE U5, Bedroom 1-- 3.For use on this project only.Obtain Architect's i" w y yy CARPET-BROADLOOM written pemtission for any other use or reproduction. HELP -- Tui� m EQ - EQ 4,_0„ 3._8„ .. "„ &ROD 4-1 ---- U6 -- ui 5 W63� nu fir W85 VINYL PLANK MARK DATE DESCRIPTION SHELF&ROD" _ - 10/2016 Issued Building P W62. " iuR- Tl ii A3 ® 8/10/2016 Permit Revisions enn SHELFI&ROD _ SHEET VINYL W/WELDED Bedroom$ 'i SEAMS i 6 _ _..v... Be 2 U ; ". .Bedroom �= .-. d STORAGE FLOOR room _ Bedroom 2 - WIC PLYWOOD WB& LYWO J A6 '. � 4V64 .,? .,-„ ,. ,. ;,' .: .,_, .. io PROJECT NUMBER: 12014052 W63 q ,",,.. W64 APPROVED BY: ".,. - .. PROJECT DIRECTOR: I Michael Stevens PROJECT MANAGER: Doug Hoffus GA "' CHECKED BY: I UP W64 A6 W64 JOB CAPTAIN: I Nathan Bataille W83 q.-8„ 3•-9„ AB W64 10" 10" 6'-4" 7'-8" j 2 314" DOWNSPOUT 10'-10". 12'-W 11'-0" 22'-&' r23 10" 12-8" 33-6" 3-4 ASI 001 G7 C-9 G10 DOWNSPOUT C42 C-13 Issued for Building C I.St and 2nd A COLUMN PER STRUCTURAL Construction Floor Plan 1/6/2017 Mirror Drawing a A2.12 ALL FIRST FLOOR UNITS SHALL MEET TYPE B ACCESSIBILITY REQUIREMENTS PER IBC AND ANSI A117.1 ��Building C 1st Floor Plan 1 a (2nd FIDDr slmi�ar.) Applies to Building 12 � � t1/4•a 1•-0„ _-_.... ...._._ _....-..-_.-. - -...... IIII, 2 3 4 2 3 4 5 FLOOR PLAN GENERAL NOTES D A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. KEMAN C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO FINISH OPENING UNLESS OTHERWISE NOTED, D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT A2,11 UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR Q-7 CONCRETE PATIO C-8 4 G3 C-2 C-1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- 20'•2" 23'-0" 2g'-10" 3'-4" FOUNDATION,FLOOR•TO-WALL,WALL-TO-ROOF as 425.2599re+ I,+s:azs.25ssuz wwuadykeman,ner ASSEMBLIES AND HEADER,SILL AND SOFFIT ..._� CONSTRUCTION, 171sw tlaermeviewDrlre LNer'ett,wnsezoi-zose 4'•3" 12'-2" 3'-9" 11'•8" 11'-4" 3`-B" 19'-0" 2'•8" 1'-5" 3'-4° F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR FRAMING ABOVE W&6 UNLESS OTHERWISE NOTED, DOWNSPOUT CONCRETE PATIO G. RATED DEMISING WALLS S HALL BE CONTINUOUS TO W84 W84 COLUMN PER STRUCTURAL DECK ABOVE. H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD C� STUD TRACK AT ALL EXTERIOR STUD WALLS. C•C - - - - - - - - - - I. CONTRACTOR SHALL PROVIDE CONTINUOUS < HORIZONTAL BLOCKING OR BOND BEAM AS `a to iv DOWNSPOUT CONCRETE PATIO- COLUMN PER STRUCTURAL REQUIRED AT ALL WALL MOUNTED LAWS,DRINKING 1 W84 FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO -0' 3'-8 Slot U8 liI y,/83 ARCHITECTURAL INTERIOR ELEVATIONS AND W81 3--4" COORDINATE WITH MECHANICAL. Storage Al D3 � J. CONTRACTOR SHALL SEAL AROUND ALL - 3-8 5-8 AB `D PENETRATIONS AT FIRE RATED WALLS,INCLUDING * - - BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., w TYPE B _D3 A7 .� 3 StOra U8 ,, ,, ,.�. WITH ELECTRICAL AND ME PER I.B.C.REQUIREMENTS. _ --.- 2'-1" 6-4 CL K. ELECTRICAL AND MECHANICAL EQUIPMENT AND UNIT C4 g b ACCESSORIES SHOWN FOR CONTRACTOR r F CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR _. OWNSPOUT SPECIFIC SIZES AND LOCATIONS. W81 W64 Wet I�,� � ,• „ �,�� L. REFER TO REFLECTED CEILING PLAN FOR CEILING Living Room 1 W83 2 1 MOUNTED EQUIPMENT, W82 -_ Al D3, Ai� M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS C UNIT C10 @ � Bedroom s __.a .. SHOWN ON DRAWINGS. c. Second Floor - - - N. REFER TO SHEET A8.02 FOR TYPICAL DOOR L CLEARANCES. 2 W81 N 0. REFER TO SHEET A8.01 FOR TYPICAL - --- MOUNTING HEIGHTS FOR WALL-MOUNTED _ m ACCESSORIES AND EQUIPMENT. A3.11 SHELF ROD At ' SIM. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR YA414 COLUMN PER N E B5 4'-0" _� UNIT C6 --- b DIMENSIONS AND NOTES. TYPE B L= Q. THE FOLLOWING RESIDENTIAL UNITSARE STRUCTURAL SIM. Vv83 DESIGNED TO MEET GRESI EN IAACCESSIBILITY - 2 OPPHND Living Room UB - �Vv85 STANDARDS:UNITS B-1,B-2,B-3,AND B-4. A811 Living ROOM <' R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C.D, 8'-3" UNIT C11 AND E SHALL MEET'TYPE B"ACCESSIBILITY B Second FIOOr - SIM [UNIT C12 @ STANDARDS - ° ° U2...... "-'- - � Second Fit S. TYPICAL INTERIOR WALLS ARE TYPE W41 W85 �---� -- - - AS"I _ _� = T UNLESS NOTED OTHERWISE DWI ° 7 �J p A8.731 2 a T. TYPICAL UNIT BATHROOMS ARE TYPE 82 ON SHEET h C7 rk / S �-� - - -- - - A8 11 UNLESS NOTED OTHERWISE TAS14U2 - '- COLUMN PER STRUCTURAL W81 RISer. M' U. TVPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A8.15 Kitchen z Ito 6' 2" r_ �r 8 V. TYPICAL CUNLESS OLOSETTED ODIMENSIONSRRE 2-2'STUD FACE -- - SIM. TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED FOR __. J � DW ° ° 1 OPP HND DOWNSPOUT OTHERWISE I � m QP � —Bathroom I � .� � JJ ALIGN ne—i1 wet Wsa WD Arlington Q Bathroom 2 - ° O O REF. a DW I 8'-10' W81 --- N W81M SHELFBROD Q - 9 10' - Investments, L.L.C. I - I �� i I _ { -- - AT z Entry _ vvet Kitchen 3 A2.12 - — — Kitchen W42 "@q 20201 77th Avenue NE W81 W82�`^� ¢ io W82 wag _ W87 _ REF_ v Bathroom 1 b Arlington, WA Bathroom 1 ' I "� --- - REF. Wei PANELSICAL METE g 8 a o '-9" B G6 Ull UB a '� ethroom 2 - - - This li W81 - o drawing is: - _ U2 M 3 8 __ 8'-3" NR5 iv 2'-10' g-a' _ m I.Copyright 2016 DYKEMAN,Inc. a , Entry -- =- CL SHELF&ROD a Iv 8 W. o " U2 2.The.on this Instrument of Professional Service, IV SI!d. -- U1 ;� H Entry 3.For use on this project only.Obtain Architeds 1 Ent l� C+� .-- SHELF&ROD written permission for any other use or reproduction. W81 A8.11 WIC W85 U2 W81 - --- -- - LANDING ABOV _. U2 ___. SHELF&ROD- u2 u2 r_ ____ ___ ? �' FLOOR FINISH LEGEND MARK DATE DESCRIPTION W85 F. SHELF&ROD Io w Wgq _,--_- .._ ------ iv -- A8.11 ��PHONE 5 6I10/2018 Issued Buildin Permit ' rn UB C2 Ci PANEL -- - l 8 8/10/2018 Permit Revisions U2 �: p�...=- - i CARPET-BROADLOOM — w STAIR PER SCHEDULE�6- - � _.. _._..._ Bedroom 5' u+ i �US� W85 VINYL PLANK -_. 4'-1" 4'-0„ 4,_01. Pc BENCH SHELF&ROD-- ' A3 liI SHEET VINYL W/WELDED SHELF&ROD SEAMS s -Ti i PROJECT NUMBER: !2014-052 Bedroom 3 Bedroom 2 Bedroom 1 "��" APPROVED BY: Bedroom 2 a4--- -- U2 a' " - - PROJECT DIRECTOR: Michael Stevens STORAGE FLOOR PLYWOOD PROJECTMANAGER: I Doug Hofiva _ 3 CHECKED BY: WB4 � wic JOB CAPTAIN: Nathan eataille __ e_ - W83 AB g,-4„ m j CL W84 .. W64 p GA -EQ EQ - - A8 - —N WB4 _.� - - - - - - ..... ._........... ASI 001 �' _ (� -I— Issued for Building C 1st and 2nd 'i WORK POINT 3'-9" AB WB4 71/4 STRUCTURAL 7 11W� DOWNSPOUT AB W84 GRIDS C-A/C2 t W54 Construction Floor Plan b _ __....... -13'•0' CL CL 10'-10' 23/4" 2314' 1r•g„ 12,-0„ ,g,-g., 1/6/2017 F < 23'-10" 12,-8„ 33,-g„ 3,-4„ G5 tA21 ALL FIRST FLOOR UNITS SHALL MEET TYPE B�� ACCESSIBILITY REQUIREMENTS PER IBC ANDANSI A117.1 Building C 1st Floor Plan 1b (2nd Floor Similar. _T 3 4 5 _ _ 1 2 3 4 5 FLOOR PLAN GENERAL NOTES D A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING UNLESS OTHERWISE NOTED. KEMAN B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING - UNLESS OTHERWISE NOTED.. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RECITES ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT A2.11 UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR C-1 G2 C-3 4 4fi CONCRETE PATIO C-7 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- 26'-10" 23._O,. 20.2„ FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF iet 4zs.zsss[si jaz 4z5zssszaz unuw.4ykenwn.ner ASSEMBLIES AND HEADER,SILL AND SOFFIT CONSTRUCTION. 171ewec[Marineview urive 6�ere[[.WA 992o1-zlrea 2'-8" 19'-o" 3'-9" 11'-4" 11'-8" 3•-9" 12'-2" 4'-3" F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR FRAMING ABOVE UNLESS OTHERWISE NOTED. W64 G, RATED DEMISING WALLS SHALL BE CONTINUOUS TO COLUMN PER STRUCTURAL CONCRETE PATIO DOWNSPOUT. W64 DECK ABOVE. W64 H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD STUD TRACK AT ALL EXTERIOR STUD WALLS. C-C -+-�----- »z C-C I. CONTRACTOR SHALL PROVIDE CONTINUOUS COLU VIN PER STRUCTURAL CONCRETE PATIO DOWNSPOUT - v HORIZONTAL BLOCKING OR BOND BEAM AS i�l REQUIRED AT ALL WALL MOUNTED LAYS,DRINKING 8 W62 N W84 W6:`! FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO W63 �' a�$tOr' 3'6" '� 6-0" NSAND r-B ARCHITECTURAL INTERIOR ELEVATIO 3'-4" COORDINATE WITH MECHANICAL. Al ,Storage J. CONTRACTOR SHALL SEAL AROUND ALL O - PENETRATIONS AT FIRE RATED WALLS,INCLUDING 5'-8" 3'-8" BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., Ltj torage ,, _ - WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. Y At W64 w -�W61 K. ELECTRICAL AND MECHANICAL EQUIPMENT AND , ,. 4 - 1 W63 "+ D3 UNIT Cz1 ACCESSORIES SHOWN FOR CONTRACTOR Lei g ~ --"-- CONVENIENCE,SEE DESIGN/BUILD DRAWINGS FOR DOWNS U D3 6�" r 6" - -, r L. REFER TO REFLECTEDCEILIZES AND ING PLAN FOR CEILING r-1„ Al W63 Al W64 W61, W64 Living Room I-W61..1. MOUNTED EQUIPMENT. O - " M, VERIFY ALL ACCESSIBILITY CLEARANCES,AS C Bedroom W62 UNIT CIO 0 SHOWN ON DRAWINGS. C Second Floor N. REFER TO SHEET A6.02 FOR TYPICAL DOOR N }� W61 CLEARANCES. ' • _ 2 O.. REFER TO SHEET A6.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL-MOUNTED - SHELF&ROD , - A3.11 ACCESSORIES AND EQUIPMENT. fO At UNITC6 W62 • UNIT C5 21M. PP HND P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR -'" 4-(r COLUMN PER DIMENSIONS AND NOTES. W63 . TYPE B Us - TYPE B SIM STRUCTURAL Q. THE FOLLOWING RESIDENTIAL UNITS ARE W65 - - . -� .- - - DESIGNED TO MEET"TYPE A"ACCESSIBILITY LlVing ROOMSTANDARDS:UNITS B 1 B-2,6-0,AND B1. INGS NIT Cl2 OPP HND 2 ,_-_,�,_, U2 -Se OInd FIOO - 63" Jam, -- R. FIRST FLOOR MEET STYPE B ACCESSIBILITY TYPE A,C,D, q Living Room As.11 _ AT m AND E SHALL MEET"TYPE B"ACCESSIBILITY SIM A- U STANDARDS "• • • Second Floor - _ - I ° ° S. TYPICAL INTERIOR WALLS ARE TYPE W41 Y A6.14 SIM - UNLESS NOTED OTHERWISE 1 �I, DW l - T. TYPICAL UNIT BATHROOMS ARE TYPE82ONSHEET Park 77 HND 2 OPP HND A6.14 I `-- R S r RM. o - A6.11 UNLESS L UNIT NOTEDOTHERWISE. W61 COLUMN PER STRUCTURAL U2 ' A6 11 Q : is I .:. U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 6'2" 3'2 ~ BA" - 1 W42 z Kitchen UNLESS NOTED OTHERWISE. SIM. ° ° I I I O I V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE ' -_,_, ,_,_-• TO STUD AT CLOSET INTERIOR, SNOTED r��.° � ACE OR UNLESS FOR DOWNSPOUT 1 .. IIL-- U DW l BathrOibRL > 7 L I I OTHERWISE /� /� W64 W61 A6.11 ALIGN i z - _ I o o IW nV V V D Arlington .—.—. W6;7 - Bathroom2 IM w I...� REF. 100L- - I ¢ 8-10" DW - - - Investments, L.L.C. W64 - »,»,.»........ 61,I SHELF&t-D Entry I _ I l I _� — o � Kitchen I e A2.12 3 I Y _. 202 W42 I Kitchen w u1� o� m I Q I — — ws1 01 77th Avenue NE o I Bat room 1 I REF. a 16 I : wsz u2 I I Arlington,WA ,r REF. Bathroom i ELE TRIC L METERS& r B C B PANELS I Bathroom ( �' U U6 U1 Z;a __. - -' _ y---•-- r This drawing N 6- 6 4�. 2 .. / W65�,, __.. fi 3 3 6 M I U2 ].0 wing is: Wei C-B B iv a Copyright 2016 DYKEMAN Far. -; Entry / N Entry Wst 2.The aeon thisproject r trumenY Obtainssrc t ct'sService. U " 4 Ent ,� it �U7 SHELF&ROD .� _I 3.For TheusehitecO ro tool Obtain Architects SHELF&ROD / U7 OPP HSIMND 1 5'- written permission for any other use or repralucdon. W6s �1- — —�•— —"1' W61 �' uz 6,-0" SHELF&ROD. WIC .... 61M "°'NGAa°YE FLOOR FINISH LEGEND /� QPP HN MARK DATE DESCRIPTION PHONE C1 A6.11 _ to �` - • i.w W� SHEL, &ROD 5 6/10/2016 Issued BuildingPermit PANEL - U6 THi 6 8110I2016 Permit Revisions CARPET-BROADLOOM Bedroom'f - - - W65 U5 - STIR PER SCHEDUL O US ,. _- -. v �� ® VINYL PLANK i�.., 4_0.. 4,_0„ 4 5 W62 Bedroom.? ; Bedr 1 BENCH SHELF'&ROD _ SHEET VINYL W/WELDED SHELF&ROD oOm J -- .. SEAMS 20-_ PROJECT NUMBER. 14-052 .. .,,. '" -„ Bedroom'I, APPROVED BY U J\ • - -- edrOOm$ PROJECT DIRECTOR: I Michaef Stevens STORAGE FLOOR PLYWOOD PROJECT MANAGER: I Doug Hoflus B W63 , ,... ,, .., .: - CHECKED BY: WIC JOB CAPTAIN: I Nathan Betaille 4 __ __ ___________ CA UP .. .. W64.._ AB EQ EQ CA ASI 001 A WORK POINT W64 Afi 7-6 w W63 Issued for Building C 1st and 2nd A .GRIDS C-A/C2 DOWNSPOUT 7114" 71/4• W64 A6 3'-9" 4'-8" Construction Floor Plan W64 {I Imo- COLUMN PER 10'-6" IZ-0" 11'-0" 2314 STRUCTURAL �" 10'-10, - 13'.0" ,n _Z 1/6/2017 Mirror Drawing b z 3'-4 331-61 ir-e° 2T-10" _Q ALL FIRST FLOOR UNITS SHALL MEET TYPE B ACCESSIBILITY REQUIREMENTS PER IBC AND °7 ANSI A117.1 A2.11 �,��Building C 1st Floor Plan 1 b (2nd FIQDr slmal3r.� Applies to Building 12 � � � 1. 2 3 4 5 I 2 3 4 5 011 A3.11 C-8 PREFABRICATED DECK-TREX OR PREFABRICATED METAL RAILING APPROVED W/FRAMING C_7 4 METAL RAILING C� D 23'-0" 2V-2" PER STRUCTURAL 20'-2" 23'-0" _ 3'-9" 12'-2" 4'-3" 1 4'-3" 12'-2„ 3'-9" 11'-e" 11'-4". COLUMN PER PREFABRICATED DECK-VED /F STRUCTURAL .METAL R UNG 4 I,� .APPROVED W/FRAMING ter— PER STRUCTURAL COLUMN PER STRUCTURAL DECK-TREX OR � FRAMING PER _ tip U8�Storage= - Ir W84 MET RAILING PREFABRICATED g _ v Storage METAL RA eC 928.259.3181 )ae 9zs.zsssuz o.e tr w ner ac APPROVED W/ �' 3'-8" 5'-10""' `" 2'-8" r" _.. STRUCTURAL ... U8; r UB� - U8 dt 3,_4„ the weerMmva Vtew Omre�svaren,WA s82ot-2098 '-8 5-10" Y-8' 3'-5 2'-2" 5'-73/4" 3 S� IT W61 D3 W63 At j Al D3 W61 W83 Storage Storage as ,. vLAF 4 OL N 3,_8„ 5,_6„ 2'.3 3/4' 6C. CL _. D3 W� W63 D3 W84 A1. m m O r i W63 w62 UNIT C14 UNIT C15 Living Room Living Room A3.11 COLUMN PER STRUCTURAL r - t � l COLUMN PER STRUCTURAL � UNIT C1G W62 6 6 UNIT C13 ns 11, A 1a �ws2 A 1a �� Living — z T _ z.{ (A6.11 —\ LivingRoom r c 00 i 5,_4i, _,� � s'-a ry DW DW i �� ._ — s :I' 61M.r I�Itohen OPP HRD 1/ 2 _8, ALIGN W81 _ / � 8'�8' A1,14 Az.12 2 s Bathroom 2 ; Ritchen KRchen��a ws1 — a W61 o° Bathroom ALIGN 1m W62 2 .. 3 A2.12 m W63 _, REF � o \ —_. „ V � �` �` � �' REF i '� � • 5-0 ':� - _ - = REF. O O — U2 � I iv .. a 6 o N Park 77 �.,� D Bathroom I " m 1111 Entry 3_5 '�f (, 'I01- � ',Bathroom �a� uscuff; 6HELF a ROD u2 Stora e Bathroom 1 ` � Bathroom �� Ent g FOR SHELF&ROD Vu62 � -�', W63 W63 WIC 2'-10" 5 10 c -�/�, % ry I ;U12j SHELFdROD ALIGN t= '� - '� q ;U12 V V D Arlington s ` y - /' SHELF&ROD U1 M \ i � .�' Investments, L.L.C. - - - - Uz W61 Cw61 _W61 2 0 '�U2-. C_g- v av II T_0, NI �U1 " 2 10' __ _ � AT SHELF&ROD" �. / 2' 10 W62 W65 W65 �,�5 � � � � -� 20201 77th Avenue NE YWC I,% ,.-� SHELF&ROD" ALIGN 3 10"-Uz U2,3_ -0 A Entry ALIGN �U7 _ 7,.1 SIM. OF- - �C Arlington, WA wss Entry W65 EQ EQ _ _ I ro _ `° EQ u�i L.. ,�: y ' h As 11 w6a �� us WIC A6.11 IA6 11- C A - \ SHELF d ROD 1 SHELF 'I e � I DOWN � SHELF&ROD &ROD ' Uz I DOWN I� B - �I ii U2 9 6 ...., ; Ot tO - 4'_ This drawing is: a - -- U2 = --- W83 __ _ - �� .�...0 � 4 2� „,.:.,.,..,: ,... � � �/N -- I.Copyright 2016 DYKF.MAN,Inc. n -- 2.The Achitect's Instrument ofprofssional Serviee. ... _ m - w -.. s 4_2 U6, i __ _-___ 3.Far usu on this project onty.Obtain Architect's --- ti Bedroom - wrt nsseon or other anon. - -- EO ED 4 0' -. I ---- - 4-0' EO EQ ----- Bedroom, -- _. tten f reproduction. v LE ` �-- - - - �_ _ - - MARK DATE a DESCRIPTION STAIR PER SCHEDU -- --_---- ------ SHELF ,:� ;. —"" -"" - - .SHELF&ROD ry Issued Building Permit . a 5 6/10/2018 Permit Revisions - J EQ ED W65 W63 .. ' .. 'Bedroom 2� Bedroom 1 Bedroom 1- - Bedroom 2 STAIR PER SCHEDULE .... ✓" STA ^. 3 9 4'-10" A6 'AS", C-A PRORLO(;C D BYB2R 2014-062 -- w _ — a Stevens iRl h St OJECT AyC:IOR NIC el ens A6 _.. W63 1 W63 WG4 STRUCTURAL LAGER Doug HoBus COLUMN PER O A6 �J COLUMN PER JORCApIAIY STRUCTURAL W64 A2.12 4'-90" 3•_8" Nathan Bataille W64 CHFCKI I IN 12'-8" ,0'-10" 1T-0" 13'-0" 10'-.101, 12 8 11 8 _.. D,0 Gg C-5 Q.4 FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET Building C 3rd Floor A CARPET-BROADLOOM ASI 001 :J FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A8.11 UNLESS NOTED OTHERWISE, B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 Plan UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. Issued for C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE Z-2"STUD FACE VINYL PLANK I + ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED Construction D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR 1�6I2O 17 .. UNLESS OTHERWISE NOTED. J. .CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. ..... E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SHEET VINYL W/WELDED LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY SEAMS FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. ;� {z S� . 1/4"=1'-0 STORAGE FLOOR PLYWOOD RATED DEMISING ng C.3rd Floor Plan FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 ,.1 FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE BUIIUI G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO .MOUNTED EQUIPMENT. _ 1 2 3. 4 5 A2.12 C-3 C-8 PREFABRICATED C 7 DECK-TREX OR C-6 C-11 METAL RAILING q APPROVED W/FRAMING PREFABRICATED A3.11 D 23'-0" 20'-2" PER STRUCTURAL 20'-2" METAL RAILING 23'-0" 11'-4" 11'-8" 3'-9" 12'-2" 4'-3" 4'-3" 12'-2" 3'-g" -0" DYKEMAN DECK-TREX OR APPROVED W/FRAMING PREFABRICATED COLUMN PER PER STRUCTURAL W64 W6q METAL RAILING STRUCTURAL COLUMN PER STRUCTURAL W84 GC PREFABRICATED METAL RAILING N n $towage 3 884 US U 2 8" w W8310" D3 W63_g„rr—mtOrag@ "iv M DFRAECK-TREX OR R ROVED PER/ 1ni16aWoat9Mer1na 4pN�s.s2�a2a wwwdykeman.nor ren,WA 9a201-2088 AP W83 D3 O O W61 3'_3" STRUCTURAL AB Storage Storage 3 8 5 7 3l4' 2'-2" AB �.; ,� U) W84 W61 W61 W64 Al ;1W63 N Al W64 D3 W83 ry D3 - __ - - W63 W62 UNIT C15 UNIT C14 wsz Living Room Living Room — SIM 2 UNIT C16 COLUMN PER STRUCTURAL SIM. COLUMN PER STRUCTURAL OPP HND A6 14 A3.11 SIM. 2 2 Living SIM. e 0 PHND A6.14 W62 A6.14 SIM. W62 HND .—. — r - - w —64 — 'tJ 4, — 6_4��— — Living Room °,�I�° I C DW U DW DW U I SIM. I I � _ 1 I A61a 8-8" _ 1 I I z z O I ws1 i a Kitchen i ALIGN Wfi1 H'h 2 Kitchen g I 1 ALIGN 8 9 9'0' 8'-8" 2 A2.12 Bathroom 2 If ¢ i i'o 1 Bathroom 2 JjR. w816 . U2 q q U2 FREF.- __ -- - I L- - -- 1 ' Park 77 C� I Bathroom 1 i — — — 1 Bathroom U1SHELF&RO ._ HELF 8 ROD 3'-6' Entry u7 u11 W83 2.10" 5'-,a' T-10" WIC. FOR Entry - Bathroom 1 1 - - - 1 �1�/ a w63 WD Arlington HELF&ROD - - ALIGN @ 1 t (o) ° ALIGN M SHELF&RODInvestments,D„ D„ L.L.C. o-B U2 —. ° o — ..:.:. i AT■ T W85 2A W85 IQv W62/ 2'.10" I I W61 U2 WIC sIM. u1 i r-,o" 4u, N w s r-o° % 20201 77th Avenue NE \ 1 ALIGN U2U2 Entry I W85 HELF&ROD OPP HN A611 ;^ Entry �-10= — — ALIGN ��\ in SHELF8R10D wic Arlington, WA EQ EQ C N SIM. EQ EO SIM. W65 U7 W64 OPP HN �+ SHELF&ROD '��'� Wll: wic - �' • A8BU2 •D WN ,o HELF RODS ELF&I�QD O DO N B \ 2U2 'i �.� n• 4'-6" This drawing is: (N v' �•y W83 1.Copyright 2016 DYKEMAN,Inc. m O ' 2.The Anchitect's Instrument of Professional Service. U6 4-2 3.For use on this project only.Obtain Architect's Bedroom — 8 written permission for any other use or reproduction. 8'-1011 EQ EQ 4'.0" 4',0' EQ EQ Bedroom MARK DATE DESCRIPTION SHELF&ROD I; SHELF&ROD STAIR PER SCHEDULE 5 6/10/2016 Issued Bulltlln Permit F ry 6 $110/2016 Permit Revisions -_-i_W631 W85 F EQ EQ F caiE STAIR PER SCHEDUI E Bedroom 2 Bedroom 1 Bedroom 1 Bedroom 2 W64 ) T-0„ ABF W83 I J, - AB 7-e� � M � 'a W83 6 PROJECT NUMBER: 12014-052 e AB AB APPROVED BY: I o - W83 PROJECT DIRECTOR: I Michael Stevens COLUMN PER W64 AB VV64 1 w83 4'•t0" 3,-g„ AB PROJECTMANAGER: I Doug Hoflus STRUCTURAL COLUMN PER CHECKED IN: 3'-8" 4'-10" A212 W84 W84 STRUCTURAL JOB CAPTAIN: Nathan Bataiile 11'-8" ,2'-8" 10'•10" 13'-0' 13'•0" 10'-10" 12'-8" 11'-8" O5 QT C-B FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES A A. EXTERIOR DIMENSIONS ARE TO FRAMING UNLESS OTHERWISE NOTED- FACE OF H. APPLY STUD TRACKINUOUS SEALANT BEAD AT ALL EXTERIOR STUD WALLS. WOOD M. VERIFY ALL SHOWN ON DRAWINGS. CLEARANCES,AS T. AS111 UNL SIS NO EDOOTHERW SE.PE 82 ON SHEET ® CARPET-BROADLOOM AS 1001 Building C 3 rd Floor ^ B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I• CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 Plan Mirror Drawing UNLESS OTHERWISE NOTED, HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. Issued for C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE Z-2"STUD FACE ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED ® VINYL PLANK Construction D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE 1/6/2017 ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ------- ----- __ UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SHEET VINYL W/WELDED LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET'TYPE A"ACCESSIBILITY SEAMS FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND 84. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. STORAGE FLOOR PLYWOOD FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE \,Building C 3rd Floor Plan Applies to Building 12to Building 12 G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. --_- _ - - ---- -- -- -" ----- DECK ABOVE. 1 2 4 5 2 3 4 5 D-8 D 7 0.6 COLUMN PER 1 D-3 COLUMN PER STRUCTURAL D-2 D-1 22-8 STRUCTURAL 28'-0" A3.12 37-8" D 23'-6" 10'-8" Is- 12'-3" STAIR PER SCHEDULE DOWNSPOUT 27-8 CONCRETE PATIO A510 DOWNSPOUT 8'-0" 5'•0" 1'-0" ... ____ STAIR PER SCHEDULE \1 ICONCRETE PATIO COLUMN PER STRUC URAL CONCRETE PATIO 5'-0" 4'-0" -- A2.13 ---- - DOWN _ STAIR PER SCHEDULE DOWNSPOUT -- COLUMN PER W84 - - STAIR PER SCHEDULE- 4 ,..- ._ .. _ __ COLUMN PER STRUCTURAL - STRUCTURAL DOWN - _ rL 3-2 4 0 -- - 8-6' DOWN D-D ak 4uaseslsl J0.0 425.2a9.51n'. udykeman.net ]DOWN 3'-4" r 8•0'. LOOW64 _-. M44 M44 AB W63 - _ W6q �-+CONCRETE PATIO �n W64 WBS �A8) -. M 2' 1„ Storage _ La _ � 12'•0' GL 5'-10 �:4_ FG EG VY�3 B4 C3 "a y ufi Storage m m E U _.L -I L TA2 CL. 7.2„ CL 10'-3' CL7.1„ Al W63 B4 L3 t- W62 Bedroom 1 I C3 �W63 W62 Bedroom UNIT D2 UNIT D3 Wre5 TYPE B 4'-a" -._ wss w6a N COLUMN PER STRUCTURAL 4'-0" Living Room Living Room DOWNSPOUT Al A8.14 --__ 2 10 c UNIT D1 UNIT 04 - TYPE B r=2 �SIM HND SHELF&ROD 5, o LivingROOM SHE A6.14 2TYPE B WB -_DW 8.11Cr'PH W82 _.._ 7 ��• 814- IVII1g ROOMW65m ASIM.2 7�. 4VL' ----- -- - / - COLUMN PER STRUCTURAL iS@r R 3 A2 .13 In 3'/4� Kitchen uz _ 6' - 3 .._ UT43 .I-. AB.i r S 6' U2 P�W42 ' . _. po o DW B81thOOmtI o o - ..� _ - � - 5W05 M44M44DOWNSPOUT ..___ - - I T-2„ - - - - - - - Park 77 8-8' 3'-3' �� DW - M44 14SHELF B ROD 711 - -JJJ KltChen WPo4 .__........-_ --- �' Kitchen sIM. `r O O REF. Bathroom n O " (ti111 W92 _ 5 --loom2 _. �I - - _ _ - - 11 a FOR u11, __ Bathroom VVO4WCi - n _ l EiIml M. Ent _._. 6 O REF. U2 SHELF&ROD W D Arlington \ REF. --- n REF. O O 6 Bathroom 1 Maa 3' S" W81 �u11 N --- - Kitchen W81 - - - Ae.11 < ul m --- O-� ._ - --- W8l 3-33,a"I 3'-6i/4' wlc Investments, L.L.C. o Bathroom 2 < / b U1 N A L - �.1, - - c� - -_ - - - - o-c 20201 77th Avenue NE _.-. N .. Bathroom 7 ul1 O Arlington, WA LAN " _-,.U_. SIN. 1 Entry Ut ..� �,I DING ABOVE - - -e -_- _- " LANDING ABOVE al-) EntnlS 10 SHELF&ROD 1 N� 4'-8" NPHONE PA EL was B N M44 4 2 - 5\\6 SIM U2 N A6.11 SHELF SHELF ROB _I ____ ___ _�,Cr��_____ Tml_�I W81 U5 ..._ w _I_______ _1,F_ ______ W65 -.SHELF&ROD to SHELF .. B3 N This drawing is: B 1A185 4 and ---�� E________ � Bedroom 1 I.Copyright 2016DYKEMAN,Inc. U2 U2 in 2.The Architect's Instrument of Professional Service. C1 A611 �� C- i STAIR PER�SCHEDUL �� __= p - 3.For use on this project only.Obtain Architect's :- - U2 U2 are U7 : `a '' written permission for any other use or reproduction. STAIR PER SCHEDULE _ ___ �A i SHELF&ROD I n a as ==a � U7 U7 v4 ens: �_- n 4-0 4 0 _ a BENCH p u -4,-0„ 4-0 Wt65 - Bedroom 1 _. 0 Bedroom 2 �__-__- y I' BedrOOm 3 B --- W85 MARK DATE DESCRIPTION W88 R BENCH vk-= � _ d 5 8/102018 leeuetl Buildin Permit b � Bedroom ''�'JI 8 8I10/2018 Permit Revisions - UP -- - bl lq� Bedroom 2 Bedroom 3 ----- - -- W63 `J 3'-1" DOWNSPOUT Jo DOWNSPOUT 3,•8„a CL E-Q - EQ- 2014-052POINT n PRJEI APPROVED BY.Nre4 DOWNSPOUT 3 PROJECT DIRECTOR: Michael S tevens - 0.A PROJECTMANAGER. I Doug Hoflue . 3'-8" UP T.6 CHECKED BY: 1 , „ - -- DOWNSPOUT 2.0 13-s Ott-2 W64 W63 A213 8'-8 10-8" 111•0" p-8" JOB CAPTAIN: 1 Nathan Betellle 12'.8„ 13'-4„ 12,_8„ 32,.8„ ...._.._.__. _. -. DOWNSPOUT COLUMN PER STRUCTURAL 108'-0" iFLOOR PLAN GENERAL NOTES D-7 D-8 8 8COLUMN PER STRUCTURAL D•3 FLOOR FINISH LEGEND D-2 D•; A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET = = M Building FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS, SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. ASI OO1 U g D 1st Floor Plan B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A8.02 FOR TVPICAL DOOR U. CARPET-BROADLOOM Id i n TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 ---- UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. ^ C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE Issued for Construction 1/6/2017 7 = ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED -_- _ 7 VINYL PLANK D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE _--L- ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ALL FIRST FLOOR UNITS SHALL MEET TYPE B -_---- -------- UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. ACCESSIBILITY REQUIREMENTS PER IBC AND E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING 0. THE FOLLOWING RESIDENTIAL UNITS ARE SHEET VINYL W/WELDED ANSI A117.1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET'TYPE A"ACCESSIBILITY SEAMS FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS, STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D. WALL TYPE NOTE: ' CONSTRUCTION, ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET'TYPE S"ACCESSIBILITY AT WALLS INDICATED,ON BUILDING 4,PROVIDE 1 HOUR . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 STORAGE FLOOR PLYWOOD yW65ASSEMBLY. N B EU OF TVPICAL W63 FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE �I Building In�Q.D 1St Floor Plan -_..-._-_ _-_- W881N LIEU OF TYPICAL W84 G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. 1 1/q m 1'.0" SEE SD 1.1 FOR 1 HOUR WALL LOCATIONS DECK ABOVE. 1 2 3 4 5 1 2 3 4 5 D 1 D 2 COLUMN PER STRUCTURAL p 3 1 26'-0" COLUMN PER D-5 D-7 D-8 32'-B" A3.12 STRUCTURAL 22'-8" 26'-8" 27'-8" DOWNSPOUT STAIR P RSCHEDULE D 12'-3• 10'-8" 23'6" A510 CONCRETE PATIO DYKEMAN 5'-0" 6'-0" DOWNSPOUT COLU N PER STRUCTURAL CONCRETE PATIO STAIR PER SCHEDULE STAIR PER SCHEDULE DOWN CONCRETE PATIO COLUMN PER STRUCTURAL DOWNSPOUT STAIR PER SCHED E ' D-D DOWN 4 DOWN W84 STRUCTURAL -6-0" 4 0 3'-2" � � � ., '' te1:425239.3161 fac 425.259.5242 wwmdykemaanet 1716 W[Medne View Drive Everett,WA 99201-2089 COLUMN PER 0 CONCRETE PATIO W64 w A6 M44 l._M44 I� 6-0' -� 3'4"- oj.- DOWN m n dW64 W63 C3 B4 W63EQ 4. m m $tore Y SUB 5'-10„ 12'-0' g W62 _ W62 _. C3 84 W63 Al Al - ___ 64 "C3 111111� Bedroom 1 ws2 W64 E. s U1 -- UNIT D3 UNIT D2 Bedroom wsa 1 v W62 A v �63 u1 w63 TYPE 8 4'g" TYPE B DOWN Pour Living Room _- Living Room 4•_0 COLUMN PER srizucruRAL'Al - G uz ,Ur DD- C IM ssSHELF&Roo w62 [LINIT YPE B HND - A6.14 l U�� -O — — _ W65 - Living ROOM :OPPR D A6.14 $IM `q WIC A6.11 W62 31M. 1 } y : Living R 2131 3 - Li m - Ser R - 1 2'-8" 2'-fi 7'-10" A6.14 SHELF&ROD. COLUMN PER STRUCTURAL U14 S M. U 2 ,13 _ ' SIM. OPP HNO 3 .—`.ZB'—..:-_ U2 8•-0 ,,. / Kitchen 4'-8 - o, M44 M44 W65 5'-0" 6 10 i l - 1 DW i o o I CJ v U2 (/�-} 8'1" 1 Al •• • • .—.—. - - - t7 'Kitchen �W - DW �U 14 �/ �. U11 REF. OOU �3 2 wag athroom 1 — — — — r, woo_ �.. - y ��o M4 Park 77 ° L. � I _ `� Bathroom... II al 0 HNI D 2 .:,IL=j ¢ "I `� I WA 5 ELF&ROD - --- - - - A6.11 . . W62 - athro I Kitchen a — — — I FOR I ( Bat]..m2 Arlington 4 Y I ...wst ar1 �t SHELF$ROD I U2 I - __ _ _ 1 Entry SIM I IKitChen W61 __ W61 rlll lgto ' I REF. O O \p OPP HND t .\ J I _ W04' rnBathroom 1 As.11 WIC VVDWIC. w D O O REF REF. n U M44�� Bathroom2 -- O Investments, L.L.C. 3'S' Tl" Q q U1 , -ws6wss 0 0 - 1 AT o � I , I - � � - 202 1 77 h Avenue NE kk u z` u11 m 2-g U2 J `,w6s 7-s" --- I / Bathroom 1 _ Arlington,WA UB o �� 1. ro M UT. U7 ONE PA E W61 LANDING ABOVE j LANDING ABOVE i iv Enfry U1 SHELF$ROD - Entry SHELF&ROD - U2 B 4 6 N SHELF ROD / W65 Ent W6 SIM. U2 ___ B O __________ N' ., W6t _ __ 11��"_ ___ ____ ELF&ROD PH A611 O R This drawing is: BeljrOOm'�„ _ _ min 1 - u� \ HN 5 4�' `� _ =-_ fi W65 J- P 1.Tis t2i.: DYKEMAN,Inc. i -"�/: A6 ` i�2j U2 ipl SFTAIRPER SCH DOLE '"' __==== d l 0P. D 211 2 TheeAArchtecfs lnstnunent ofProfessronal Service OP N h m SHELF&ROD 1� U2 U2)� 3 Fur use on this project only.ObtainArchit fs pIAIR PE RSCHEDULE � J written ermmm for an the,use or in �'__ -: - .. a -'� ____ W __ i I i �F ��i i Ui U7 W65 _ _. 4'0" 4'-0' n '- -,.- .. .... B@droom f MARK p DATE DESCRIPTION yo Bedroom 1-- W65 Bedroom 2 .:Bedroom 3 BENC 5 6/10/2016 Issued Building Pemlit 6 8/10/2016 Permit Revisions NCH 110 i BE i ns Bedroom 3 Bedroorn'7 DOWNSPOUT I? W63 ...: ns.: err • t 3•-0,. 83 DOWNSPOUT EQ A6 EQ - - PROJECT NUMBER: 1 2014-052 AB W GRIDS D-2/0-B °j --- --- ------- m iv - .. '_ :. .. - ' APPROVED BY: - A6 w63 DOWNSPOUT . w64 .-. " W64 PROJECT DIRECTOR: Michael Stevens 0-A 4-6" UP A6 _ PROJECTMANAGER: Doug Hoffus CHECKED BY: 1 DOWNSPOUT W63 3-8" W64 A6 3'-4" JOB o�PTAiV: 1 Nathan Bataille 37-8" 12'-8" 13'-4" 12•_8" 10'-0" 26'-8" 108'-0" COLUMN PER STRUCTURAL DOWNSPOUT D-1 D-2 D-3 COLUMN PER STRUCTURAL D-4 D-1 FLOOR PLAN GENERAL NOTES FLOOR INISH LEGEND A Building 1 } A A. EXTERIOR.DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE 02 ON SHEET ^r�1001 p U I I d I n g D 1 S L Floor Plan FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A8.11 UNLESS NOTED OTHERWISE. /�J B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 F .1 �+ UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. ® CARPET-BROADLOOM Issued for COnStrUCtlOrl IIV�2O17 Mirror Drawing C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ALL FIRST FLOOR UNITS SHALL MEET TYPE B UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. ® VINYL PLANK ACCESSIBILITY REQUIREMENTS PER IBC AND E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE ANSI A117.1 LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET'7YPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER LB.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, SHEET VINYL W/WELDED WALL TYPE NOTE: CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY SEAMS AT WALLS INDICATED,ON BUILDING 4,PROVIDE 1 HOUR . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. • A ASSEMBLY. FULL HEIGHT TO BOTTOM OF ROOP DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 BUIIdIn D 1st Floor Plan Applies to Building 14 W65 IN LIEU OF TYPICAL W83 FRAMING ABOVE UNLESS OTHERWISE NOTED, L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE •1 W66IN LIEU OF TYPICAL W64 G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. I 1/4^=p-0" STORAGE FLOOR PLYWOOD SEE SO 1.1 FOR 1 HOUR WALL LOCATIONS DECK ABOVE. 1 2 3 a 5 1 2 3 4 5 D-8 D'7 D-5 1 26'-8" 27-a" 26'-0" 31'-2" D 3'-2" 20,-0" 3'-6" 10'-8" 12'-0" 1T-T' 13'-9" 3'-6" 27'-8" .. A510 I DYKEMAN COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL A2.13 COLUMN PER STRUCTURAL Railing 4 COLUMN PER STRUCTURAL PREFABRICATED METAL RAILING visual - _ DECK-TREX OR - W64 COLUMN PER STRUCTURAL Railing APPROVED W/FRAMING 4'-8" CL 3'-2 PER STRUCTURAL 0.D — ,o DECK-TREX OR APPROV — — — — — — — — — red4259Ss.318r f-425.25s5242 a<dykereaaner W63 ED Wl FRAMING PER STRUCTURAL Ct 3'-2 N�3 D3 Al Ws4 1716weet Mariaa View Drive Evortt,WAsffio1-2usa Ct 3 4 W64 I W64� W64 ' - 1 A6 W83 y DECK-TREX OR APPROVED o DECK-TREX OR APPROVED W/FRAMING PER STRUCTURAL Storage T'a., ., s ��:-- - .- - WI FRAMING PER m (U8; lH 7,_3,: 2 0 lit STRUCTURAL i 2'-1,.ct W63 4r-7 ws3 D3 Al m Storage W� l I m Al D3 O4 - - _. "'. W64 N - _ W63 - ..,.. _ pg Wt63 Al Bedroom's UNITDT- f I - _ z s I W63 Al living Boom UNIT D5 Bedroom_ UNIT D6 w zszs - — Al - -. SHELF&ROD . W62 - t° wss 2 Living Room ` 4' o' Living Room : 4 s° A6.14 Sim. w62 �—.SHELF&RO ,, CL C 41"I T_g„ -6 2' B z e' o UNIT D8 — m I � c COLUMN PER STRUCTURAL - - Sim, WIC Sim. 2 Sim. - Living Room VJ85 " v - OPP HND A6.14 2 - .,, ...1 �, 2 6 _ ¢ DW I U14� A6 ti 1 A611/ .14 0 - - - - 3 IA2 - - 2 0 4.0' _ 3-2" 'a A614 - - 1 U,1 PP HND U2 N SIM �S d.-. 2 ,�.,, ., 3 Kitchen IALIGN 101 ' ' 3 3' _ 8' ,1' - SHELF&ROD DW - .13 2 -T6'-8' 5'-41/32 M Bathrom 1 w660 REF - / " r JSHELF&ROD OWW42 ' � v ��i �' U DW - - z �ml -. f�ri� 77 Ftj W68 :U1� _ _ — _ �, Bathroom a n a c waz waz _ � m i z Kitchen ;- w � � Kitchen Kitchen Q Maa 4 SHELF&Roo Bathroom 2 s I r I Q .,_> :r - W6, ##Tf woo s-g' s-o' Bathroom 2_. Bathroom 1 Sim, - {I - - - ,: RFOR EF. - - -- U2 - W D Arlington SHELF&ROD Bathroom 1 WIC ue` r 3_s, 3,_s,,; ^u1, w61 ^� REF. m REF. Q �C.. wes '� vwz -- Bathroom I __ 3 a 3 4 U1 Entry Investments, 85 J U6 .m _ ItIN- CU-2L wss 202 NE Arlington, A ' � 7t Avenue U , uz �� s- wss En :vW m\ lii U1\ try Lo W61 o u, 3 Wb1 i; ... Entry :SHELF&ROD'; _ - /4 _ �� 2' 103 6-0 SHELF&ROD �' r w B -US ---_-.- B I SHELF&ROD UP DOWN ;-- UP DOWN -'I. - - ,B3 M k A6.11 W66 This drawing is: �C1', \.._� ,", __. ": ___ __ 4'•0' -_ LI2 U2, 1.CoPYt't6ht 2016 DYKF.MAN,Inc. i r .+... - - --. -i v ---- --- 2 The Architect l,1 tafProfessionnl Service. wss' 7 _ u2 ,uz ------ ' ----- � UK Bedroom 1 - - -- - - ----- - - 3.Foruseon this project only,Obtain Architect's BedKSOm't U6 _ U7� -- ji: SHELF ROD- -. ..__ .,';� - - _ written pemdssion for am other use or reproduction. -- --- W65 - - --4'-0"- Bedrooms -- wss ,�n DESCRIPTION 4-0" 4-0 (83 Issued BuildingPennit �.., . MARK 8/10/2018E ______ - -` -----L—`u - ---' L - --- - 6 8/102018 Permit Revisions .__. . Bedroom Bedroom 2 til _ N �. Bedroom 3 _ Bedroom,2 I 0 — m s W63 AB 3,..6„ .t.,= �., 3 6 N - W63 e Fa m v... EQ AB EQ W63 i v e.... _._ �..__ __ - _ V6 _ - - e+ W83 A6 PROJECT NUMBER: 12014-052 m W64 -.. _ ,:, W64 _ W83 — — APPROVED BY: I _ — _ __ _ — — — - 3'-6"- — — PROJECT DIRECTOR: I Michael Stevens AB 3 6" ___ W64 PROJECTMANAGER: I Doug Hoaus 13,-6" O11'-2" 10'-0" 12'-8". IT-4" 12'-g^____ g,-e„ 10'-8". CL 11',0" 1'-6" CHECKED BY: 1 -q JOB CAPTAIN: I Nathan Bataille p-g STAIR PER SCHEDULE 8 STAIR SCHEDULE 0.2 0.1 a5 A2.,3 Da D-3 FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES CARPET-BROADLOOM A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE 82 ON SHEET Building D 2nd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS, A6.11 UNLESS NOTED OTHERWISE. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE ION SHEET A6A5 Plan UNLESS OTHERWISE NOTED, HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. VINYL PLANK C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE AS I OO ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR Issued for UNLESS OTHERWISE NOTED, J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. SHEET VINYL W/WELDED E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SEAMS /'� LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., -DESIGNED TO MEET`TYPE A. ACCESSIBILITY Construction FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A.C,D, 1/6/20 00NSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY y, STORAGE FLOOR PLYWOOD F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE,SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 BUIIdIn D 2nd Floor Plan FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE 1/4"=1'0" -- - -- -- ---- ----- --_. __---- G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 1 2 3 : 4 5 2 3 4 5 A3.12 per• 31'-2,. ,-0" 2Y-8 26_8„ D 27-8" 3'6" 13'-9" 12'-3" 12'-0" 19-8" T-6" 20'-0" T-2^ . A5 10 YKEMAN COLUMN PER STRUCT RAL DECK-TREX OR APPROVED W/FRAMING PER STRUCTURAL DECK-TREX OR APPROVED W/FRAMING PER STRUCTURAL �•t3 COLUMN PER STRUCTURAL PREFABRICATED METAL RAILING COLUMN PER STRUCTURAL � Railing COLUMN PER STRUCTURAL I COLUMN PER STRUCTURAL W64 DECK-TREX OR 4'.8" APPROVED W/FRAMING Railing W64 PER STRUCTURAL -.�,�-,�-y-a-."- D D ra7:42525931a1 fac•426.�.5292 i unuw.dykennn.ner WG4 Al D3 W63 3'-2" -� 7-11 W64 DECK-TREX OR APPROVED3'-4" `U8 W/FRAMING PER -STRUCTURAL eJ UBp-S• A6 torage forage 2'-0" W63 Al ws3 D3 Al W63 UNIT DIBedrooin 1 ... ws3� Y- Living Room Bedroom � w62 wsz - UNIT D8 UNIT D5 Al SHELF$ROD •-�, Living Room Y - 61M OPP HN 2 2 Al 4_6^ g OOm 4 D SHELF$ROD--ri —_W62 Living Room - - A61a - Wss U2 llNiT D8 U2 W85 - Living ROOM - OPP H4D� Sim, SIM.WIC - SIM. / a A6 14 - ( SIM. - COLUMN PER STRUCTURAL A2.13 3 A3 . y iv A6�14 �A611 A8,11 U14 I' Il,�pg�I� DW I SIM. A6.14 a3'-2" 4-0" 2 D I IL — `� OPP HIJD 2 OPP HN 3 �._._.�. U1 0� �� ',� f._ A6.11 A6 11 ':ttJ - c - I. f M44 - a I o o ._._._.L. - Al m — — — Kitchen r--�--� 4'6" ... - ALIGN W6" 5'-41!32" 6-8 I l 1 DW 4, ELF$RO Bathroom m 1 - U14 i7164. _.- 6 11 3-3 I 8'-6' 2 A2.13 =D- =2 DWt `�,2W42 $HE E$RGDL- o Park 77 66 — W42 W42 v I - U11 REF_ _ O_O _ W68 M ( ` ws, Kitchen Kitchen I Kitchen Iv Bathroom Woo s ELF$Roo SHELF a ROD a i Bathroom 2 a Bathroom 7 Bathroom 2 __- I 8,°" m W04 M44 a'-o' h �—I i - m, SIN _ ',W61� �/�� Arlington 771 REF. a OPP HND A611 W61 I' V V D /�OII Igt�n WIC - O O REF. O O REF.1. m y `u1 W04 ice. 3'-s^ 3-s WIC I Bathroom 1I athroom 2 o us3'-4" 3-4 .,,„. -,,,- ,ti- — ——— iv — _ ——— w ry W62 Wo n a- U1 Entry � U2- - � o �, � � � � Investments, L.L.C. I - -_ AT G6 202 NE "- iv o W65 W86 ��,2'-6• l:.W65 'I�W66 fO I 0^ 77th Avenue ' D-C �+ I f <D� „2 IArlington, WA ry 4J W65 � � - W61SHELF$ROD - 8'ABnt �4 i " y - N m m - f` Wfi1 _. ' 2 10 _ W65 H"HELF$ROD �ntl'i/ _ Afi.11. b :: B , _ --- ,- to _.o W66 U2 U2� J DOWN UP y: O OPP HND 2 This drawing 63 � ... Al O DOWN UP i 9HE F$RD - `� US v B 4�.. A6.11 .„. _ 1 Copyright 016 DYKEMAN Inc. - Bedroom t - U6 , 'a — - - U2 r U2 - C - 2.The Architects Instrument oePrfaes,onat Service. - m ,. , W66 3.For use on this project only.Obtain Architect's SHELF$ROD �' ss� �'' O written pemn on for any other use or reproduction. m J I � � U7 U6 ;,BedfOOm h I 7 W65 _ .. .-, „.._ ,_ ., '. _, _.: ...L ,. - -. . ..:. Bedroom 2„_" _ 4'-0" 4'-0". W8 3 _;: _ MARK DATE DESCRIPTION 5 6/1l112016 Issued Buildin Perini[ LIj �edrOOm'� - Bedroom - 6 BI70/20,6 Permit Revisions Bedroom 3 B3 Bedroom 2 : W65 W65 EQ A6 EQ W63 - W64 - m m PROJECT NUMBER: 12014-052 o W63 W63 A6 M W64 ., . W64 APPROVED BY: 0.A PROJEC"T DIRECTOR: I Michael Stevens W64 3'-6' 3 4• PROJECT MANAGER: I Doug Hofius 10'-8" 9'-6" 12'-8" 1 T-4" 12'4' 10'-0" 11'-2" A8 f 13'6" p O" CHECKED BY: I D-0 0.2 STAIR PER SCHED LE 1 STAIR PER SCHEDULE W64 -- JOB CAPTAIN: Nathan Bataille A2.,3 FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES CARPET-BROADLOOM A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET Building D 2nd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A6.11 UNLESS NOTED OTHERWISE. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 1. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6A5 Plan Mirror Drawing UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. ® VINYL PLANK C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED AS I 001 D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ,,I UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. SHEET VINYL W/WELDED Issued for DRAWING E. SEE FLOOR PLANS AND BURDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SEAMS LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET TYPE A"ACCESSIBILITY Construction FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND B-4. .ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, .I CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE B"ACCESSIBILITY STORAGE FLOOR PLYWOOD 1/6/20 q 1 7 . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. .' + • FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 �Buiiciing D 2nd Floor Plan Applies to Building. 14 FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE -- --_ - -- - --- - ---- G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. 1/4"=V-W DECK ABOVE. 2 3 4 5 1 2. 3 4 s D•7 D 5 A3'12 D 18,_2„ 22'-5„ 26'-0" 20,_2„ V-2„ 3'-6" 12'-8" 3'-8" 10,-W 12'-0" 12'_3" 13'-9" 3'-8" 18'-8" V-2" DYKEMAN A2.13 PREFABRICATED METAL RAILING COLUMN PER STRUCYURALRailing COLUMN PER STRUCTURALTED M TAL RAILING DECK-TREX OR APPROVED W/FRAMING COLUMN PER STRUCTURAL PER STRUCTURAL DECK-TREX OR 8'-10" W84 YVB4 I DECK.TREX OR APPROVED W/FRAMING PER STRUCTURAq APPROVED W/ FRAMING PER W83 VJ83 3'•2' rekausssslsl far4u.z5aszaz unuwdykan,,.,,,,� -, STRUCTURAL ' 3',2„ Al D"p 1718 Weet Marine New lhlve Lhrerett,WA 9fi201 2099 Ua AB W83 in DECK-TREX OR APPROVED OL W/FRAMING PER b W83 CL. �8„ lil STRUCTURAL r` we3 forage _ ue 5'-5" FO FO W83 D3 Al (-L Bedroom 1 W84 Vvb3 VW3 m Bedroom r _ C2wsz [w6z} 7[NIT D11] C2 a — ' 4'-a' cL Living Room 4'-0° -- -- ------- -- '�-- UNIT D70 4? Uz C UNIT D9 SHELF&ROD Living Room sIM. U7 Living Room -WIC ---SHELF a Roo W63 C OPHND - - Buz SIM 2 sIM. UNITDI2 2 OPP HND SIM: A6.11 SIM. 1 OPP HND )PHND W62 A8.14 6•-3" 2'-3" 3'-8" OPP HND S-4" A6.14 T_8" -AB U11 1 Living ROOM C2 -- 2 __... .-_._ ._ A8.14 - _ ___.. _ A6.11 ry o. - - W85 W82 I' 7_5, SIM. W47 - .- —-— LL 4 0 ZU� U72 ._-- _ �U12 2 . DW ° W88 • --- [[�� Kitchen_ „ A2.13 z w64 Bathroo �J uz _ Bathroom 1 Dw Z _ Park 77 A8.14 � 1 V. 8 2 O_M -4'_4 2 8 ,III SHELF&ROD -BathrOOm J 0 o a m w U7 --..� SHELF&ROD r Kitchen Kitchen e ¢ Bathrooml FOR w83 _ _ U10 �^t 51M. O REF. _.___ W88 ®m -- ' Entry - o - --- wic WD Arlington . U2 � SHELF&ROD I a I - u, _ O O �Lthroornl- - 1 REF. O o , Investments, L.L.C. o O U2 A8.11 �_ w U7 AT Kitchen r o — 2- 1" 20201 77th Avenue NE N r- REP. W62 U1 w.. W88 L U2. VY88 I. SHELF&R00 U2 U2 Arlington, WA ESHELf&ROD 2'_5„ W85 VJ85 Entry 3'-53/4 o b - nt 10'-61/2" U� to SHELF&ROD U2 5'"4" m IS WB3 W64 - '-__- _ W65 _ OC1 DEN ry DOWN US ----- D�W1N- LI2 U2 This drawing is: Yi in /` - --- - - - 8'-10 1/2" 4'•0 - - -- Bedroom 1 1.Copyright 2016 DYKEMAN,Inc. li --- -- --- __ U7 I b 2.The Architect's Instrument of professional Service. __ 4' 0' u; ._.__._. _ _ _____ ___ 3'-11' project y f 3.For use on this ro act only.Obtain Architect's _ N O� _ SHELF&ROD- ---- - 3 2"_;� - X J C2 ;. written permission for any other use or reproduction. C2 _ _ - --- Bedroom 2 - - we4 Bedroom --- - -- - ---- -- -- W81 - - Bedroom 2 `------'-' - --- - - - a �,� Wg5 MARK DATE DESCRIPTION -- 5 8/10/2018 Issued uIlding Permit UL-; ..._______ _ - - 1 7 7 7 7 7 7 6 8/10/2016 Permit Revisions Fn 1n W83�- __ W85 W85 7 3 OPP HND yV83 3'•1' - wfia AS m rn W42 EQ EQ 5 0 .O_.. PROJECT NUMBER: 12014.052 - - - ._- APPROVEDRE STAIR PER SCHEDULE STAIR PER SCHEDULE PROJECT— _ - _ - - _ - - - _� - - - - _ - - _. _ - _ _ D•A PROJECT MANAGER:ER: I Dog Hofus Stevens W83 COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL _CHECKED BY: I WS3 W84 JOB CAPTAIN: Nathan Satallle 8'-8" 11'•0" 10'-0" 12'-8" 13'-4" 12'.8" 17'•0" W84 11'-1" 1'-3' ._ ' ''•'" FLOOR FINISH LEGEND D•7 D-8 D-5 113 .. FLOOR PLAN GENERAL NOTES A A A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERITY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET CARPET-BROADLOOM Building D 3rd Floor FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS. A8.11 UNLESS NOTED OTHERWISE. Plan B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A8.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET ASA5 AS 1001 UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. r�--- C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, 0. REFER TO SHEET A8.01 FOR TYPICAL V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE I I VINYL PLANK Issued for ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL-MOUNTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED u D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT, OTHERWISE Construction ASSEMBLIES,ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR -- -- UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES. SHEET VINYL W/WELDED 1/6/2017 E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SEAMS LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET"TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS 8-1,B-2,B-3,AND B-4. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, - CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET'T'PE B"ACCESSIBILITY . F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS. ,,I STORAGE FLOOR PLYWOOD ' FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 rt Building D 3rd Floor Plan FRAMING ABOVE UNLESS OTHERWISE NOTED. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE I - - - ---- - - - - - - - - - - G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. 1/4"=1'-0" DECK ABOVE. 1 2 7 4 7 g 1 2 3 4 5 , D-2 D-3 A3.12 D-5 D-7 D g,_2„ 20'-2" 26,A" 22,_6„ 16-2" 9'2" 16'-8" T-6" 13'-T 12'-3" 12-0" 10'-8" 3•-6" 12'-8" 3'-8" DYKEMAN PREFABRICATED ME rAL RAILING A2.13 COLUMN PER STRUCTURAL COLUMN PER S RUCTURAL a PREFABRICECK-TREX OR a ED METAL RAILING COLUMN PER STRUCTURAL DECK-TREX OR DECK-TREX OR APPROVED WI FRAMING PER STRUCTURAL APPROVED W/FRAMING W64 W84 e'-10" I DAPPROV D W/ PER STRUCTURAL W64 Railing 3'-2" W63 W63 FRAMING PER zel:szs.zssatat fax.•42s.zss.s2a2 wunudy/mman.net D-D Al D3 3'2" W64 W64 t7ls West Marine vew Drive'L'verett,wA 9azd,-lose 0 DECK-TREXO APPROVED U8 W/FFAMING PER � W84 AB W63 S FRucTuRAL Storag m tOrag 2 0 Al D3 W63 EQ EQ n W63 W63 W64 O D3 Bedroom 1 " - D3 Al 28 i, Bedroom M cz UN� iT C111 I wsz w81 - Living Room f c2 4'o' z --- A3.12 �jj�, 4_0 c _ uz UNIT D10 ROD&Roo Living Room U7 LivingRoom c siorWICUNITDI2] OPP HVD z sM.14 W62 �ELF 2 I -.. .. ' e SHELF C2 Living Room. .—I—.— 1 2 1 A6.11 Afi,14 � 11� A6.14 SIM. .—.—. 11 T-6" 5'4" 22'-3 6 3 A6 11 . W65 SIM. _� 6. W62 1 - •— OPPHNO 2 .—.—.�._.L. `U.. �..� 4�_0. -. ,.I.L. SHIM. W66 i DW I W42 I OPP H D Bathroom 1 Kitchen Dw Dw �—J v I w6a z Az.13 Park 77 r-a 4-4 z 6•2• z•-6" _ I I athroo {� _m A2.13 3 -SHELF&ROD W42 07 o m ¢ •. _. I ! U ° • Y Bati�lrOOm SHELF&ROD , Kitchen = Kitchen 1 p Bathroom 1 I ¢ I Y U10 I W63 FOR W66 REF. O HELF&ROD - � - wiC - ! Entry j U2 WD Arlington W61 REF. I OFFEND 1 C O REF. , Kitchen Bathroom 2 u11 �o wsz U w m o 6_o A6„ U2 , o --- I j Investments, L.L.C. a0 o � AT 2'-6" off v. �Et U120201 77th Avenue NE W6 -- Arlington,WA SHELF&ROD W65 - W26 ry T-53/4. j REF.SHELF&ROD o - Entry U1 �J _ v' 1 5'-4" ..\ o SHELF&RODS 10'-61/2" ..,..Y ..-�. \_ W65 W64 W63 B B u.,., r...,� .—.—.—. uz, �� DowN tt5 Uz DEN c1 _ Th s a a is: Bedroom 1 I u7 a-0" a 10 vz ti m 1.Copyrightm6 DYICEMAN,Inc. 2.The Architect's In.bt wt of Professional Service. _iJ 3 an v 3.For use on this project only.Obtain Architect's SHELF&ROD m_ N, 4-0" written percussion for an other use or U7 �� - `- p° y o reproduction. j _ J Bedroom 2 s 3'-z" . . w6, Bedroom cz Bedroom 2 - ... :.. . MARK , DATE DESCRIPTION Issued BulIdin P' m 5 6l10/2016 I errnH 6 811012016 Permit Revisions W63 ": _ i. 7•-3., A6 I ` W65 _ W65 D-6 T-1" W63 _.. 4 W84 W42 - A6 STAIR PER SCHEDULE iv STAIR PER SCHEDULE PROM('T NUMBER: 2014-052 EQ EQ APPROVED BY: �..•z,--. .—.—. PROJECT DIRECTOR: � Michael Stevens g•_6„ PROJECT MANAGER: I Doug Hoflus 3'-e" CHECKED BY: I COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL W63 W64 W64 W63 JOB CAPTAIN: I Nathan Bataille -3" ,,.," 17•-0" 12,_6„ 1g-q• ,2•_W, 10'-0" 11'-0" 6•_6" "'" FLOOR FINISH LEGEND O-9 0.4 A2.13 D-6 D� p-7 A FLOOR PLAN GENERAL NOTES A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET Q CARPET-BROADLOOM Building D 3rd Floor A FRAMING UNLESS OTHERWISE NOTED. STUD TRACK AT ALL EXTERIOR STUD WALLS. SHOWN ON DRAWINGS.. A6.11 UNLESS NOTED OTHERWISE. A(`7`1001 Plan Mirror Drawing B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 1. CONTRACTOR SHALL PROVIDE CONTINUOUS N. REFER TO SHEET A6.02 FOR TYPICAL DOOR U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 UNLESS OTHERWISE NOTED. HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED CLEARANCES. UNLESS NOTED OTHERWISE. Issued for C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES AT ALL WALL MOUNTED LAVS,DRINKING FOUNTAINS, O. REFER TO SHEET A6.01 FOR TYPICAL V. .TYPICAL CLOSET DIMENSIONS ARE 2•-2"STUD FACE ® VINYL PLANK ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. CASEWORK,MIRRORS,ETC.REFER TO MOUNTING HEIGHTS FOR WALL. DENTED TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED Construction D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ARCHITECTURAL INTERIOR ELEVATIONS AND ACCESSORIES AND EQUIPMENT. OTHERWISE ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT MECHANICAL DRAWINGS. P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR - UNLESS OTHERWISE NOTED. J. CONTRACTOR SHALL SEAL AROUND ALL DIMENSIONS AND NOTES SHEET VINYL WI WELDED 1/6/2017 E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR PENETRATIONS AT FIRE RATED WALLS,INCLUDING Q. THE FOLLOWING RESIDENTIAL UNITS ARE SEAMS LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., DESIGNED TO MEET'TYPE A"ACCESSIBILITY FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. STANDARDS:UNITS B-1,B-2,B-3,AND 84. ASSEMBLIES AND HEADER,SILL AND SOFFIT K. ELECTRICAL AND MECHANICAL EQUIPMENT AND R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, . CONSTRUCTION. ACCESSORIES SHOWN FOR CONTRACTOR AND E SHALL MEET"TYPE W ACCESSIBILITY ` STORAGE FLOOR PLYWOOD F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR STANDARDS FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR SPECIFIC SIZES AND LOCATIONS. S. TYPICAL INTERIOR WALLS ARE TYPE W41 .1 BUIId ICI D 3rd Floor Plan Applies to_ Building 14 FRAMING ABOVE UNLESS OTHERWISE NOTED.. L. REFER TO REFLECTED CEILING PLAN FOR CEILING UNLESS NOTED OTHERWISE G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO MOUNTED EQUIPMENT. DECK ABOVE. 1 2 3 4 5 1 2 3 4 3 A3.12 A2.14 D E'4 E'3 CONCRETE PATIO FLOOR PLAN GENERAL NOTES 82'-0" A5 1, STAIR PER SCHEDULE A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF DYKEMAN 28'-1" 24'•10" 28'-1" FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 2'-8" 3'•0" 20'-1" 3'•8" ,1'-8" 13'•4" 3'-8" 20'-5" 4'-2"' UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES 8'•2314" 5'-8" 5'-0" 5'-0" 11'-10" 8'-4" '-0.. 1'-81/2" 4'-01/2" 5'-0" 6'-41/2" 8'-33/4" ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES,ALL INTERIOR WALLS ARE FULL HEIGHT --"- --- ---' - UNLESS OTHERWISE NOTED. a COLUMN PER STAIR PER E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR COLUMN PERFLOOR-TO- STRUCTURALaG a2e.2ses161 fx•42S.xSe.3242 uwwdykaman.nn •. DOWN P - SCHEDULE ' LOCATION OF DETAILS FOR TYPICAL N STRUCTURALmewest MaHme wew DHre 15vereu,wA aezol-lose FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF CONCRETE STAIR PER SCHEDULE - ----_ „... COL MN PER STRUCTURAL ASSEMBLIES AND HEADER,SILL AND SOFFIT PATIO DOWNSPOUT CONSTRUCTION, B4 M4 C3 CL CONCRETE PATIO F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE DOWNSPOUT SP - FULL HEIGHT TO BOTT ... .__ DOWN OUT OM OF ROOF DECK OR FLOOR E-D ^, --_- _-_ ---- -- G. RATED DEMISING WALLS SHALE BE CONTTIINUOUS TO E-D DECK ABOVE. ' M44 M44 f` H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD DOWN' W84 w q3 DOWN STUD TRACK AT ALL EXTERIOR STUD WALLS. N M44 s VV84 I. CONTRACTOR SHALL PROVIDE CONTINUOUS - -- HORIZONTAL BLOCKING OR BOND BEAM AS WB4 o A8 - ,` REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING g a0 a StOra v S> FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO e COLUMN PER STRUCTURAL iv ry ARCHITECTURAL INTERIOR ELEVATIONS AND U2 _ U2 b J. CONTRACTOR SHALL SEAL AROUND ALL Storag - UNIT E2 W62 WBa PENETRATIONS AT FIRE RATED WALLS,INCLUDING --- — I` 2 ..L' R BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., , -__ 7.-4' OL 2'-6 [TMPE� 2'•8 7 0 Nei 2'•1" WITH FIRESTOPPING PER LB.C.REQUIREMENTS. ---- K. ELECTRICAL AND MECHANICAL EQUIPMENT AND C3> B4 <C3> Living Room W83 C3 _ ACCESSORIES SHOWN FOR CONTRACTOR J CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR Bedroom SPECIFIC SIZES AND LOCATIONS. -._.. Sim. L. REFER TO REFLECTED CEILING PLAN FOR CEILING (A.1 OPPHND U7 MOUNTED EQUIPMENT.i li+ io U12 - W62 A6.14 liJ M. SHOWN OLN DRAWINGSLITY CLEARANCES,AS NVERIFY C U 22 2 N. REFER TO SHEET A6.02 FOR TYPICAL DOOR A3.12 A5.11 CLEARANCES. W62 O 0. REFER TO SHEET A8.07 FOR TYPICAL a io SHELF 8 ROD ---' -- - "" --"-"- - ACCESSORIES AND EQUIPMENT. DOWNSPOUT MOUNTING HEIGHTS FOR WALL-MOUNTED P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR ,�-3„ ___-__-.- ...-._. 2'.B 5'-2 DIMENSIONS AND NOTES. 5'-2' 2'-8" UNIT E1 ---- — UNIT E3 C. -SHELF&ROD q, THE FOLLOWING RESIDENTIAL UNITS ARE '� DESIGNED TO MEET"TYPE A'ACCESSIBILITY TYPE B DW .TYPE B W83 STANDARDS:UNITS B•1,B-2 B-3,AND B-4. B ll 1J1 R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C.D, Sim.e Riser RM. W6 LIVIOg ROOM U5 = - - ---- Living ROOM DOWNSPOUT AND E SHALL MEET"TYPE B"ACCESSIBILITY -- 2 0 PHND„ CU� P._N Kitchen STANDARDS Park 77 S. TYPICAL INTERIOR WALLS ARE TYPE W41 lit J8 COLUMN PER A6.14 ¢ B3 UNLESS NOTED OTHERWISEqA )' ....STRUCTURAL 2UIM.HD ---__ COLUMN PER STRUCTURAL T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET a'- 8-9 2-3 AB I I UNLESS NOTED OTHERWISE. 811 ._._ M44 V. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A8.15 '0'2•14 2 M44 _ - - -__ SHELF&ROD - REF. O - -- A3 V. TYP CAL C UNLESS LTED OTHERWISE, LOSET DIMENSIONS ARE 2.2'STUD FACE FOR o N1 --- - " TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED L4l __.-_ -_- Bath Om W� N -� -.__ �... - __ OTHERWISE WD Arlington �, Investments, L.L.C. -- SHELF&ROD Dw I ' U10 W6, DW - SHELF&ROD ELECTRICAL Z W82 -- Z J 3 A2,74 AT METERS&PANELS U8 a c7 „ _ ;, Den --- Kitchen u6 20201 77th Avenue NE 2 Kitchen -Ii s" N J — Entry 6' 9- Arlington, WA zil u1a iIL wsz 4'-D„ T.D" Bedroom 1 Bedroom 1 REF. O O CUB '�� O O REF. _o Q B A3� _ - er (_UI o _........_- B U,1 = Entry o N U1�-.. N W65 Ev65 N -al' ..� N c1 U11 This drawing is: -- - A3 1.Copyright 2016 DYKEMAN,Inc. b U2 Entry 2 - 2.The Architect's Instrument of Professional Service. FLOOR FINISH LEGEND project y in v v - - _ 3.For use on this ro ea only.Obtain Architect's ' N Cw82 W88 U2 N ? written permission for any other use or reproduction, ry - LANDING ABOVE - ry -�. - Wee _ U2 (U2 m U2 U2).... _ _ ____ _ r �µ_ *�_ 9 1P� -)._ U2 BROADLOOM yF - U2 U2 tl2 �� CARPET- ______ __— PHONEPANEL "U6 e��- �� - - t. `� --U8 - MARK DATE DESCRIPTION M44 .�- nw.m Y3'. 5 8/10/2018 Issued BuildingPenha & VINYL PLANK 8 8/10/2078 Permit Revisions SHELF ROO 4 0 3'.4 J 4'-0 SHELF&ROD SIM ------ SHELF&ROD 4.0 �-` 3.4 4 0 SHELF&ROD p - _ SIM .... .... SHEET VINYL W/WELDED BB room 3 BENCH ••••••�� ABA1 SEAMS Bedroom 2 I W67 Bathroom 2 -- Bathroom 2 Bedroom 2 w6, tryd< �� BeI 3 ySJ{Ss�f Ott STORAGE FLOOR PLYWOOD W42 fit•` ,_W42 S r's{xi^F:>gt'•- 1'•812' -8 v2" PROJECT NUMBER: 12014.052 BUILT-IN SHELVING r' BUILT-IN SHELVING - APPROVED BY: I E-g -- -- .- -.._..12"DEPTH ' 12"DEPTH PROJECT DIRECTOR: I Michael Stevens ----�_. _ - \ { E•B PROJECT MANAGER: Doug Hollus W8 3• - - STAIR PER SCHEDULE '.,., - W3 M44 CHECKED BY; M44 JOB CAPTAIN: I Nathan Bataille W83 AB � W DOWNSPOUT . - -. DOWNSPOUT W83 AB W89 DOWNSPOUT 8 O 8„ DOWNSPOUT Vv53 A6 WORK POINT 3'-2" 7'-4' 3'-2" -- 3'-2" 7'•4' 3'-2° W83 GRIDS E-4,E-B SIM. COLUMN PER STRUCTURAL - ---- BIM. ASI 001 COLUMN PER STRUCTURAL OPP HND A ,p.p 12-q 10'.7" A8.11 17,-11" 6'-4 Issued for Building E - 1st Floor A Construction Plan t-1 1/6/2017 ALL FIRST FLOOR UNITS SHALL MEET TYPE B -- ACCESSIBILITY REQUIREMENTS PER IBC AND am 111 ANSI A117.1 �ilding E 1st Floor Plan 0 2' 4' v Scale:1/4"•V-0" 1 2 3 4 T 5 I 2 3 4 5 3 A2.14 A3.12 E-1 E-7 D 4 2'-0^ CONCRETE PATIO E-3 E-0 FLOOR PLAN GENERAL NOTES STAIR PER SCHEDULE A 11 A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF KEMAN FRAMING UNLESS OTHERWISE NOTED. 28 1" 24-10" 29-1 B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 20'-5" 3'-6" 13'-4" 1V-6" T-6" 20'-1" T-0" Z_6" UNLESS OTHERWISE NOTED, C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES 8'-3 3/4" 6'-4 112" 5'-0.. 4'-0 1/2" '-8 1/2" -'-_5'-0 6'-4" 11'-10" 5'-0" 5'-0" 5'-6" 8'-2 3/4" ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. , .., D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION _ ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT UNLESS OTHERWISE NOTED. STAIR PER SCHEDULE: COLUMN PER °DOWN E.-SEE FLOOR PLANS AND BUILDING SECTIONS FOR 1eb 42s.zssstst t•42s.zssszs2 wwwdyAenwu.net STRUCTURAL COLUMN PER LOCATION OF DETAILS FOR TYPICAL FLOORJO0 -' STRUCTURAL FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF vts West Marinev Drive avuet4 WA sa2al,2osa COLU N PER STRUCTURAL - - DOWNSPOUT - 5TIR PER SCHEDULE CONCRETE ASSEMBLIES AND HEADER,SILL AND SOFFIT PATIO CONSTRUCTION. CONCRETE ATIO -� s.e• a• -` - ` F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE C3 M44 Bq DOWNSPOUT- DOWNS U7 FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR FRAMING ABOVE UNLESS OTHERWISE NOTED, ' ':••' G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO E-D DECK ABOVE. DOWN. M44 M44 H. STUD TRACKINUOUS SEALANT AT ALL EXTERIOR STUDBEADBENEAT WOOD W64 •DOWN W64 1. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING OR BOND BEAM AS 0. A6 o trygq - REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING N toragB O - Y - FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO m `"+ COLUMN PER ST UCTURAL 'mo ARCHITECTURAL INTERIOR ELEVATIONS AND o ' er W64 U2 -- U2Lu COORDINATE WITHTRACTO SHALL SEAL AROUND ALL Storage ,: d PENETRATIONS AT FIRE RATED WALLS,INCLUDING 7" -" ' - -• W64 •. - BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC,; y-1" W63 ,.-0. . 2,-6, TYPE B. ,i. :"`.,.. o WITH FIRES TOPPING PER I.B.C.REQUIREMENTS. zs Ta" z1 K. ELECTRICAL ANOMECHANICAL EQUIPMENT AND A3 .� 84 C3 W631 Living Room ,, ..,' ." ,'. - C3 84 W63 A3. ACCESSORIES SHOWN FOR CONTRACTOR 1 _ CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR '•. „"";BedrOQm',, ;, SPECIFIC SIZES AND LOCATIONS. ' SIM. REFER TO CEILING OR CEILING C L. MOUNTED EQUIPMENT.CEIL LAN F M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS C SHOWN ON DRAWINGS. v _ v b 4 N. REFER TO SHEET A6.02 FOR TYPICAL DOOR A3 A5.11 -, ! : A3 A3.12 .CLEARANCES. W62 - SHELF&ROD to O. REFERTO SHEET A6.01 FOR TYPICAL In I -. � -: : MOUNTING HEIGHTS FOR WALL-MOUNTED _ '._.T.y.- -.._. - .-.-..-....- OWNSPOUT A ESS IESAND QUIPM T 5•_2" 2'8„ ..: 2,_S, REFER OR E EN... b - UNIT E3 -SHELF&ROD UNIT E1 P. DIMENSIONS AND NOTESP�NS FOR INTERIOR T 3° ,. ,.., g-2 W63 N ND 0 0 - - ' Q. THE FOLLOWING RESIDENTIAL UNITS ARE W63 ,, _ TYPE B ,. _ DW I , , , TYPE B DESIGNED STANDARDS: MEETUNITS e-tP6 2,ACCESSAND IBILITY , • DO NSPOUT Living-Room- s W61 iv R. FIRST FLOOR.UNITS AT BUILDINGS TYPE A,C.D, Z— 1 u5 Living Room v AND E SHALL MEET"TYPE 8"ACCESSIBILITY Park 7 7 Kitchen SIM. STANDARDS. U2 1. 2 S. TYPICAL INTERIOR WALLS ARE TYPE W41 B3 IS@r tom- --- --W. I -SIh1. A6.14 COLUMN PER �.� UNLESS NOTED OTHERWISE lMP HND 2 8'-9 STRUCTURAL,. T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET 2 3" COLUMN PER STRUCTURAL AS 11 UNLESS NOTED OTHERWISE. M44 _ I : Ag 71 ICJ eel-}. U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEETA6.15 p REF. lJ -_ W63 UNLESS NOTED OTHERWISE. FOR _ 2 A2.14 ELF 8 RO _• -.M44 V. CLOSET DIMENSIONS '2"STUD IF o o .t —� �- a — ! O STUD FACE AT CLOSET INTERIOR,UNLESS NOTED p Arlington .. ..r- s OTHERWISE V V D t OTHE DW W6, U1 B 11 Dw (� I Investments L.L.C. " SHELF&ROD - `, w61 1 Az.1a 3 I�Z c \) ) th oo — -- SHELF&Roo r1 I s1 a m l� L III Cs I_W6� '0 I ELECTRICAL I'us a Kitchert Den -- Ug 20201 77th Avenue NE I ME ERS&PANELS I t Kltcnen Arlington, WA Bedroom 1 : 3,_0,• q p 8-S" E try g waz ----- - --- ; REF. Q 0 U2 U14 A O REF Bedroom �_ o U1 '__-_ _ Thus drag is: A3 W6, W65 U1 _ :U11; a A3 0 ... moo. W6 i Entry 1.Copyright 2016 DYKEMAN,Inc. a rY ItJ , U2 Ent m �\ _ /-. - 2.The Architect's Instnunent of Professlmtal Service. M N ' • e 3.For use on this project only.Obtain Architect's f U2 \ v - �. FLOOR FINISH LEGEND written permission for any other use or reproduction. _:_ _ W66 NDING ABOVE _ _. a ,.,,--.,,.,,., � .�....,- _ � .,,..�..,.,, .,..,,.,,,..,. _ W66 .,.,, U2 (U2 rU2 .. µ __ .��a� ___ _ _ _ U2 - �� ryy� U2 CARPET-BROADLOOM Ug --"' ( / U6 -�-` II Us +s // U6 HONE PANEL® MARK DATE DESCRIPTION _ '., fi ter, - � � � - 5 8/10/2016 .Issued Buildin Permit m - - _ � / — >> - - M44 6 8/10/2016 Permit Revisions I.SHELF8 ROD 4=0" 9'-4 4'-0 ELF&ROD pu -_ i,i ' -4" ® VINYL PLANK w � � i�i SHELF _ m 4'0 3'4 4'-0 SHELF&ROD fly — —t Ili ------ SIR „, ....:w. Ili 1 OPP SI PHNO A6.11 SHEET VINYL W/WELDED I. AMS W61 BENCH :: L_ Bedroom 2 Be room 3 „ Bathroom Z ws, - - Bedroom waz Bedroom 2 Bathroom 2 --t-,r� B op ,. STORAGE FLOOR PLYWOOD Fr 1'-61/2'• : �... �;i ... PROJECTNUMBBR: 12014-052 • .,. W42 ,r BUILT-IN SHELVING J V-61/?� :BUILT IN SHELVING APPROVED BY: 1 PRWL(:'i DIRECTOR: I Michael Stevens AIR PER SCH ULE }� y W63� CHECKED BYNAG Doug Hofius ER: I W61 ' """"' """ "'•""- W61 y 'v�i JOB CAPTAIN. I Nathan Bataille m - M44 DOWNSPOUT - r"' E-A ,y��:;" ,,�,�,�. W63 Ag W64 W64 A6 W63 W63 A6 3 Z 7.4• W63 3 2 DOWNSPOUT 8" 8' DOWNSPOUT 3 2' W63 T-0" 3 2" A6 W63 DOWNSPOUT WORK POINT AS 1001 4 COLD N PER STRUCTURAL UP OLUMN PER STRUCT RAL OPP HNM. 4 GRIDS EA,E-B J A 6'A" IT-1 1. A6.11 10'-7• 12'-4" t0,-,�, A6.11 1T11" 6'-4• Issued for Building E - 1st Floor A 1 Construction Plan Mirror Drawing A2.,4 E 4 1/6/2017 ALL FIRST FLOOR UNITS SHALL MEET TYPE B ACCESSIBILITY REQUIREMENTS PER IBC AND ANSI A117.1 ��Building E 1st Floor Plan — APPlies to Buildin 13 o r 4' B. Scala:1/4"=1'-W 1 2 3 4 5 1 2 3 4 5 3 A2.14 E4 E•3 A3.i2 E-2 E-1 D COLUMN PER STRUCTURAL 4 COLUMN PER STRUCTURAL FLOOR PLAN GENERAL NOTES DYKEMAN A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF PREFABRICATED FRAMING UNLESS OTHERWISE NOTED. METAL RAILING DECK-TREX OR APPROVED W/ B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 82'-0" OL g'- 3'-2" FRAMING PER STRUCTURAL UNLESS C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. 29,-,,, 4'-10" 28,-,,, D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES,ALL INTERIOR WALLS ARE FULL HEIGHT 3'•g" L;WS4D3 Ai UNLESS OTHERWISE NOTED. rot 4u.zsastat ,/:4zs.zses2az wwatdykeman.ner -� - - - - - - - - E YPICALS SOFFIT 71aW tMerive View lMve Bwrett,wA 892ot 208 SEE FLOOR PLANS AND BUILDING SECTIONS FOR COLUMN PER STRUCTURAL PREFABRICATED METAL LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- RAILING WB4 DECK-TREX OR APPROVED W/ i, FOUNDATION,AND HEADER, SILL L,WALL-TO-ROOFIT ASSEMBLIES AND HEADER,S O W84 FRAMING PER STRUCTURAL N CONSTRUCTION. 1.41 F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE - A3 ��% FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR DECK-TREX OR a, W84 W84 A6 v COLUMN PER STRUCTURAL FRAMING ABOVE UNLESS OTHERWISE NOTED. APPROVED WI FRAMING N - --�W64 LG. RATED DEMISING WALLS SHALL BE CONTINUOUS TO PER STRUCTURAL liJ UB g "' — tOra eU8 t� i'v H. APPLY DECK ACONTINUOUS SEALANT BEAD BENEATH WOOD PREFABRICATED METAL c STUD TRACK AT ALL EXTERIOR STUD WALLS. '.Storage r g RAILING 2'-8" I' UNIT E5 LWe2j-- I. CONTRACTOR SHALL PROVIDE CONTINUOUS 2'-8" OL B'-3" Ot. HORIZONTAL BLOCKING OR BOND BEAM AS Ai D3 w 'CL t REQUIRED AT ALL WALL MOUNTED LAWS,DRINKING W84 zLiving Room FOUNTAINS,CASEWORK, E ER TO ARCHITECTURAL INTERIOR ELEVATIONS AND _ COORDINATE WITH MECHANICAL, • - -- -- -- -- SIM � �- J. CONTRACTOR SHALL SEAL AROUND ALL N VV61 -.- 2 OPP HND r e•-I -- - N BUT NOT LIMITED TO PIPING,DUCTS,CONDO 1,PENETRATIONS AT FIRE RATED WALLS, I C., -- lp A8.14 L�"V �1 WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. Bedroom .--.--_ _ _ _ - —.- 2 K. ELECTRICAL AND MECHANICAL EQUIPMENT AND --'----- --- - ACCESSORIES SHOWN FOR CONTRACTOR A3•�2 A5.17 CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR -'-- --- SPECIFIC SIZES AND LOCATIONS. -.- .-- _ O - L. REFER TO REFLECTED CEILING PLAN FOR CEILING SIM. T-3" LiJ MOUNTED EQUIPMENT. C CW83 UNIT E4� OPP ENO -- ° O UNIT E6 M. VERIFY ALL ACCESSIBILITY CLEARANCES AS SIM SHOWN ON DRAWINGS. Living Room A814 DW �14 LIVIn Room N. REFER TO SHEET Ae.02 FOR TYPICAL DOOR 4^/,_p C� COLUMN PER STRUCTURAL g O. REFER CLEARANCES.SHEET A8.01 FOR TYPICAL - 2 U5 URAL MOUNTING HEIGHTS FOR WALL-MOUNTED f— COLUMN PER STRUCTURAL -- -- - ACCESSORIES AND EQUIPMENT. A3 - -. U2 Kitchen - -,r. o � P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR �l �- _-- ------ DIMENSIONS AND NOTES. - / 8•8" Q. THE FOLLOWING RESIDENTIAL UNITS ARE OPPHND - WB4 DESIGNED TO MEET"TYPE A"ACCESSIBILITY W84 DW U3 A8 11 „IM. REF. O O �' STANDARDS UNITS B•,B-2,B-3 AND E b DW 2'-g^ R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, Z Kitchen _, - ry O �. G R ANDSTANDARDS. SHALL MEET"TYPE S"ACCESSIBILITY Park 77 8'-8" 3'-4" SHELF&ROD o n 3'-0" T-0" B3 in STANDARDS. -C3 < - ------ Bathroom Kitchen z --- S. TYPICAL INTERIOR WALLS ARE TYPE W41 fO 0 r --- b UNLESS NOTED OTHERWISE U10 IS W8i W81 EQ EO 8'-8' T. TYPICAL UNIT BATHROOMS ARE TYPE 82 ON SHEET ABA 1 UNLESS NOTED OTHERWISE. - L W81 _O _ REF_ WE4 ' U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET As.15 FOR b REF. O O b O UNLESS NOTED OTHERWISE. R SHELF&ROD -- � W81 - A2A4 2 Den g 14 V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE W D Arlington Oo �� __ Sa IS TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED wBa Bedroom 1 U5 v Entry N US OTHERWISE Investments L.L.C. W42 — U14 Bedroom 1 , was wBz ws2 o m AT — O us u� ue - — 20201 77th Avenue NE -1s g-g„ - - - - - - - Arlington, WA A3 - - SHELF&ROD s-a W62 J W8s m 'JLL � E C ry U2 v a Ent U, N `t N _ --.Entry wl is SHELF ROD O " QI STAIR - Ui -Ent -- SHELF&ROD- a U2 FLOOR FINISH LEGEND ENTRY ro U3 ... ..U2.. was W8g U2 1U — C — B U3 U2- U3 _ _.__.._. U2 = S _ ^ I-- -=_ -- -- L CARPET-BROADLOOM This drawing is: C6� UB UP DOWN UB -._- UB ^ - 1.CopyrigThe Architects DYK ent ofFnc. - --- - � '¢.e ' � 2.7fie Arohitect's Instnunent of Professional Service. _ .For use on this project only.Obtain Architect's SHELF&ROD - -,.i - b VINYL PLANK i � � J written permission for any other use or reproduction. Bathroom 1. 4'.p 3'-4". q•-p" __ - - - Pi 4,-0„ g,-4„ 4,-0„ .... _.-___ SHELFB RO i_ __ y'i W&1 BathrOOm 1 � � E n MARK DATE DESCRIPTION ' VV84 SHEET VINYL W/WELDED g 6/10/201: Issued BuildingPermit W84 _ SEAMS a 8/10/2018 Permit Revisions Bedroom 2_. Bathroom 2 Bedroom 3 _ _____ Bedroom 3 Bathroom 2 we1 Bedroom 2 W42 W41 - I W42 STORAGE FLOOR PLYWOOD 8 il2" BUILT-IN SHELVING 12'DEPTH BUILT-IN SHELVING was W88 T - - - - DEPTH _ - W61 0 • -,.-- W84 ^ � W81 � - e o W63 V48 W83 Wg3 A6 A8 W83 � M PROJECT NUMBER: 12014-052 - - APPROVED BY; SIM. ND PROJECT DIRECTOR: I Michael Stevens 2 SIM. 3 Aa - -W89 3'-2" W84 Wa4 3'•2" OPA HND AB -W83 2 OPP ND ABAi 3'-2" SIM. STAIR PER SCHEDULE W63 4 PROJECT MANAGER: I Doug Hogue I 4 _ ___ _ ABA 1 3'-- A8.11 CHECKED BY: I 6'-4" 10'•7" CL AS. T-4" 10'•7" 12'-4" 10'-7" T•4" 10'-7" g�.q" IOB CAPTAIN: 1 Nathan Batallle 1 A2.14 MINES A Building E - 2nd Floor A Plan ASI 001 Issued for - Construction Building E 2nd Floor Plan 1/6/2017 1 1/4„m,,-0„ --- 2 3 4 5 A2.14 3 E•1 E-2 A3.12 E-3 E4 D COLUMN PER STRUCTURAL 4 COLUMN PER STRUCTURAL FLOOR PLAN GENERAL NOTESDYKEMAN A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF PREFABRICATED FRAMING UNLESS OTHERWISE NOTED. DECK-TREX OR APPROVED W/ —� METAL RAILING B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING FRAMING PER STRUCTURAL 3'2" -� 6'0" 82'-0" UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES 24'-10" ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. 29'1" D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION . 28 1 ASSEMBLIES,ALL INTERIOR WALLS ARE FULL HEIGHT Al D3 W6 3'-6" UNLESS OTHERWISE NOTED. e,e 4252593161 f 425.25a.5242 wuaadykemm— E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR - E-D LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- tns West Merine View Drive everett,lYn st3201-lose w FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF i— DECK-TREX OR APPROVED W/ - - PREFABRICATED METAL COLUMN PER STRUCTURAL ASSEMBLIES AND HEADER,SILL AND SOFFIT FRAMING PER STRUCTURAL ',_W64 W64 RAILING CONSTRUCTION. ry w F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE """`^"' A3 O — -°-°°^+ FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR CO4STRRA Y A6 w64 W64 c DECK-TREX OR FRAMING ABOVE UNLESS OTHERWISE NOTED. APPROVED W/FRAMING G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO !U8 L� ._ PER STRUCTURAL DECK ABOVE. ' ' - H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD 4 Storag ..,- '.. torn STUD TRACK AT ALL EXTERIOR STUD WALLS. g I. CONTRACTOR SHALL PROVIDE CONTINUOUS UNIT ES _- _.--- 2'-6" 6'-3" HORIZONTAL BLOCKING OR BOND BEAM AS L __ REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING 2 6 W63 2'-1" FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO IVIOg ROOM W62 W64ARCHITECTURAL INTERIOR ELEVATIONS AND COORDINATE WITH MECHANICAL. -------------- "` S{M,- - . ", [,::'. - """'""" ^" ._... .. J. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATED WALLS,INCLUDING W61 2 .: , W61 :e :. iv BUTNOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., WITH FIRESTOPPING PER I.S.C.REQUIREMENTS. K. ELECTRICAL AND MECHANICAL EQUIPMENT AND BedrO ACCESSORIES SHOWN FOR CONTRACTOR CONVENIENCE.SEE DESIGN/BUILD DRAWINGS FOR SPECIFIC SIZES AND LOCATIONS. C - - �- L. MOUNTED EQUIPMENT CEILING PLAN FOR CEILING UNiTEt1 o c I 73 SI UNiTE4 W63 M. VERIFY ALL ACCESSIBILITYCLEARANCES,ASL C N. _ SIM. ,_ SHOWN ON DRAWINGS. n W63 LIVIn ROOM OPPHND 2- N DW - 2 N. REFER TO SHEET A6.02 FOR TYPICAL DOOR g Asaa Living Room CLEARANCES. -- 0. REFER TO SHEET A6.01 FOR TYPICAL COLUMN PER STRUCTURAL - z - `, U5 L=Wf2 MOUNTING HEIGHTS FOR WALL-MOUNTED L_ _ O COLUMN PER STRUCTURAL -- ACCESSORIES AND EQUIPMENT. - Kitchen ¢ I U2 3 P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR �-�-- ii ii DIMENSIONS AND NOTES. t� _ I SIM. tub Q DESIGNED TO MEETSTYPE AI ACCE SAL UNITS IBIEITY u r(—�'�'� AI STANDARDS:UNITS B-1,B-2,B-3,AND BA. W64 1 11 �I OW : - �6—�� — REF_ -1 - A6.11 U3 — U i _^ I + 4 6 8 J a W64 R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, h _ - 3 AND E SHALL MEET"TYPE B"ACCESSIBILITY m 2.3,.�B3 _. _._ -- 3 0 1 I HELF&ROD i DW 2'-10" 7 0 Kitchen Bathroom - __-- --_--� C3 S: TYPICAL INTERIOR WALLS ARE TYPE W41 Park` 77 `O DARDS EQ EO - �- - — Kitchen - UNLESS NOTED OTHERWISE Sass Wfi1 U10�. - ¢- I T. TYPICAL UNIT BATHROOMS ARE TYPE 82 ON SHEET _ - --� q 8'-9" A6.11 UNLESS NOTED OTHERWISE. W64 @ I SHELF&ROD U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 FOR w61 UNLESS NOTED OTHERWISE. �O_ den o g2,iq V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE Arlington �YP 4 b REF. if W61 io J 1 OI REF_ ,o - - 2 TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED W D AI I I n f1 t0�"'� Entry _-—� TT Q U5 i i Bedroom 1 I W64 OTHERWISE `J Bedrooml — U14 I W4z -- g Investments, L.L.C. m a T _ wsz Wsz ws6 _i A U6 sni / 02 20201 77th Avenue NE SHELF&ROD - 9.6" _ - - Arlington, Io W62 1tJ A3 m • Wfi5 N l as -- SHE &ROD ` W �i ry u1 u1 Entry < �� , uz �—SHELF&RQD STAIR �' Wa, FLOOR FINISH LEGEND B A ... ENTRY iu Y ._._. W 66 W66 � 1 U2 =' U2 U3 This pra sng is: _ - CARPET-BROADLOOM DOW UP �U6 I 1 Co ri ht 2016 DYKEMAN,Inc. �- Us 2.The Archit efs inst—ni of Professional Serowe. -r 3.For p ens p Jea only.Obtain Arahrtecfs J i - SHELF&ROD ' writtenrn s:ion f,any other we or reproduction. m \\ I. 4 0 3-4" q-0^ ", 4 0 TA' 4'-0„ I ® VINYL PLANK Bathroom 1 ws1 fl ELF&ROD t Bathroom 1 i l : a NYL W/WELDED EAMS AR DATE DESCRIPTION r I N _ SHEET VI MARK i y Bedroom 2 ws1 Bathroom 2 Bedroom 3 .Bedroon,3 Bathroom2 v Bedroom 2.. 5 8/10/2016 Issued Building Permit 6 8/10/2018 Permit Revisions W42 W4141-r, - �- w6, - STORAGE FLOOR PLYWOOD W42 I BUILT-IN SHELVING BUILT4N SHELVING 12"DEPTH —.— �._. I . W61 W66 W61 I W64 � . W63 J - W63 APPROVEDPROJECT NUMBER i 2014052 SIM. JJ R}— �.—. ....� Afi 3'Z" Wfi4 W64 — — — A W63 SIM. PROJECT DIRECTOR: I Michael Stevens 2 W63 l A6.11 4 E W63 TAIR PER SCHEDULE 3'-2" W63 SIM 3 2 `� OPP HN A6 1, PROTECT MANAGER: I Doug Hollus 3'-2„ A8.11 OPP HND 4 CR JE BY: A6 11 JOB CAPTAIN: i Nalhan Betaille 6'-4" 10'-7" � T-4" t0,_7„ 12'-4" 10'-7" T-4" 10'-T 6'-4" A2.,4 Building E - 2nd Floor A Plan Mirror Drawing AS1 001 Issued for DRAWING Construction Building E 2nd Floor Plan Applies 2 Building 13 1/6/2017 t 2 3 4 5 1 2 3 4 E"q E"3 A3.12 E'2 E'1 4 FLOOR PLAN GENERAL NOTES D COLUMN PER STRUCTURAL A5 11 COLUMN PER A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF DYKEMAN STRUCTURAL FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. PREFABRICATED METAL C. DIMENSIONS LOCATING DOORS,WINDOWS AND RECITES RAILING DECK-TREX OR APPROVED,WITH ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. FRAMING PER STRUCTURAL 29'-1" 24'-10' 28'-1" D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTIONniarketing ALL 2'-.2" 8'•9" 18'-8" 3'-6" 11'•6" 13'-4" 3'-8" 18'•8" 6'-9" 1'-2" UNLESS OTHERWISE WALLS ARE FULL HEIGHT UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR ref:425.259 3161 CL 6'-0" (L 3'-2' jaxa 4zs.zsasz4z uww.dykeman.net LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- - CE 3-6 W64 D3 Al ,I, DECK- OR APPROVED ASBEMB LFOUN IES AND HEADER,SILL AND SOFFITON,FLOOR�TO-WALI ROOF 17ta west Marine view Drive htrerett,WA s62ol-2sse W/ DAT FRAMING PER STRUCTURAL CONSTRUCTION, F ALL INTERIOR NON-BEARING -- - - - - - - - WOOD STUD WALLS ARE R FULL RAMNG ABOVE UNLESS OTHEIGHT TO BOTTOM OF RWISE NOTED.DECK OR FLOOR •sue iv M R ST ORAL G WALLS SHALL BE CON US T - + W6q COLU N PE RUCT G. RATED DEMISING TINUO O DECK ABOVE. W84 W64 TIE 3 1 - H. APPLY CONTINUOUB SEALANT SEAD BENEATH WOOD STUD TRACK AT ALL EXTERIOR STUD WALLS. - (U2_) -- I. CONTRACTOR SHALL PROVIDE CONTINUOUS a _ tz" H R OI BLOCKING OR BOND BEAM AS c PREFABRICATED METAL RAILING REQUIRED AT ALL WALL MOUNTED LAYS,DRINKING Storage FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO W84 a-. - ..-.. w-; ._i \M2 $[Ora e; I. o AR COORIDECTURAL MATEWITIH MECIOR HANICALATIONS AND 2'-6' _ ._. _- .; ., g 2'-8" CL 6'-3" CL CONTRACTORWITHSHALL ,._,. W63 J PEOUND ALL NETRATIONS AT FIRE RA SEAL TED WALLS,OINCLUDING "� UNIT E8' W63 —r VJ64 A7 D3 BUT NOT LIMITED 70 PIPING,DUCTS,CONDUIT,ETC., Y �� _ WITH FIRESTOPPING PER LB.C.REQUIREMENTS. '' @ ' /..- K. ELECTRICAL AND MECHANICAL EQUIPMENT AND CL CL ? LlVing ROOm 2, F ACCESSORIES SHOWN FOR CONTRACTOR NGS FOR x m CONVENIENCE.SEE DESIGN/BUILD DRAWL SPECIFIC SIZES AND LOCATIONS. / 2 L. REFER TO REFLECTED CEILING PLAN FOR CEILING C A3 12 lii + - MOUNTED EQUIPMENT.. Bedroom -. W6] M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS C A5,17 , 7 UNIT E5 C2 SHOWN ON DRAWINGS. C2 UNIT E7 r _ N. REFER TO SHEET A6.02 FOR TYPICAL DOOR 1 4_6 REEFER OSHEET I_IVIn Room 0. A6.01 FOR TYPICAL g I r`,. MOUNTING HEIGHTS FOR WALL-MOUNTED SIM ;. SHELF&ROD 8 DW Living g Room ' ��C'P "1 - SIMIV n ACCESSORIES AND EQUIPMENT. I _{ ' - ! 2 s ! W83 P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR -0OLUMN PER STRUCTURAL g6.14+ I? - DIMENSIONS AND NOTES. A6.14 / Q. THE FOLLOWING RESIDENTIAL UNITS ARE n Kltch@tl t + DESIGNED TO MEET"TYPE A"ACCESSIBILITY ¢U2 6-S' OLUMN PER STRUCTURAL STANDARDS:UNITS -1,B-2,B-3,AND B-4. O c B � I R. OR TS AT BUILDINGS TYPE A,C,D, �I 6-4" STANDARDS.MEET'TYPE B"ACCESSIBILITY o DW �U3� o� �. 8-4' TYPICAL INTERIOR WALLS ;2 _ __ DW ---- S. UNLESS NOTED OTHERWISE RE TYPE W41 Park REF. {. --- '`" OPi Hi, - A ' I_ T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEEP 6 1 SHELF&ROD,N r SIM. AS 11 UNLESS NOTED OTHERWISE. 2 SI W42 m 1 Z r - _ _ _ KI[Chen Z2 A8 11 U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.75 Kitchen _ UNLESS NOTED OTHERWISE. m A8.11 -'Q Bathroom WB1 �U1D ¢ V. TYPICAL CLOSET DIMENSIONS ARE2'-2'STUDfAQE FOR TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED I W61 W63 OTHERWISE V V D Arlington l�n c N W64 + } 9 /� Bathroom'I -_- - ,a- 1 L - SHELF&R ? -- - I/ Investments, L.L.C. .„ Den � REF a OD o -- 1 throom 1 AT waz U,4 ....\ '.. CW62 20201 77th Avenue NE - Arlington, A �2 WIC w64 ngto , us u11, ufi' W62 W65 1� °° H 6 I I __ _ SHELF&ROD E-C A2.14 2 ;; SHELFO ,.... ,U2 a I' En Entry /U2 3 I v �. m \ b U11 C� (U1 A2.14 i U2 t SHELF&ROD �' Wg5 SHELF&ROD-- 1 - U2; 'O B B ! -- :. This drawing is: 7.C 2016 DYKEMAN Lac: (U2 U2 I + U� U2 - 2.The Aron to is TnsirmnantofProfessioaal Becvice. hitects W64° ... .. U6 �. DOWN 'U6 _ W64 3.writtenpennissfonlfor any otheruseorreproduction. I _ _ this _ - '_--- � MARK DATE DESCRIPTION i•+ .` _ -_ °� - - �I, _ - '. n 5 6/70Y2016 Issued BuildingPermit - ° ..- • � �-= i_=_ ��..".:..,_ �/ �.: ..._... s - -. _`_ '�:,,., i�..____-____ ,.,_�: .. � -_ � 8 8/102016 Permit Revisions Sedrgpltt 1 _; _ cz; W61 ---- - _ Bathroom 2 BedroI1m 2 --- - ---- ,� wes Bedroom 2 Bathroom 2 � B@droom i -"'BUILT-IN SHELVING - - 12 DEPTH - - - - BUILT-IN SHELVING- 612 iL 12'DEPTH �L M1 CL - WK4 ASI 001 PROJYCTM'iJB_ER: 2614-062 APPROVED BY. H.- V�3 A6 A6 W631 - 3 I$S�,led f�}r PROTECT DIRECTOR: Michael Stevens 1 S. 2 - �J ` �- - m EA Construction CHECKED BYNAGBR: i Doug Hofius W63 \A6� W63 �, 3 2., 10'-7' T-4" 10,-7" STAIR PER SCHEDULE 3 rA6 3 1/6/2017 JOB CAFTAN: Nathan Bataille 3'-2" T-4" 10'-T' 2'-8" 2'-8" 1'-8" 17-11" 4'-IT' SIM, COLUMN PER STRUCTURAL C°a 4ND FLOOR FINISH LEGEND A214 _ CARPET-BROADLOOM Building E - 3rd Floor A A EJ EJ E-2 E-1 Plan VINYL PLANK SHEET VINYLW/WELDED... SEAMS STORAGE FLOOR PLYWOOD Buildin E 3rd Floor Plan }s ,• .>, 7 2 3 4 5 1 2 3 4 5 E 1 E 2 A2.14 3 A3.12 E-3 E-4 4 D FLOOR PLAN GENERAL NOTES COLUMN PER 11 COLUMN PER STRUCTURAL A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF STRUCTURAL FRAMING UNLESS OTHERWISE NOTED. DYKEMAN B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. PREFABRICATED METAL C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES DECK-TREX OR APPROVED,WITH RAILING ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. 28'-V FRAMING PER STRUCTURAL 24'-10" 29'-1" D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION ' ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT 6'-9" 16'-8" 3'-6" 13'-4" 11'-6" T-6" 16'-8• 6'-9" 2'-2" UNLESS OTHERWISE NOTED. E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR retazs.zss.atat ,�z:n2s.z5s.5uz www.eykeman.ner T-2" 6'-0" LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- DECK-TREX OR APPROVED W64 FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF vlswesr Marine wervlMvelGvereu,WA s52o1-2oe8 W/FRAMING PER STRUCTURALAW64 Al D3 3'-8" ASSEMBLIES AND HEADER,SILL AND SOFFIT CONSTRUCTION. E-D F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR N COLUMN PER ST UCTURAL ry. yygq FRAMING ABOVE UNLESS OTHERWISE NOTED. .. G. RATED DEMISING WALLS SHALL BE CONTINUOUSTO W 64 DECK ABOVE.. A3 - H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD q A6 W84 W. q STUD TRACK AT ALL EXTERIOR STUD WALLS. Up iu I. CONTRACTOR SHALL PROVIDE CONTINUOUS L� �2 L� HORIZONTAL BLOCKING OR BOND BEAM AS PREFABRICATED ME L RAILING �� REQUIRED AT ALL WALL MOUNTED LAYS,DRINKING • FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO b tora9 _.. W62 .: ,, .Storage4 ARCHITECTURAL INTERIOR ELEVATIONS AND 2'-6" 7 ,- W64 COORDINATE WITH MECHANICAL. - 2'-6" 6'-3" J. CONTRACTOR SHALL SEAL AROUND ALL W63 O W62 W63 PENETRATIONS AT FIRE RATED WALLS,INCLUDING D3 Al wsa UNIT E8 W63 Al D3 BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., SIM Living Room K. ACCESSORIES SHOWN HOWN FOR CONTRAD MECHANICAL CTOR AND _. OPP HND 2 -. CONVENIENCE.SEE DESIGN BUILD DRAWINGS FOR A8.,4 W61 - , SPECIFIC SIZES AND LOCATIONS. 2 4 L. REFER TO REFLECTED CEILING PLAN FOR CEILING MOUNTED EQUIPMENT. C A511 " W62 _ " • - M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS C Bedroom r SHOWN ON DRAWINGS. A3.12 UNIT Eg ' - --—------ O N. REFER TO SHEET A6,02 FOR TYPICAL DOOR UNIT E7 C2 CLEARANCES. Living ROOM rti 4 0 " 0. REFER TO SHEET A6.01 FOR TYPICAL f—Q-1 f s Living Room' l 1 MOUNTING HEIGHTS FOR WALL-MOUNTED W63 SIM. DW I SHELF&ROD SIM. W83 ACCESSORIES AND EQUIPMENT. - 2 P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR OPP HND 2' �_w _� OPP HND q A6.14 COLUMN PER STRUCTURAL DIME IONS AND NOTES. -. -s z - US.... " Q, THE FOLLOWING RESIDENTIAL UNITS ARE KiYeheh O DESIGNED TO MEET"TYPE A"ACCESSIBILITY LUMN PER STRUCTURAL J `U2 T ', STANDARDS:UNITS B-1,B-2,B-3,AND B-4. _ 4 R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, '' - •01 CO _ _ _ 8 9 I AND E SHALL MEET"TYPE 8"ACCESSIBILITY u.��. ..�._l" IEJ : STA ARDS-, 6'-4 i r—o�—� __ _ .1� 31M.///'''�� o o ' � S. TYPICAL INTERIOR WALLS ARE TYPE W41 I' •— L - 1 DW O O REF. I` b3 OW _ --'— — — UNLESS NOTED OTHERWISE Parr 77 Q T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET SIM. W42 i' ; - - - - - W42 SIM. A6.11 UNLESS NOTED OTHERWISE. Y.._ N OPP FIND `O z --�-- - ---.Y I$HELF&ROD AB 11 I (g hen '- ._._._._._. - Kitchen i I U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 I J KItC -- W61 p UNLESS NOTED OTHERWISE I I < 10 Bathroom - I r-' g6•11 V. TYPICAL CLOSET DIMENSIONS ARE 2'-2"STUD FACE FOR g-g g_g - TO STUD FACE AT CLOSET INTERIOR,UNLESS NOTED W64 W63 .- Den o -.� - I f I W61 ..I OTHERWISE VVD Arlington - - --- o 7 W63 W64 W61 I ELF&ROD J.... �:N,6 I BaYhl`com.1 Investments, L.L.C. ..- REF. O O O O REF. 4 Bathroo' n 6 I — AT u,a 20201 77th Avenue NE U2 a�fiJ ., ° <71� us I i u2 I wsa Arlington, WA E C W64 .- wit. I I �� \+ 9'-6. �, • __ --' 3'4. \� N- U6 � U2 SHELF&ROD .v._. \ \ - _ _ _ W oa I W65 Az.,a 3 o� Entry g,-6„ v w6z Ent Ka EC B U1 Entry v i Lev R 2 A2.14 m oD SHELF&ROD / / W65 SHELF&ROD B 11 . eera� ®...need _,` -. ,.: This drawing is: — — — 1 Copyright 2016 DYKEMA U2 (U2 W66 U2� U2 2.T hitect's Instrument of Prof oral Service. is ect only.Obtain W64 ... I- \ : I �\- i W64 3 written Perm.For use on hissionfor any other use orcmppoduction. \\ � U6 DOWN s "' .:.. N MARK DATE DESCRIPTION 5 6/10/2016 Issued BuildingP 6 8/1012016 Permit Revisions ann f cz W6i i I Bedroom 1 m d Bedroom 1 i Bathroom 2 Bedroom 2 I cz f Bed oom? i Bathroom 2 Ws1 r-6 117, w6s wss I 2 BUILT-IN SHELVING BUILT BUILT-IN E-B _ p WB1 wfi4 AOI 001 PROJECT NUMHER 2014-052 W61 - - - -,"�---Y -� q sued for APPROVED BY: I W63 AB q6 W63 - W63 IS PROJEC I DI R L:CTOR: Michael Stevens EA Construction PROJECT MANAGER: � Doug Hofius CHECKEDBV: W63 A6 3'-2" W63 W64 W64 3•.2^ W63 .y 3'-2" A6 1/6/2017 JOB CAPTAIN: Nathan Bataille L�6- 2'-8' 10'-7' 7-4" 9'-p^ STAIR ER SCHEDULE 10W" 7-4 10'7 6'-4• ITA111 3'-,D" 6'-g" 1Z4" 5'-g• 4'-10" 17'-1," 1'-6" 4'-8" FLOOR FINISH LEGEND CO UMN PER STRUCTURAL SIM, A6 11 1 OPP HND 4 A A6.11 ® CARPET-BROADLOOM p E-1 E_p A2.14 E-3 E-4 BUildmg E - 3rd Floor A ® Plan Mirror Drawing VINYL PLANK SHEET VINYL W/WELDED SEAMS "Building . � E 3rd Floor Plan Applies to Building STORAGE FLOOR PLYWOOD 13 1 2 3 4 5 2 3 4 5 A2.15 A3A3 TRELLIS BRACKETS CB-3 CB-2 1 CB-1 CB-0 D 70, 31•-4" ,•0„ 7'-3„ DOWNSPOUT FLOOR PLAN GENERAL NOTES 5'•0" 13'-8" 22'-8" 11'-1 11'-i" 7-3" ELECTRICAL A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF DYKEMAN METERS FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING I,.. M44 9 UNLESS OTHERWISE NOTED. A8.13 PHONE PANEL C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES .., "...... ... ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION 3'•8" �A" 12 ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT DOWNSPOUT W84 W84 �_ 3'-0" UNLESS OTHERWISE NOTED. tl i.,_;.�:�i,I faa'42a269.a242 www,dykemen.ner -CLR.TRELLIS POSTS DOWNSPOUT E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR to B4 ' I n rc — / LOCATION OF DETAILS FOR TYPICAL FLOOR-TO- to,ta�,�w,��c vtew DrlVe evaren,wn sa2oi-lose M44 FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF ASSEMBLIESAND HEADER,SILLAND SOFFIT O b / CONSTRUCTION. F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE a nl ___ 'L 2'-S„ A FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR W83 FRAMING ABOVE UNLESS OTHERWISE NOTED. _ G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO A2 C1 (El) %Ei M44 _._ DECK ABOVE. H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD J i2 STUD TRACK AT ALL EXTERIOR STUD WALLS. o / _ US I. CONTRACTOR SHALL PROVIDE CONTINUOUS Off c's ! i HORIZONTAL BLOCKING OR BOND BEAM AS iO ---- REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING 11" 43"MIN. FOUNTAINS,CASEWORK,MIRRORS,ETC.REFER TO COLUMN PER _ � 4'- _ STRUCTURAL ARCHITECTURAL INTERIOR ELEVATIONS AND + COORDINATE WITH MECHANICAL. -- W61 _ J. CONTRACTOR SHALL SEAL AROUND ALL ES .._, _ PENETRATIONS AT FIRE RATED WALLS,INCLUDING - -- --_- -- ______ .-.--.- _____ r' W83 H/OmBD Men .�� BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., y WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. E9L ----- l K. ELECTRICAL AND MECHANICAL EQUIPMENT AND �- ACCESSORIES SHOWN FOR CONTRACTOR w VJ84 CONVENIENCE SEE DESIGN/BUILD DRAWINGS FOR O Pool SPECIFIC SIZES AND LOCATIONS. . o ;,, L. REFER TO REFLECTED CEILINGPLAN FOR CEILING C _----=a_- Lobby ICI t01'BgejM@Ch ! MOUNTED EQUIPMENT C �" ----- M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS SHOWN ON DRAWINGS _ N. RE ER TO SHEET AB 02 FOR TYPICAL DOOR UP_ Storage ® CLEARANCES. UB � O. REFER TO SHEET A8.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL-MOUNTED ACCESSORIES AND EQUIPMENT. STAIR PER SCHEDULE M44 2'DEEP SHELVING C8 - - b P. REFER TO TYPICAL UNIT PLANS FOR INTERIOR Q W81 , DIMENSIONS AND NOTES. CS V O. THE FOLLOWING RESIDENTIAL UNITS ARE -� 3 DESIGNED TO MEET"TYPE A"ACCESSIBILITY ry STANDARDS:UNITS B-1,B. B-3,AND B-4. CB•C - -- - -- - -- Out _ __ R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, '� - AND E SHALL MEET"TYPE B"ACCESSIBILITY ,... .° ` TYPICSTANAL INTERIOR Park 77 W81 8' 8'-2" w IK W81 A2.1 S. TYPICAL INTERIOR WALLS ARE TYPE W41 2 5'-8' UP i c� i C7 UNLESS NOTED OTHERWISE _ --- --- --� , T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET E7. �' A8.11 UNLESS NOTED OTHERWISE. � r ro U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A8.15 © `f. E3 F UNLESS NOTED OTHERWISE FOR ° - V. TYPICAL CLOSET DIMENSIONS ARE 2'-2'STUD FACE W D Arlington UP 24_@ 1 12 M OTHERWISE STUD FACE AT CLOSET INTERIOR,UNLESS NOTED ° IEB OTHERWISE Investments, L.L.C. 7 C4 51.1.. ill-2 DO POUT AT M44 t-e6,14 W -' 20201 77th Avenue NE M,a Arlington, WA 00 - 2, e„ W8, FLOOR FINISH LEGEND Community Exercise IS Room Room CARPET-BROADLOOM This drawing is: r I.Copyright DYKEMAN,Inc. 2 �_ � ---_ VINYL PLANK 2.The Arohitacfa eds Instrument of Professional Service. 3.For use on this project only,Obtain Architect's written permission for any other use or reproduction, W41 WALK OFF MATT B M44 - 3'Height Well MARK DATE DESCRIPTION 5 6/10/2015 Issued Building Permit 0 1/8/2017 A811 8 Permit PP L Revisions g J o ` ��nX�`�' CERAMIC TILE t 1' A512 -J w 'a C3 C3j. C3 - W83 2014 ..-._.. ._.,._,�...... .............. ....... "--' -- -A16— - -- .. .. _.... -0529 c N 44 APPROVED2'.0 PROJECT DIRECTOR: I Michael Stevens - PROJECT MANAGER: I Doug HOfius CHECKED BY: W83 WB3 C3 COLUMN PER SRUCTURAL JOB CAPTAIN: Nathan Bataille I T I 1 71l2" 10'-33/8" T-8" 10'-33/8" 11-1011". .. EQ. EO '-4 1/4" 10'-0" 2'-0' 10'-0" 2'-0" _-. 10'-0" 2'.2" DOWNSPOUT LQ i A 26- 3B,-g„ Community Building --- B„ Enlarged Plans COLUMN PER STRUCTURAL SEEM (—j"\ Community Building- 1st Floor Plan Omni 114„1 V-0 / i „ I 2 3 4 5 1 2 3 4 1 A3.13 SIM. A2.15 OPP HND D ce•a c6-z Tp, �„ , A51< SNDECOO BAR�NT R) CB-1 CB-0 FLOOR PLAN GENERAL NOTES A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE Of DYKEMAN 32,-0„ T-a„ FRAMING UNLESS OTHERWISE NOTED. B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING 22'-0" 22'•2" UNLESS OTHERWISE NOTED. C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES 5'•0" W84 5'-0° ARE TO FINISH OPENING UNLESS OTHERWISE NOTED. D. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION CB•D - _ _ _ - -A5 12 - - - - - AB - -- - i _ _ _ - _ - E. SEC FLLESOOR FLANS AD BUIOTHERWISE LDUNSEMBILIES.ALL INTERIOR ING NGASECTIONS FOR GHT a2s.xe9alel par:a28.289s2a2 ruwwaykeman.nst A3AS _ LOCATION O DETAILS F R ICFLOOR-TO- 7 r T -- ' FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF 1718 Wcet Marine Vlew Dave everetq WA 9112n1s088 ASSEMBLIES AND HEADER,SILL AND SOFFIT F+ ___ CONSTRUCTION. --� -- F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR O O So FRAMING ABOVE UNLESS OTHERWISE NOTED. �l G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO A512 ---- DECK ABOVE, F W83 Bedroom 'I�„f o .- _ I � � H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD 2'-8 5/8" 8'•8" 11 1/2" 101.0.. m 2'-81/4' STUD TRACK AT ALL EXTERIOR STUD WALLS. E1 E1 SPIN F x ROD LL I. CONTRACTOR SHALL PROVIDE CONTINUOUS __. Kitchen WSa HORIZONTAL BLOCKING OR BOND BEAM AS C, REQUIRED AT ALL WALL MOUNTED LAVS,DRINKING -4-1 FOUNTAINS,CASEWORK,MIRRORS,ETC,REFER TO COLUMN PER _ j - -- ARCHITECTURAL INTERIOR ELEVATIONS AND STRUCTURAL COORDINATE WTH MECHANICAL. __ _ __ _ _ Open to Below/ U2 W61 J. CONTRACTOR SHALL SEAL AROUND ALL -- - v�i PENETRATIONS AT FIRE RATED WALLS,INCLUDING ALIGN BUT NOT LIMITED T PIPING,DUCTS CONDUIT,ETC., 1 (D3; W4 - .. ;y WITH FIRESTOPPING PER I B.0 REQUIREMENTS. A7010 A7a10 � -� -- K. ELECTRICAL AND MECHANICAL EQUIPMENT AND Sim. Z L r ACCESSORIES SHOWN FOR CONTRACTOR - -_ --- - CONVENIENCE SEE DESIGN/BUILD DRAWINGS FOR 2 T - -I --r Al SPECIFIC SIZES AND LOCATIONS. UNIT CB-S L. REFER TO REFLECTED CEILING PLAN FOR CEILING __ _ Bathroom -- _ MOUNTED EQUIPMENT. i" Y !;'-0 Living ROOM - M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS C O - / SHOWN ON DRAWINGS N. .------ - Ea 61 ----- I - REFER TO SHEET A6.02 FOR TYPICAL DOOR - - -_-. --_r. CLEARANCES. O. REFER TO SHEET A8.01 FOR TYPICAL Ed MOUNTING HEIGHTS FOR WALL-MOUNTED ACCESSORIES AND EQUIPMENT. __ REFERTO TYPICAL UNIT PLANS FOR INTERIOR w&2 __.ry -91/2 4 CO3 ridOr ws2 - 7/8 " 3' --- DIMENSIONS AND NOTES. Ui --- Q, THEFOLLOWING RESIDENTIAL UNITS ARE Vbb2 DESIGNED TO MEET'TYPE A"ACCESSIBILITY !' T ---1- Tr STANDARDS:UNITS B-1,S-2,B-3,AND B<.&ROD�I SI IELF � y R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, ._ W62 L j W63 SH LL MEET'TYPE B"ACCESSIBILITY Q col ._..,.. 1.- _ tU1o ,ll10 __ i„ ✓�.. _ - S STANDARDS. WALL R TYPE W41 _ TYPICAL INTERIOR SAE Park 77 ° % -U7 o - W63 UNLESS NOTED OTHERWISE _ - O O REF .l_ -- ui I W67 \ U z P REF. ---Q-O T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET ( (� 2 - -I _ A8.11 UNLESS NOTED OTHERWISE Kitchen U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET AS.15 m Kitchen u7 _ 2 A2.15 UNLESS NOTED OTHERWISE. A2.15 3 1----I - B2thrOblb -- V. TYPICAL CLOSET DIMENSIONS ARE 2;2'STUD FACE O� F -- --- � At w SHELF&ROD LU3 - --- - � W82 i f_ - - _ r-� i1W64, OTHERWISESTUD CEATCLOSETINTERIOR UNLESS NOTEDWD Arlington �, \IM - - __ -._ - m Sdthr9 W41 Tr— _ Investments, L.L.C. - a — DW - -1 l -, ;. N _Dw 20201 77th Avenue NE m } Arlington, A .r: _...... - .' 12-311/18 Z�` --5 \ AS314 3"2......_ I ..__ �Blt1 11 I SHELF&ROD t This dmwt is: UNIT CB-1 !. U2 .2 ht - N -. UNIT CB J L - - 1.Copyright 2015 DYKEMAN,Inc. U4 __ 2.The Architect's Instrument of professional Service. g -I - - _- 1155H ELF&ROD - Living Room r r -r - b 3.For use on this project only.Obtain Architect's -' written permission for soy other use or reproduction. 6 Living 4 2° 2 5' 6 8 ._ _7 10 "5 2 I: T f':�- L A A3.13 U2 _— MARK DATE DESCRIPTION FIREPLACE _ - - ___ 5 8/10/2018 laeued Bulltlin Permit FLOOR FINISH LEGEND CL z==�z Bedroom VENT - Bedrobm r_ �_�—�._._ t S 8/1ono16 PermitRaVlelone — — --- CARPET-BROADLOOM b O W6i ...__ ... _ VINYL PLANK _- VV84 SHEET PROJF..CTNUMBER: 12014.052 S T V W/WELDED _ �� SEAMS APPROVED BY: I D3 W84 D3 D3 PROJECT DIRECTOR: Michael Stevens L -- PROJECTMANAGER: Doug Hollus CHECKED BY: I $trri Ct �<gl STORAGE FLOOR PLYWOOD JOB CAPTAIN: Nathan Bataille - 7R OWD3 COLUMN PER STRUCTURAL I wee we3 I I T,_2„ 12'-0„ 12'-01' 7•2„ A CL Community Building 2nd A EQ EQ Floor Plan COLUMN PER STRUCTURAL \ A2.16 Community Building-2nd Floor Plan 1 2 3 4 5 J 2 3 4 5 FLOOR PLAN GENERAL NOTES DYKEM 2 X 3 TRELLIS MEMBERS @ S. O.C. PAIRED 3 X 10 @ EA POST BAY. CEDAR TRELLIS POSTS(TYP.) /_� A. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF EL C7RICAL COLUMN PER STRUCTURAL // = FRAMING UNLESS OTHERWISE NOTED. p // g-01 B. INTERIOR DIMENSIONS ARE TO FACE OF FRAMING f f UNLESS OTHERWISE NOTED. 11 Il I1 Il O (1 (1 III O C. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES TO FINISH OPENING UNLESS ON NOTED. 1- I' 4 +I lu_.IHifl l[7 I_ .CI Il ARE n'n ICI II D. SEE WALL TYPES FOR TERIO WALLS REFUL REIGN c - fi-1=-,� -�---_-- 1--- >L-j- -L----e- •me-----� �.I�-_ Sid, ASSEMBLIES.ALL INTERIOR WALLS ARE FULL HEIGHT ❑ Q �` Q 16 G1 UNLESS OTHERWISE NOTED. ced 4u.zss.eroJ Inc 425.2sss24z uwmaykemannn E. SEE FLOOR PLANS AND BUILDING SECTIONS FOR '.." I',. gg,14 LOCATION OF DETAILS FOR TYPICAL FLOOR•TO- viswee[Marineview Urive�l�ere[t,wA 9sao1-apse �� II II I o It II II li IAA 2 /// If- II II I ❑ �-0" FOUNDATION,FLOOR-TO-WALL,WALL-TO-ROOF it III 1 3 a f ASSEMBLIES AND HEADER,SILL AND SOFFIT - � � - - --�r -`c � F. ALL INTERIOR NON-BEARING WOOD STUD WALLS ARE IL.'I i II,-II'II. '.1 FULL HEIGHT TO BOTTOM OF ROOF DECK OR FLOOR • IL II� f it I I" L r i II I' h { 1 " Ij-I {"I FRAMING ABOVE UNLESS OTHERWISE NOTED. IJ I L.IL tI I�. LI _- '..I 'li I li11. II II J b 1.I G. RATED DEMISING WALLS SHALL BE CONTINUOUS TO DECK ABOVE. I II 11'if It It 11 11 b ld Il II II H II it II II II 11 {1 11 11 5 (f - el { L H. APPLY CONTINUOUS SEALANT BEAD BENEATH WOOD u Il L C? � LL.J L) l III L Lu Il �,'.L U h J-ll � L L _ h IJ (laJ l' Il a ll II Ij-.11 � L r _ J _ h' t) � U �-B � 1 ll-l1 L it Il-.(r O it U u i WI li STUD TRACKAT ALL EXTERIOR STUD WALLS. i. CONTRACTOR SHALL PROVIDE CONTINUOUS - o °0 HORIZONTAL BLOCKING OR BOND BEAM AS D AT ALL WALL MOUNTED LAVS,DRINKING OQUN AENS,CASEWORK,MIRRORS,ETC.REFER TO ARCHITECTURAL INTERIOR ELEVATIONS AND COORDINATE WITH MECHANICAL. PREFABRICATED METAL J. CONTRACTOR SHALL SEAL AROUND ALL FENCING PENETRATIONS AT FIRE RATED WALLS,INCLUDING BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC., VtB3 WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. K. ELECTRICAL AND MECHANICAL EQUIPMENT AND I� ACCESSORIES SHOWN FOR CONTRACTOR CONVENIENCE.SEE SPECIFIC SIZES AND LOCATIONS. DRAWINGS FOR C " ` ' - r - _--I L. REFER TO MOUNTED REFLECTEDEQUIPMENT CEILING PLAN.FOR CEILING C M. VERIFY ALL ACCESSIBILITY CLEARANCES,AS j SHOWN ON DRAWINGS. N. REFER TO SHEET A6.02 FOR TYPICAL DOOR I I- I CLEARANCES. O. REFER TO SHEET A6.01 FOR TYPICAL MOUNTING HEIGHTS FOR WALL-MOUNTED DESIGN/BUILD POOL ACCESSORIES AND EQUIPMENT. REFER TO TYPICAL UNIT PLANS FOR INTERIOR I I DIMENSIONS AND NOTES Q. THE FOLLOWING RESIDENTIAL UNITS ARE _ p ' ESIGNED TO MEET'TVPE A"ACCESSIBILITY -- STANDARDS:UNITS B-1,B-2,B-3,AND B-4. • • R. FIRST FLOOR UNITS AT BUILDINGS TYPE A,C,D, -�� - _ AND E SHALL MEET"TYPE B"ACCESSIBILITY CB-C (E3` / S. TYPICASTANDL(INTERIOR WALLS ARE TYPE W41 P ark 77 B _ UNLESS NOTED OTHERWISE _- 1I T. TYPICAL UNIT BATHROOMS ARE TYPE B2 ON SHEET ;o - -- POOL �+ ABA 1 UNLESS NOTED OTHERWISE U. TYPICAL UNIT KITCHENS ARE TYPE 1 ON SHEET A6.15 p - UNLESS NOTED OTHERWISE. Arlington V. TYPICAL CLOSET DIMENSIONS RE INTERIOR, UNLESSSTUD FACE WD /'lrlingtOn OTHERWISE STUD FACE AT CLOSET INTERIOR,UNLESS NOTED OTHERWISE Investments, L.L.C. I AT M�4 20201 77th Avenue NE DOWNSPOUT - - Arlington,WA LE FOR LIFT 7' FLOOR FINISH LEGEND n i i B _ ' CARPET-BROADLOOM TILE TRIM AND CONTINUOUS it ,I - B RENCH DRAIN This drawing is: . i 1 I.Copyright 2016 DYKEMAN,Inc. o • SPA 1 _ LPLANK 2.The Archnccts Instrument of Professional Service. VINYL (E2 - - 3.For use on this project only.Obtain Architect's .- o written pemnssion for any other use or reproduction. io _ OLE FOR LIFT SEAMS L W/WELDED MARK DATE DESCRIPTION 7 10/192016 PR 002 I 1» STORAGE FLOOR PLYWOOD 10 1/62017 ASI 1 - 10'-0' _ w M44 - PROJECTNUMBER: 1 2014-052 APPROVED BY: I CB-A -- — - PROJECT DIRECTOR: Michael Stevens - ._ PROJECTMANAGER: Doug Ho6us I-1 CI-]ECKED BY: 1 JOB CAPTAIN: Nathan Bataille PREFABRICATED METAL FENCING A ---- ---.--- Community Building A Pool Plan 50,-0" _ (� C114 ommunit Buildin -Pool Plan 1 2 3 4 5 2 3 4 5 DYKEMAN A2.18 A2.18 / \ Roof Outline Above BX11112 BM Above / \ / / \ ,p' tek 925.259.3161 fae:925.259.5242 mwuxdykeman.ne[ / •py / ^ \ 1]18 Wee[MaAve Vlew Udtre Evetet4 WA 98201-209N architecture+interior deign visual inaikening BX6 Typical m \ n Work Point Sim 'I I!IM111 II II II II II II III II I!Ih'111 !I !I it I I', II II II II III�II II \ /// / G1II li li II II I ''ilil! ! ;I II it II li II ! ! I \o / d Ae.,a li L II : .I11 Iilllllii II II II II U II IIII II /� // d Well Wll II III qt## Iib l�l II l II I II 1 III II I \ Continuous 2" 7 \ / Precast Top?K : North Shelter Plan 2 Park 77 T-0" c === # FOR G, Sim -- � WD Arlington Investments, L.L.C. AT 3 " o\ p„ - 20201 77th Avenue NE ROOF OUTLINE ABOVE o- #� _#� Arlington, WA IF fifi� ffl B \\\�\�\\\\\\\\\\� \�\\ \\ BARBECUES 16"High CMU Wall -- TT a\\ 0\ \\� 0 \�\�� // W1 Continuous 2„ _ _ B \�V AA0 / Precast Top O \\ \\ O / \\ j 8. 1' 0-e„ This drawing s < . ,° -—_ 1.CopyrigThe Awhi 2016 DYKEMAN,Inc. 3ior!#_ 2.The Architect's project of Ptain Architect's Service. \ 4 3.For use a this ionf or only.Obtain Architect's \ \ written permission for any other use or reproduction. A8.14 MARK DATE DESCRIPTION Q\ \ \ 5 6/10/2018 Issued Building Permit 7 10/19/2016 PR 002 \\ \\\ \\\ 16"HIGH CMU WALL W/ A2.17 0 A A \ \ \ CONTINUOUS 2"PRECAST CAP 6Xt 0#2 BM Above \ \ \ 6X10#2 BM ABOVE \ \\ \ \ \ \\ \ \ \ I I I I I I \ O\ \\\ o PROJECTNUMBEK 12014-052 APPROVED BY: I PROJECT DIRECTOR: Michael Stevens PROJECTMANAGER: I Doug Hofius \\ 16X24 CMU Column I CHECKED BY: I WORK POINT Fully Grouted JOB CAPTAIN: Nathan Bateille Roof Outline Above \ / Work Point A2.16 A2.181 \\\ \ // IL,.,I A A .; Shelter Plans ASI 001 6 Issued for A2.t6 ConstructioDRAWTING NUMBER: — -- 1/6/2017 4 A2.17 (�I�l ntral Shelter Plan South Shelter Plan r-9" I 2 3 q 5 2 3 4 5 B•5BI1-4 BI-I2 1 8-1 0 BIF r - - DYKEMAN 7-1 1 — BD I WALLS BELOW(TYP.) LL__———____ teL•425.259.5361 i fnC 925.259.5242 wwutdYAen�nn.rwt I ? T 1719 Went Marine Vlew Drive Bverery WA 99201-2098 I I II II III II —._ 141 N OB 9545 I OB 8545 III 07 3113 TYP. LL— �.=J DRAFT STOP LOCATION I II II I 1 II II ------ _ �-------- - Bc C re, § 'I 1 C II II ll I i ` LL--=== ------ ------ --- 71 077123 TYP. I - Keynote Legend Park 77 Key Value Keynote Text 2 Building B-Roof Plan 1/e 1.0° 073113 ASPHALT SHINGLES FOR 077123 MANUFACTURED GUTTERS AND _ DowNSPours WD Arlington 089545 ROOF VENTILATORS Investments, L.L.C. A-1 A•2 A•3 A-8 A•7 Al 20201 77th Avenue NE Arlington, WA I I I I 1 077123 TYP. 1r--------11 a 'Reis drawing is: 1.Copyright 2016 DYKEMAN,Inc. WALLS BELOW(TYP.) 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. -I I 1I —MARK DATE DESCRIPTION I II III q III _ - 6/102018 Issued Building Permit I 073113 TYP. _ I IL---------- ----------------1 ------J---JAI _ - 08 9545 08 8545 I DRAFT STOP LOCATION —J A-4 A-5 PROJECT NUMBER: 12014.052 APPROVED BY: A.O — — — �_ — — — —————_— — — PROJECT DIRECTOR:R: Mi ug chael Stev ECTANAGEens } — PROJ M Do Hoflua 1 1 CHECKED BY: {{ JOB CAPTAIN: Nathan Bataille I 1L PI it I-Ji I j r I II II II II II II II II II II II A § q Buildings A & B Roof A AB IT- - - — + - — - - - - I i Plan H ---- ------- L---- A-A — - IL--------— — ----- ------- ---.__ ---J AS1 001 Building A- Roof Plan _ Issued for Construction 1/6/2017 2 3 4 5 1 2 3 4DYKEMAN 5 D teL•425.259.3IB1 fas.425.259.5242 wwucdykemnn.ner 1716 West MaHne VJew lhlve Everett,WA 98201-2098 C C Keynote Legend Key Value Keynote Text I H UI UJI V-111MIJbi UZI I 112 LOGIN Hel 073113 ASPHALTSHINGLES Park 77 077123 MANUFACTURED GUTTERS AND DOWNSPOUTS 089545 ROOF VENTILATORS FOR WD Arlington Investments, L.L.C. AT - - — — -- h�I — — IF-- I_ -1I — —IF—�I� ------ — — — — _ _ 20201 77th Avenue NE ------ it a Arlington, WA ------- IL-------11 IL-------LI L————— — — ———— WALLS BELOW(fYP.) J I II ti III � Ilr II B B �r---- — ----- q '� 4 This hawing is: M a 1.Copyright 2016 DYKENIAN.Inc. 2.The Architects test t of Professional Service. II II II 3.For use on thi p oloct only.Obtain Architects _a written penn„siou for a)other use or reproduction. 1 N T 08 9545 TYP. 08 9545 ( 073113 TYP. � III DRAFT STOP LOCATION III MARK DATE DESCRIPTION _--_JL_-------_ \l\\. ® ® � tin � ____—_—_—_—_—_—_—�__—_ 5 8/10/2016 Issued Building Permit Ir--___------- _. --- _— — -- --_ III -------------- ---------- LII El —l-- — — — — — p�-- — DRAFT STOP LOCATION DRAFT STOP LOCATION \ ( LI L � - _ PROJLc-I NUMBER: 2014052 4 4 (I 4 R 4 APPROVED HY`. PROD:C I DIRECTOR Michael Stevens 3 I 1 - PROJEC f NIANAOER�Doug HofiusHofius CHECKED BY: G12 JOB CAPTAIN: Nathan Bat M. =___ _ ____ — — — — —_---�� — — _— J — — --—-——— —- � �.�. Building C Roof Plan f 077123 TYP. ASI 001 Issued for Buildin C-Roof Plan 8,_ g Construction � 1/6/2017 2 3 4 5 1 2 3 4 5 E-4 E 3 07 3113 TYP. E-2 08 9545 TYP. E-t D , r 07 7123 TYP. 073113 TYP. CB-3 CB-2 CB-1 CB-0 TYP. , E-D IF --_ — — — ret:g25.259.3181 fiu:425.259.5292 www.dykvman.ner — � —— —__—¢ 1718 West MerhLe Vlew 1Mve sl4erelf.WA 98201-2a88 II I� I1 IIIII ----1--_fi11 ----------- II I -- . - C\ 4"11- ,F� I 4„ IIIII - - --a-"f-ro-' a 1 o --- ------- � I -- I FF— L - ------ 11 � c? I I 4"/1'-0 I III 07 3113 _ I TYP. ❑ ORNT STOP LOLATON r— L_— -------... _ —__— _ I DRAFT STOP LOCATION C I I III — — ——71 t - — E-O C 073113 I I11 II II it I 1 1 II II it TYP. ---- a o , I _ _ r I II II I II II II I 11 II I P 11 _I • • • I-J - JL II i II 089546 I— II I L--�-----J, --------� Park 77 E-A L JL------ JL ---- Jli --_ — WALLS BELOW(TYP-) CB-A L--� J�-_ -_ Building E-Roof Plan � � WA I FOR --- - - WD Arlington F Investments, L.L.C. AT 073113 TYP. oeasas TYP' 20201 77th Avenue NE 08 9545 D-g D-7 D-5 D-9 D- 1 o8a545 I Q Arlington,WA I I I II B �Community Building-Roof Plan ` �__-___ _ B t This drawing is: 1.Copyright 2016 DYKEMAN,Inc. —————— I 2.The Architect s Instn-car of professional Service 13.For use on this project only.Obtain Architect's - _—_ ____ I written permission for any other use a reproduction. �_— ___— 4"1 V-0" MARK DATE DESCRIPTION f— 5 6/10/2016 Issued Building Permit b N N I N 11 I, III 073113 TYP. III II I 1 II II II II i Keynote Legend _ ------ ---——-———————— ----------------L-------------d _jL Key -_ � Value Keynote Text 11 �—� DRAFT STOP LOCATION r r PROJECT NUMBER: 1 2014-052 APPROVEDAPPROVED BY: 07 3113 ASPHALT SHINGLES 4 � I yr — —— —— — I _ PROJECT DIRECTOR: I Michael Stevens 077123 MANUFACTURED GUTTERS AND - D D PROJECT MANAGER: I Doug Hofius II li DOWNSPOUTS CHECKED BY: 089545 ROOF VENTILATORS L-__ J JOB CAPTAIN: eatailleBataille 089546 CHIMNEY EXHAUST -- I �1 'I II II I I1 11 111 I II I1 I 4 I I II _ I1 II 11 Ji �'�-=--=�1 � I II I q II II IIo 4 Buildings D, E and A Community Bldg Roof L — -- -�I - ------ ------- ------ -I I� Plan ------ ------------- TYP. WALLS BELOW(TVP.) Buildin D-Roo Plan D-6 °" ASI 001 Issued for Construction 1/6/2017 1 2 3 4 I 2 3 4. 5 D COLUMN .STRUCTURAL d COLUMN PER STRUCTURAL DYKEMAN REFLECTED CEILING PLAN COLUMN PER STRUCTURAL 089544 COLUMN PER STRUCTURAL GENERAL NOTES 089544 A. ALL GWB CEILINGS SCREW TO FLOOR JOIST MOUNTED A'E — RESILIENT CHANNELS,OR DIRECT SCREW TO ROOF TRUSSES ABOVE,UNLESS OTHERWISE NOTED. B. ALL CEILING AND SOFFIT HEIGHTS ARE FROM FINISHED FLOC. PROVIDE O�DE CONTINUOUS MEMBRANE AT RATED cep 425sssa1sl f=425.259..fi212 R UNLESS OTHERWISE NOTED. mmw.dymortnet a FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES ABOVE 1716 West Mari—Vim llrhve Weretb W�k' 9201-2o9s ALL SOFFITS AND LOWERED CEILINGS. D. SEE LEGEND THIS SHEET FOR CEILING TYPES. E. STRUCTURAL ELEMENTS ARE SHOWN FOR 08311 CONTRACTOR CONVENIENCE.REFER TO STRUCTURAL DRAWINGS FOR ACTUAL SIZE,LOCATION AND SPACING. F. REFER TO ELECTRICAL FOR LOCATIONS OF SMOKE _ ALARMS,EMERGENCY LIGHTING AND EXIT SIGNAGE G. REFER TO BUILDING SECTIONS AND ROOF PLANS FOR ROOF CONSTRUCTION ASSEMBLIES. H. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL INFORMATION. I. GWB CEILINGS TO BE INSTALLED PER D_.` �� Ducts TYP. MANUFACTURER'S REQUIREMENTS. J. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION 089544 - 089544 K. WHERE SOFFITS OCCUR ABOVE CASEWORK UPPER CABINETS,SOFFIT ELEVATIONS ARE PROVIDED FOR 095614 TYR REFERENCE.COORDINATE SOFFIT ELEVATION WITH CASEWORK AND REQUIRED VERTICAL CLEARANCES. , REFERENCE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. .I/ �8 0 OB 3717 083117 8 G 8 G 095614 TYP. Keynote Legend Key Value Keynote Text / 0ass4a 089544 1083117 ATTIC ACCESS PANEL.AND FRAME Park 77 COLUMN PER STRUCTURAL REFERENCE DESIGN-BUILD OS 9544 DUCT VENTS I ELECTRICAL LIGHTING PLANE 09 5614 5/8"GYPSUM CEILINGS ��Building A 3rd Floor Reflected Ceilin Plan FOR LIGHT FIXTURE LOCATIONS FOR WD Arlington A2 A3 A$ A7 Investments, L.L.C. COLUMN PER STRUCTURAL AT 20201 77th Avenue NE I I i i Arlington, WA COLUMN PER STRUCTURAL 089544 COLUMN PER STRUCTURAL ri B B This drawing is: 1.Copyright 2016 DYKEMAN Inc. A-D — — - 3.For this e Arch n s p j t only.Obta histrumvirt of fins sional Service. Arehitect writkatpennis,im,for any other use or reproduction. MARK .DATE DESCRIPTION COLUMN PERK STRUCTURA COLUMN PER STRUCTURAL I : : 5 6110,2016 Issued Building PermB A-C PROJECT NUMBBR: i 2014-052 —' — APPROVEDBY: 09 5814 TYP. PROJECT DIRECTOR Michael Stevens PROJECT MANAGER: Doug Hofius -- CHECKED BY: -- JOB CAPTAIN: Nathan Bataille j� 095614 TYP. 08 9544 g 0 i a 8 0 089544 Ducts TYP. Building A Reflected A q-A Ceiling Plans - 089544 08 9544 COLUMN PER STRUCTURAL AS 1001 REFERENCE DESIGN-BUILD ELECTRICAL LIGHTING PLANS FOR LIGHT FIXTURE LOCATIONS Issued for Construction Building A 1st&2nd Floor Reflected Ceiling Plan 1/6/2017 3 4 � 5 1 2 3 4 5 A B-5 B-4 B-3 :. B•2 B•1 8-0 B•5 B-4 B•3 B-2 B•1 B•0 COLUMN PER STRUCTURALDYKEMAN COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL COLUMN PER STRUCTURALq COLUMN PER STRUCTURAL 08 9544 08 9544 — — — —08 9544 — — 08 9544 \COLUMN PER STRUCTURAL _ - — — B.p — — — _ —..._ — — —_ — — B-D _ .. qk 425.239.9161 f 425.259.5242 wwwdykemun.net —• � 1718 Weet Madne Vlew Dive 1A'erett WA 98201 2098 COLUMN PER STRUCTURAL 80' 095814 TYP. f COLUMN PER STRUCTURAL „- ---- 09 5814 TYP. ' 0831i7 COLUMN PER STRUCTURAL 08 9544 1Ir-- f/ 08954 4 JTYP. L OB 4 TYP. e/ Ducts TYP, Ducts P. 083117 I 8 0 g,•0„ `(] 0895 4 TYP. .. 8-0 ...,. \. 095814 TYP. .. •; it _ C]� ry_p - -.... B•C I— —.__- — _ _._ - — _ B-C , 083117 ----- 089544 — I 08 3117 _ — — li � I BA t - - - I - -- - - -- - Park77 COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL 089544 COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL REFERENCE DESIGN-BUILD REFERENCE DESIGN-BUILD FOR ELECTRICAL LIGHTING PLANS ELECTRICAL LIGHTING PLANS Building B 2nd Floor Reflected Ceiling Plan FOR LIGHT FIXTURE LOCATIONS ��Building B 3rd Floor Reflected Ceiling Plan FOR LIGHT FIXTURE LOCATIONS WD Arlington L / 1/8" \� Investments, L.L.C. AT COLUMN PER STRUCTURA B-1 B-o Keynote Legend 20201 77th Avenue NE Key Value Keynote Text Arlington, WA COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL 089544 oe 954a 1083117 ATTIC ACCESS PANEL AND FRAME B D 1089544 1 DUCT VENTS n 1095614 5/8"GYPSUM CEILINGS B This Brewing is: ,f: 1.Copyright 2016 DYKEMAN,Inc. i G 2.The Architect's Instrument of Professional Service. IO, 3.For use on thi s project only.Obtain Architect's 8'•0" -- written permission for any other use w reproduction, e'•o' REFLECTED CEILING PLAN COLUMN PER/STRUCTURAL GENERAL NOTES / A. ALL GWB.CEILINGS SCREW TO FLOOR JOIST MOUNTED MARK DATE DESCRIPTION r RESILIENT CHANNELS,OR DIRECT SCREW TO ROOF 5 6/10/2016 Issued BuildingPermit ( 0 COLUMN PER STRUCTURAL TRUSSES ABOVE,UNLESS OTHERWISE NOTED. — // B. ALL CEILING AND SOFFIT HEIGHTS ARE FROM FINISHED FLOOR UNLESS OTHERWISE NOTED. (8 0"0" ° C. PROVIDE CONTINUOUS MEMBRANE AT RATED �8 p 09 5814 TYP. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES ABOVE ALL SOFFITS AND LOWERED CEILINGS. D. SEE LEGEND THIS SHEET FOR CEILING TYPES. 08 9544 E. STRUCTURAL ELEMENTS ARE SHOWN FOR OB 9644 I a-n' - CONTRACTOR CONVENIENCE,REFER TO STRUCTURAL DRAW5NG3 FOR ACTUAL SIZE,LOCATION AND SPACING. { 8 a 8 L Ducts TYP. F. REFER TO ELECTRICAL FOR LOCATIONS OF SMOKE ALARMS,EMERGENCY LIGHTING AND EXIT SIGNAGE. TYP. G. REFER TO BUILDING SECTIONS AND ROOF PLANS FOR PROJECT NUMBER; 12014-052 ROOF CONSTRUCTION ASSEMBLIES, APPROVED BY: -- -- — - -- ------- g.Q H. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL PROJECT DIRECTOR: Michael Stevens INFORMATION. PROJECTMANAGER: I Doug Hollus I. GWB CEILINGS TO BE INSTALLED PER CHECKED BY, MANUFACTURER'S REQUIREMENTS. JOB CAPTAIN: Nathan Sataille J. REFER TO FINISH SCHEDULE FOR ADDITIONAL ---- __ INFORMATION �i K BOVE CASEWORK UPPER CABINETS,S FF, HERE SOFFIT ITOCCUR ELE ATIONS ARE PROVIDED FOR IN �'i REFERENCE.COORDINATE SOFFIT ELEVATION WITH Ii r Dili CASEWORK AND REQUIRED VERTICAL CLEARANCES. REFERENCE INTERIOR ELEVATIONS FOR ADDITIONAL r A w J4W_____wi INFORMATION. Ir----- Ir----- _ _ _ B-B Building B Reflected r- - I I,II ,I Ceiling Plans — -- — — - I— - I — — — -- —IB-A COLUMN PER STRUCTIURAL COLUMN PER STRUCTURAL AS 1001 Issued for Building B 1st Floor Reflected Ceiling Plan ELECTRICALLREFERENCE LIIGHTIINGPILD LANS Construction 1/8"=i'•0" FOR LIGHT FIXTURE LOCATIONS 1/6/2017 2 3 4 5 2 3 4 C-13 C-11 Ge G7 C-6 G3 C-2 Gt D COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL DYK EMAN — - - - - - - - - - - - - - - - - L - - c-c REFLECTED CEILING PLAN GENERAL NOTES A. ALL GWB.CEILINGS SCREW TO FLOOR JOIST MOUNTED RESILIENT CHANNELS,OR DIRECT SCREW TO ROOF ' TRUSSES ABOVE,UNLESS OTHERWISE NOTED. _ B. ALL CEILING AND SOFFIT HEIGHTS ARE FROM FINISHED FLOOR UNLESS OTHERWISE NOTED. C. PROVIDE CONTINUOUS MEMBRANE AT RATED tel4z5.2ss.3tat ,fi42a.259.5292 rounadylcematcnet FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES ABOVE vt6 wear Marine wew lMve�Bverett,wA s82ot-lose ALL SOFFITS AND LOWERED CEILINGS. D. SEE LEGEND THIS SHEET FOR CEILING TYPES. COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL E. STRUCTURAL ELEMENTS ARE SHOWN FOR CONTRACTOR CONVENIENCE.REFER TO STRUCTURAL / DRAWINGS FOR ACTUAL SIZE,LOCATION AND SPACING. f F. REFER TO ELECTRICAL FOR LOCATIONS OF SMOKE ALARMS,EMERGENCY LIGHTING AND EXIT SIGNAGE ' G. REFER TO BUILDING SECTIONS AND ROOF PLANS FOR ROOF CONSTRUCTION ASSEMBLIES. H. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL 08 9544 F-0-8-9-64-4-1 INFORMATION. _ L GWB CEILINGS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION —Duds TYP. INFORMATION WHERE SOFFITS OCCUR ABOVE CASEWORK UPPER CABINETS,SOFFIT ELEVATIONS ARE PROVIDED FOR -- C 10` '! C 9' / REFERENCE.COORDINATE SOFFIT ELEVATION WITH G" - 096614 TYP. CASEWORK AND REQUIRED VERTICAL CLEARANCES. _ WO T DI Ca ' �"" '- "" �� — — — — — REFERENCE INTERIOR ELEVATIONS FOR ADDITIONAL — — INFORMATION. 095614 TYR 083117 _ 083117 — 083117 08 3117 Keynote Legend Key Value Keynote Text 1083117 IATTIC ACCESS PANEL AND FRAME — 1089544 DUCT VENTS — — 095614 5/8"GYPSUM CEILINGS • • COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL REFERENCE 77 ELECT LI I ELECTRICAL LIGHTING PLANS LD Park OB 9544 08 9544 FOR LIGHT FIXTURE LOCATIONS Building C 3rd Floor Reflected Ceiling Plan FOR WD Arlington C-13 G11 C-8 C-7 G6 G3 G2 C-1 Investments, L.L.C. COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL .1 � AT COLUMN PER STRUCTURAL 06 9544 08 9544 COLUMN PER STRUCTURAL 20201 77th Avenue NE I Arlington, WA IS B This III,: Copynght 2016 DYKEMAN,Inc. 2.The Architects Instnunent of Professional Service: {h COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL 3.For use on this project only.Obtain Architect's �o TYP. written permission for any other use or reproduction. COLUMN PER STRUCTURA COLUMN PER STRUCTURAL ------------ _ MARK DATE DESCRIPTION 5 6/10/2016 Issued Building Permd I_ 09 5614 TYP. _ - _089544 ;0 G - VB 0,. _ 38 G� iC5 � - 089544 _ - PROdP,CT NUMBER: {2014-052 Ducts TYP. APPROVP.D PROJECT DIRECTOR: Michael Steven s DauIt Hofius CHECKED BY: . JOB CAPTAIN: I Nathan Batallle „ - o II b'-0 NTH-0: A Building C Reflected A Ceiling Plans COLUMN PER STRUCTURAL COLUMN PER STRUCT RF'F LD ELECTRICAL LIGHTING PLANS OB 9544 089544 FOR LIGHT FIXTURE LOCATIONS —--- ASI 001 Building C 1st&2nd Floor Reflected Ceiling Ptan Issued for Construction 1/6/2017 I 2 3 4 _.—__—_—.. 1 2 3 4 5 D REFLECTED CEILING PLAN DYKEMAN GENERAL NOTES D-8 D•7 D•5 D-3 D-2 D-, A. ALL GWB.CEILINGS SCREW TO FLOOR JOIST MOUNTED RESILIENT CHANNELS OR DIRECT SCREW TO ROOF COLUMN PER STRUCTURAL TRUSSES ABOVE,UNLESS OTHERWISE NOTED. B. ALL CEILING AND SOFFIT HEIGHTS ARE FROM FINISHED FLOOR UNLESS OTHERWISE NOTED COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL C. PROVIDE CONTINUOUS MEMBRANE AT RATED ml:azs.zsester anuwdyAernm�.ner / ALL SOFFITS A AND ROOF/CEILING ASSEMBLIES ABOVE _ .f<x:42szes.a242 OB 9544 OB 9544 ALL SOFFITS AND LOWERED CEILINGS. ivte wnr Menne view nrroe 8�eren,wa Bezol-2888 y� D. SEE LEGEND THIS SHEET FOR CEILING TYPES. —} — — — - — — — — -- - -- - — — — D-D E. STRUCTURAL ELEMENTS ARE SHOWN FOR ... a CONTRACTOR CONVENIENCP.REFER TO STRUCTURAL DRAWINGS FOR ACTUAL SIZE,LOCATION AND SPACING. F. REFER TO ELECTRICAL FOR LOCATIONS OF SMOKE ALARMS,EMERGENCY LIGHTING AND EXIT SIGNAGE. _ G. REFER TO BUILDING SECTIONS AND ROOF PLANS FOR ROOF CONSTRUCTION ASSEMBLIES, H. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL 0„ .0 --0„ -- INFORMATION. 4„H, 0, Ott_3117 I 1 GB L NGS TO BE INSTALLED PER MANUFAIC URERS REQUIREMENTS. <421 0" '., �— ,---- -0" J. EFER TO FINISH SCHEDULE FOR ADDITIONAL OB 3117 K. WHERE SOFFITS OCCUR ABOVE CASEWORK UPPER _ CABINETS,SOFFIT ELEVATIONS ARE PROVIDED FOR COLUMN PER STRUCTURAL REFERENCE.COORDINATE SOFFIT ELEVATION WITH CASEWORK AND REQUIRED VERTICAL CLEARANCES. 089544 -_- r { f REFERENCE INTERIOR ELEVATIONS FOR ADDITIONAL 1 r INFORMATION. Ducts TYP, 8 0 095814 TYP.. C B'0 , 8.O W 096014 TYP. 8 Keynote Legend 083117 Key Value Keynote Text 089644 — 08 3117 ATTIC ACCESS PANEL AND FRAME 1089544 DUCT VENTS 8 m 09 5614 e e e oe Bs44 013117 ; 5l8"GYPSUM CEILINGS - Park 77 FOR OLUMN PER STRUCTURAL COLUMN PER STRUCTURAL OB 8544 REFERENCE DESIGN-BUILD W D Arlington ELECTRICAL LIGHTING PLANS Building D 3rd Floor Reflected CeilingPlan 41C D< FOR LIGHT FIXTURE LOCATIONS Investments, L.L.C. 2 Ire i ,-B„ AT 20201 77th Avenue NE o•e Da n D•3 D-2 D-, Arlington, WA YCOLUMN PER STRUCTURAL COLUMN PER STRUCTURAL— COLUMN 4 COLUMN PER STRUCTURAL PER STRUCTURAL 08 8544 This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architects written permission for any other use or reproduction. MARK DATE DESCRIPTION 5 6/10/2018 Issued Buildin Permit COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL Ducts TYP. 1 / B, 0 089544 ,'.8 0 PROJECTNUMBER: 12014-052 C.B 0 8 0 P APPROVED BY: PROJECT DIRECTOR: I Michael Stevens PROJECT MANAGER: I Doug HoBus 095614 TY 8 0 _ b0 CHECKED BY: - JOB CAPTAIN: I Nathan Batallle —_- _ u, 095814 TYP. x A x Building D Reflected A n x y�y II Ili ji—__ Ceiling Plans p i u np i ii ,h COLUMN PER STRUCTIURAL COLUMN PER STRUC IURAL ELECTRICAL LIGHTING PLANS Issued for REFERENCE DESIGN-BUILD I I FOR LIGHT FIXTURE LOCATIONS D-8 D-4 Construction � Building D 1st&2nd Floor Reflected Ceiling Plan ;18 1/6/2017 „a 1,-0„ 2 3 4 ___— I 2 3 4 D COLUMN PER STRUCTURAL REFLECTED CEILING PLAN DYKEMAN GENERAL NOTES A. ALL GWB.CEILINGS SCREW TO FLOOR JOIST MOUNTED RESILIENT CHANNELS,OR DIRECT SCREW TO ROOF COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL TRUSSES ABOVE,UNLESS OTHERWISE NOTED. B. ALL CEILING AND SOFFIT HEIGHTS ARE FROM FINISHED i FLOOR UNLESS OTHERWISE NOTED. J — — — -, — -- -- — ------ E•D C. PROVIDE CONTINUOUS MEMBRANE RATED 08 9544 ""- FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES ABOVE d ALL SOFFITS AND LOWERED CEILINGS. 7—s-7_7Z. sxa2D. SEELEGENDTHIS SHEET FOR CEILING TYPES. starie View Drive E•srett WA sszoi-2I198 E. STRUCTURAL ELEMENTS ARE SHOWN FOR CONTRACTOR CONVENIENCE.REFER TO STRUCTURAL 1 r' DRAWINGS FOR ACTUAL SITE,LOCATION AND SPACING. F. REFER TO ELECTRICAL FOR LOCATIONS OF SMOKE GENCY LIGHTING AND REFER TO BUILDING SECTIONS AND ROOIF PILANS FOR ROOF 8'•0" H. REFER C ON NT RIIOR ELEVATIONS TRUCTION E OR ADDITIONAL �qy�._p 4"/1'•0" INFORMATION. �� 8'•0' E I. GWB CEILINGS TO BE INSTALLED PER 08 3117 MANUFACTURER'S REQUIREMENTS. REFER TO FINISH SCHEDULE FOR ADDITIONAL R COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL J. INFORMATION / / I K. WHERE SOFFITS OCCUR ABOVE CASEWORK UPPER r f` Duets CABINETS,SOFFIT ELEVATIONS ARE PROVIDED FOR -- REFERENCE.COORDINATE SOFFIT ELEVATION WITH CASEWORK AND REQUIRED VERTICAL CLEARANCES. OB 9544 089644 REFERENCE INTERIOR ELEVATIONS FOR ADDITIONAL . INFORMATION. C — — 083117 ..._...... 083117 C Keynote Legend Key Value Keynote Text T 1083117 ATTIC ACCESS PANEL AND FRAME — - -- - - — - - - - - E•B 1089544 IDUCTVENTS - 1095614 5/8"GYPSUM CEILINGS Park 77 _. -- — — — E•A — OB 9544 089544 COLUMN PER STRUCTURAL REFERENCE DESIGN B PLANS ELECTRICALL FOR LIGHT FIXTURE LOCATIONS FOR (_,3'�Building E 3rd Floor Reflected Ceiling Plan WD Arlington Investments, L.L.C. Ail 20201 77th Avenue NE E-4 E•3 E•2 E•1 Arlington, WA COLUMN PER STRUCTURAL I I I I B COLUMN PER STRUCTURAL COLUMN PER STRUCTURAL B This drawing is: I.Copyright 2016 DYKEMAN,Inc. — — — — — — — — E•D 2.The Architect's Instr=ent of Professional Service. 3.For use on this project only,Obtain Architect's written permission for any other use or reproduction. I 7tyi MARK DATE DESCRIPTION 5 6/102016 Issued Building Permit 8'-0" COLUMN PER STRUCTURA COLUMN PER STRUCTURAL ✓ J PROJECTNL MBER: 1 2014.052 ddd - ddd APPROVED BY: PROJECT DIRECTOR:!8 0 PROJECT MANAGE Michael ens R: Doug Ho us ,."..� CHECKED BY: v JOB CAPTAIN: Nathan Bataills 3 9 e-e A I Building E Reflected A '�,, 5:9 Ceiling Plans • " Ir----- w ; III;; I AS 1001 I Issued for COLUMN PER STRUCTURAL REFERENCE DESIGN-BUILD ELECTRICAL LIGHTING PLANS Construction Building E 1st&2nd Floor Refl cted Ceiling Plan FOR LIGHT FIXTURE LOCATIONS 1/6/2017 I 2 3 4 5 1 2 3 4 5 D REFLECTED CEILING PLAN DYKEMAN GENERAL NOTES A. ALL GWB.CEILINGS SCREW TO FLOOR JOIST MOUNTED - RESILIENT CHANNELS,OR DIRECT SCREW TO ROOF ° TRUSSES ABOVE,UNLESS OTHERWISE NOTED. B. ALL CEILING AND SOFFIT HEIGHTS ARE FROM FINISHED FLOOR UNLESS OTHERWISE NOTED. C. PROVIDE CONTINUOUS MEMBRANE AT RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES ABOVE at:425.2ss.31s1 fac9u.2ssszaz uww.dykeman.uee ALL SOFFITS AND LOWERED CEILINGS, D. SEE LEGEND THIS SHEET FOR CEILING TYPES. 1716 wear Merine view p,.,,R Everett,wA se2olsose E. STRUCTURAL ELEMENTS ARE SHOWN FOR CONTRACTOR CONVENIENCE.REFER TO STRUCTURAL DRAWINGS FOR ACTUAL SIZE,LOCATION AND SPACING. F. REFER TO ELECTRICAL FOR LOCATIONS OF SMOKE - ALARMS,EMERGENCY LIGHTING AND EXIT SIGNAGE. G. REFER TO BUILDING SECTIONS AND ROOF PLANS FOR 8 0 ROOF CONSTRUCTION ASSEMBLIES H. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. I. GWB CEILINGS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. ° J. REFER TO FINISH SCHEDULE FOR ADDITIONAL 8 0; INFORMATION 'y K. WHERE SOFFITS OCCUR ABOVE CASEWORK UPPER ` CABINETS,SOFFIT ELEVATIONS ARE PROVIDED FOR ---- _ J REFERENCE.COORDINATE SOFFIT ELEVATION WITH CASEWORK AND REQUIRED VERTICAL CLEARANCES. 8 E REFERENCE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. C 083117Li _ C Keynote Legend Key Value Keynote Text 061500 WOOD DECKING • • 064014 TRELLIS — - 077123 DOWNSPOUTS MANUFACTURED GUTTERS AND Park 77 083117 ATTIC ACCESS PANEL AND FRAME Community Building 2nd Floor Reflected Ceiling FOR 0640,4 �Wl WD Arlington Plan Investments, L.L.C. 06401a AT 07712320201 77th Avenue NE TYP. II p Arlington, WA I II V F ,`1 A-P s- ==__ mQQ �QQ 11 1 IT I i L= m q LPL= Lghting Alterations,Renovations&Buzldz 9Addz6ons III II II II Ii ��-- I �14 I B ...,-� o�:« O scene 0 a�1 i� EE EE � __ T rl�Ill IT i I L J - �[.� —, B eQQ �QQ This drawing i, 1.CopIght 2016 DYKFMAN,Inc. 2.The Ah tt:I slrwnent of Professional Service. EE EE QQ „BB=,' QQ UL Lighting Fixture Schedule 3.Fontnp—issio,for any or other use reproduction.p project only. M Au wea L wain a nnn as GQ Type Mark Manufacturer Volts/Wads Lamps Type Comments swa.ra. w.a.rP Ma nfl 1.•aea'=arcn AA AA , Lo U. AA Eureka Silene Series Double 8.0 W LED Wall Mounted Vanity Light MARK DATE DESCRIPTION a.M z3 oo xaaa .rt x,x r°a AA AA ' ' "QQ QQ °'Qq ;qQ �QQ Sconce 5 6/10/2016 Issued Building Peond BB Light Art LA 2 Series LED Oval Suspended 6 Watts/Foot EE CREE-LN4-34L-35K 22.0 W LED Suspended Linear 4'LED `QC) QQ LL Lithonia LBL-4 Series 27.0 W LED Surface Mounted LED Industrial Wrap «n �OQ �QQ °aQ QQ Around :. zz RR QQ CREE CR6 Series 12.0 W LED 6"LED Can Recessed ••ro,.•«,�.,ar..°.�".a�.ae.•a•x•�,ruw.°�.,,,°°xw,a� � , CRR RR Possini Euro Strada 5.0 W LED Decorative Pendant LED P eaea a nna waea a zz ZZ CREE CR4 Series 9.5 W LED W LED Can Recessed mica. r C g �EE EE rEE-_ E �' EE EE P.�-.a • RR ., QQ QQ. t-- PROJECT NUMBER: 2014-052 «ma; oe..nw«r• APPROVED BY: xa RR PROJECT DIRECTOR: Michael Stevens •v,w. xoun.., xx aea •e„. wow,.,.„a a n ez 1 PROTECT MANAGER I Doug Hofus sx sza - aaww ow.aw > zo xa --EE�EE�— `EEC—t�� ,EEC E�EJ ': CHP.CKED BY: I �QQ - �QQ mOQ . JOB CAPTAIN: Nathan Bataille raa�wseaw �EE EE EE EE A . .n..« Community Building A _ Reflected Ceiling Plans Interior Ligh ing Power Allowance COMPLIES Community Building 1st Floor Reflected Ceiling Plan l 2 3 4 5 — — — _ OF RO _ _ _ _ _ _ _ �P42'-9"O� D Building Paint Scheme Schedule Paint Scheme Legend o Building# Paint Scheme p PT3 1 DYKEMAN - + Paint Scheme A Paint Scheme B 2 Callout Material Color Callout Material Color PTi Lap PTi.-. Lap - 4 PT2 Panel PT2 Panel —:-----. PT3 Trim&Fascia PT3 Trim&Fascia 11 S PT4 W ndow&Door PT4 Wndow&Door - _ -- �I i l Ile Wen Marine View4DcNe Everett WA 98201 2os CMU CMU CMU CMU 1a1:425.289.a16 5.259.5242 ur„< 1 B 8 - PT3 r {� and FLOOR 8 Paint Scheme C Paint Scheme D ._.. �_ _. _ -_ ....- _ _ _ _ — — — 18'--10 114 _. _ ,.T - - _..a� _ Callout Materiel Color callout Material Color _ PTi Lap PTi Lap11 : J ,o PT4 1^��ill Y PT2 Panel PT2 Panel 12 PT2 13 PT3 Trim&Fascia PT3 Trim&Fascia - ' 2nd FLOOR _ — — PT4 Window&Door PT4 Wndow&Door PT3 14 - CMU CMU CMU CMU 1s - 16 yi 17 GROUND FL00 PT2 C P � 4 Building A-Elevation 4 081500 C - ` 0 4 8 16 \ c NOTE:See 1/A2.10 For Notes In Common TOP OF ROOF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ All 42'•B" -" — — — — — — TOP OF ROOF 42'•9" Park 77 m n FOR _ _ _ _ _ WD Arlington 3rd FLOOR PT3 I _3rtl FLOOR �. 19'-,ova^ PT� — — 19'-101/4" �Bim(TYP.) PT� Investments, L.L.C. A_.1 Sim( AT 20201 77th Avenue NE _2ndlL!_O A8.25 --_ ��1i�' I I ' (. PT3 - Arlington, WA iI _._ _ 2nd FLOOR OB 9b44 _,. f -- i 1/8" 7 PT3 PT4 PT3 PT2 GROUND FLOOR PT3 _; 1.Copy fight 20: _ _ _ GROUND FLOOR t,Copyright 2016 DYKEMAN,Inc. Buildin A- Elevation 2 PTzJ 280125 2.TheA chuea's lnstrumem of Professionate'ts e. g _ 3 Building A-Elevation 3 3.For use on this project only.Obtain Architect's 1/8"=V-0 ill..1.4. written permission for any other use or reproduction. 0' 4' 8' 16' 0' 4' 8' 16' NOTE:See 1/A2.10 For Notes In Common NOTE:See 1/A2.10 For Notes In Common 07.3113 077123 MARK DATE DESCRIPTION TOP OF ROOF 1 11/20/2015 CUP Submittal 42'-8" 2 12/17/2015 Design Revlaw Submittal 3 1/14/2016 Pricing Package 4 2/19/2016 Updated Pricing 5 6/10/2016 Issued Building Permit Keynote Legend Key Value Keynote Text - - PROJECT NUMBER: 1 2014-052 05 5113 METAL PAN STAIRS - o745zs _ APPROVED BY: 0$$200METAL RAILINGS - LL_ PROJECT DIRECTOR: Michael Stevens 061500 WOOD DECKING PT4 -- 085313 _PROJECT MANAGER: 1 Doug Hoflua 073113 ASPHALT SHINGLES = I llll _- CF�.CKED BY 1 074628 FIBER CEMENT PANEL SIDING LOOR 074647 FIBER-CEMENT LAP SIDING JOB CAPTAIN: Nathan Bataine 1 3 d F = 18'-10 il4" 077123 MANUFACTURDOWNSPOUTSED GUTTERS AND PT1 t 11 ;a ED TFIII {I I osszoo A 085313 VINYL WINDOWS I 07 4847 A Blmayp, _ _ _ Building A Elevations _ C2 _ Ind FLOOR 1260125 ELECTRICAL PANEL BANK PT2 Ab.,s 08 9544 DUCT VENTS iL E OS 9545 ROOF VENTILATORS .._J. _� .. 077123 ag ut�_ lull, —_ - _ _ GROUNDFLOOR�1, ASI 001 F 05 51113 08 9544 ] �T Buildin A- Elevation 1 Issued for ,/5°•+'.9" --- - - MConstruction ' 0 4' 8' 16' 1/6/2017 1 2 3 4 5 -- - J. 2 3 4 5 ., ...�.- x• ..,_ . ,._ v.. •w+ _ - - _ _ OP OF ROOF Building Paint — — - - = ° Scheme Schedule Paint Scheme Legend - Bs ssas Building# Paint Scheme# DYKEMAN "; �'-- - - -• - - �t Paint Scheme A Paint Scheme 6 PT1 ,✓� �- _ _- _ - -- �: - Callout Material Color Callout Material Color - �r z — PT1 Lap PTi Lisp - 3 -- 4 PT2 Panel PT2 Panel PT3 - _ - PT3 Trim 8 Fascia PT3 Trim&Fascia _ III r 5 _ PT4 Window&Door Pi Window&Door - II r - -, ;II�� - - ,. ,. `T{ 1. rek 42525sss, f 4z3R59.5u2 —dykereon- �. 6 CMU cmu cMu CMu PT2 newesrMadaevl� Even oJ2 I Ddve WA 982 -098 6 IL PT3 I I.VI tg * I IjI sb FLOOR Paint Scheme C Paint Scheme D _ 10 - Callout Material Color Callout Material Color PTi Lap M 1�i I !-i 'I �� PT2 Panel a �tz --� 'I�;'� I^ Z� :. '8+J. nTriLi� r ' II Ill I�t:l 1 Sll i3 PT3 Trim&Fascia i Ii � I ' .°; 9I li 2nd FLOOR 1a PT4 Window&Door _ - _CMU CMU 7777� t 9'-111/8' 17 I I � I GROUND FLOOR PT21 PT3 os,so6 4 Budding B-Elevation 4 c 0 4' 8' 18 c 1 NOTE:See 1/A2.11 For Notes In Common _ _ _ _ _ _ _ - - _ - _ _._ - _ _ _ _ _ . . _ _ _ _ _ _ _ _ _ TOP OF ROOR - - - - - _ _ _ _ - _ _ _ - - _ - _ - _ _ _ _ - _ _ - _ _ TOP OF ROOK 42--11" T2'-i V PT3 _ 1' PT3 tl _ - - ar 77 c2 (TYP) — C2 (TYP) - Arlington II r{9.1' I = _ _ _3rd FLOOR `= I{3, /'lrlingt0n WD 18'.-10 t/4" _ - _ 3rd9 FLOOR 4 U �- � _ __ PT2 Investments, L.L.C. PT2 - i I I - _ PT1 20201 77th Avenue NE �i. y — t Arlington,WA 1 2nd FLOOR — , PT2 1 2nd FLOOR 9'-11 1/8" -- - - - - - PT4 - I _ I B PT4 PT3 1 4 B - PT4 - -- LL ROUND FLOG PT3 GROUND FLOOR 1.Copyright 2016 DY cril o I Budding B-Elevation 2 089544 PT2 PT2 260125 _. 2.The 1 or hi,1 a t Obtain sionalArchitect's Service. L 118".V-0" 3 Building B-Elevation 3 - 3.Fn th project myonly.other Architects 10Mwrrte.n pc�misswn for any other use�reproduction. i!8"=i'A" 0' 4' 8' 16' 0, 4' 8' 16, NOTE:See l/A2.11 For Notes In Common NOTE:See l/A2.11 For Notes In Common MARK DATE DESCRIPTION 089544 073113 077723 1 1IM2015 CUP Submittal __ TOP OF ROOK 2 12/172015 Design Review Submittal _ 42'-11" 3 1/142016 Pricing Package - - _ 4 2/182016 Updated Pricing 5 6/102016 Issued BuildingPermh \Sm(Typ) 4 rC2 1 Keynote Legend Key Value Keynote Text = - PRon c I Nurv1BER: zola osz y APPROVCD BY: 05 5113 METAL PAN STAIRS - IEE _ PRaI c 1 Di l cic R: L Michael Stevens - II PROJECT MANAGER: Doug Hofiu6 061500 WOOD DECKING cIIECKI D BY: s JOB CAPTAIN. Nathan eatallle 073113 ASPHALT SHINGLES - 07 4626 FIBER CEMENT PANEL SIDING = I and FLOOR dk 074647 FIBER-CEMENT LAP SIDING A 077123 DOWNSPOUTS MANUFACTURED GUTTERS AND PT4 --� �I,- I h� I� �� 085313 VINYL WINDOWS J ! —�I� 1 A 08 5313 089544 DUCT VENTS 089545 ROOF VENTILATORS — Building B Elevations t i +y - 2nd Fi008 �� - _ • 260125 ELECTRICAL PANEL BANK 07 712a F1 AS 1001 � GROUND FLOOR Issued for Buildin B-Elevation 1 PTz PT3 055„3 Construction 1 i 1/6/2017 tra^-ro^ 0. 4 8 6 1 2 3 4 5 — — — — — — — — — — — — — _ _ _ _ — — — — — — — _ _ — — RO TOP OF OF t0 0 42'-3" D Building Paint Scheme Schedule = Building# Paint Scheme# - 1 PT3 _ 3 =: n 4 - `�.. - ref 425 L 4- I 925.258.524L n A net 6 5 r F •; LL h {�� ,I �I rt ,^" 17IB West Marina Vlew Ur�w EOerctt,WA 88201-209a r 7 I yil1WIFE] .1rdfi-COR 9 PT4 _, - -._ "- _— 1/4 P 710 �T LIT IL—E.., �� ' T Pf-T 1 12 Mimi 13 2nd FLOOR 14ULIL 15 LT4 16 - PT1 17 GROUND FLOOR 4 Buildin C-Elevation 4 PT2 C 0' 4' 8' 16 C �' NOTE.See 1/A2.12 For Notes In Common — — — — — — — — _ — — —TOP OF ROOF t•', — — — — — — — — — — — — — — — 42'-3"-7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — TOP OF ROOF c Paint Scheme Legend ___ v r • Paint Scheme A Paint Scheme B PT3 Park 77 Callout Material Color Callout Material Color PTi Lap PTi Lap -- PT2 Panel PT2 Panel PT4 s;c, Simfryp) �2 FOR PT3 Tdm 8 Feada PT3 Trim 8 Fascia — I1yp) Aa 1 E PT4 Window 8 Daor PT4 Window 8 Door sY' 3rd FLOOR - 3rd Arlington - - - - - - FLOOR W D CMU CMU CIVIL! CMU PT2 - U Y Investments, L.L.C. PT4 PT4 AT Point Scheme Point Scheme _ f� 20201 77th Avenue NE Callout Material Color Callout Material Color .._ _ - - � � PT2 I� --- k PT2 2ndFLooR fill Arlington, WA _ 2nd FLOOR PT1 Lap PTi Lap - ..PTZ d PT2 Panel PT2 Panel PT3 8'•11 1/8" PT1 _ PT3 Tdm 8 Faecla PT3 Trim 8 Fascia PT4 WindowB Door PT4 WindowB Door I' ''. CMU CMU CIVIL) CMU �— � � I '. y B Building C Elevation L� .GROUNQJFLROOR _ _ _ Thispyright is: -- GROUND FLOOR , I.Copyright 20I5 DYKbMAN,Inc. OB 9544 26 0125 2.The Architects Instrument of Professional Service. r� - VatlOn 2 Building C-Elevation 3 3.Foruseonthisprojectonly.Obtain Architect's 1/8'=1'-0" v 1/B=:1'.0" - ------ --_- - — written permission for any other use or reproduction. 0' 4' 8' 16, 0' 4' 8' 16' NOTE:See 1/A2.12 For Notes In Common NOTE:See 1/A2.12 For Notes In Common 08 9544 MARK DATE DESCRIPTION -- 1 11I20/2015 3 1 CUP Submittal 07 3113 — — — — — — TOP OF ROOF 2 12117/2015 Design Review Submittal — — — 42'--3'- 14/2015 Pricing Package -- 4 2/19l2018 `Rioted Pdcin 077123 5 6/10,2011, laeued Buildin Permit PROJECT Keynote Legend ArpRovEDNummBx: 2014-052 Key Value Keynote Text 77� PROJBCT DIRECTOR: Michael Stevens PROJECT MANAGER: Doug Hofius CHECKED BY:O55113 METAL PAN STAIRS - SimIEi JOB CAFTAN; Nathan Balaille (TYPO _ OS 5200 METAL RAILINGS -- --J _ _ _ and FLOCR -101 073113 ASPHALT SHINGLES 074626 F BER CEMENT PANEL SIDING 1 {I) Ae.1s PT1 -, 074647 FIBER-CEMENT LAP SIDING A ID-,I ,. —— l — 074828 A 077123 MANUFACTURED GUTTERS AND Building C Elevations DOWNSPOUTS _ 2nd FLOOR 08 5313 VINYL WINDOWS PT2 y - - Cola 089544 DUCT VENTS �LJ m ae47 089545 ROOF VENTILATORS 260125 ELECTRICAL PANEL BANK - os s31a --------- PT4 --_ GROUND R 1 Building C-Elevation 1 PT3] -- lse113 - Issued for Construction 1/6/2017 1 2 3 4 2 3 4 5 08 9545 I... 08 9545 1 TOP OF ROOK D 42'-2" Building Paint e _„„,r <, • w _._,_. Scheme ScheduleAN - Building# Paint Scheme# 4 M:425.2593IB11 fm425.259.5292 mrom dykemmr.ner a vlsw rModne view Jlrive tWeren,we 9e201-20se PT3 7illl� 6 PT3 �'YI 'I - II !(1 - - -,ovaAll 3M FLOOR 9 PT1 I Ur 19 II - �� II I i'� I� y — �11 I f a ,aa i d� IA{j� 'J.—.� - O 1z . PT2 I P t Il ill Ilt�ll - �t � pJnI I i 1 .� 13 2 M FLOR 14 - ] 1. 06 1500 16 _ PT4 - x t .� + r .. 1 — - — — GROUND FLOOR - Buildin D-Elevation 4 +a C A - 0' 4' 8' 16' NOTE:See 1/A2.13 For Notes In Common - - — — — - - -- — - - — — — - - - - — — - - —TOP OF ROOK TOP — — — — — — — — — — - — - .21F � F2-— — — — — — — — — — — — — — — — — — — — _ — — — — — _ _ — _ — — __4 — 5 BOOR 2' " Paint Scheme Legend - _ • Paint Scheme A Paint Scheme B • _ -� — _ PT3 _ _ Callout Material Color Callout Material Cobr -- - = PT3 -- :S `'-t' ' Park rk 77 PT1 L. PTt LaP — PT2 — = =� PT2 Panel Pi Panel — - - - PT3 Trim 8 Fascia PT3 Tdm&Fasca PT4 - -- - - PT4 FOR Pi Window&Door PT4 Window&Door !i ;T^" C2 YP — — D Arlington CMU CMU CMU CMU m) 11 j9 101%4 Investments, L.L.C. li PT3 _ — 19'-1ov+^ PT2 _ 3rd FLOOR W . Paint Scheme C Paint Scheme o PT1 I— I`- Lit AT 0 AT Callcut Material Color Callout Material Color *- '; ' " _ J�, — 20201 77th Avenue NE PT, Lap PT, LaP -� i — ArlingtOn, WA �jl - Pi Panel Pi Panel (�"1 ----� 2nd_FLO_OR PT1 — 2nLO d FOR ilk Pi Trim&Fascia Pi Trim&Fascia - � _ ,_ - 9' PT4 Window&Door PT4 Wlndaw&Door - - — —1 B CMU CMU S q, yc- ti i This drawmg is: GROUND FLOOR B -- � r•4: " 1.Copyright 2016 DYKEMAN,Inc. - — — '� — — OROUNO FLOOR 2.The Architect's Instrument ofPmfssional Service. 1. ... ti 28 0t25 3.For use on this project only.Obtain Architects Building D-Elevatton 2 ennu (��il��ng D-Elevation 3 writtenpem,iss,onformyotherr,seorrePmdneriea. - -- - 0' 4' 8' 16' NOTE:See 1/A2.13 For Notes In Common NOTE:See 1/A2.13 For Notes In Common MARK DATE DESCRIPTION 1 11/20/2015 CUP Submittal 08 9544 07 3113 07 7123 R Submittal OP OF Soop � 3 1/14/2016 Pricing Package 5 _ 1 T ri 4 2/192016 U dated Pndn 5 6/10/2016 Issued Buildin Permit — \Slm(TYPJ - Keynote Legend c2 Key Value Keynote Text - - A515 j �:7 - -- _ - •.• ,�;,,:� PROJECT NUMBER: 12014-052 055113 METAL PAN STAIRS PT2 APPROVED BY: I 055200 METAL RAILINGS PROJECT DIRECTOR: Michael Stevens —" _ —' PROJECT MANAGER: I Doug Hofius 06 1500 WOOD DECKING _: - 074647 CHECKED BY: 073113 ASPHALT SHINGLES s JOB CAPTAIN: ..than 074626 FIBER CEMENT PANEL SIDING - PI �� Bataine 074 647 FIBER-CEMENT LAP SIDING — _ _ - 3rd FLOOR Ilk 077123 MANUFACTURED GUTTERS AND = - 19 10 v4 DOWNSPOUTS - — } 1 P - Ip� A 1089544 DUCT VENTS PT4 - 089545 ROOF VENTILATORS -'!I - 'r _ - i = A L—LI26 0125 ��E Building D Elevations ELECTRICAL PANEL BANK aFLooR glL� NT7 -- cMu ASu 00 GROUNDFE OORh Issued for Buildin D-Elevation 1 PT3 955„3 —� Construction 1/6/2017 0' 4' 8' 16' l 2 4 5 t 2 3 I a 5 07 7123 08 9545 OP OF ROOF D , Building Paint - --- — - „ Y T F Scheme Schedule Paint Scheme Legend DYKEMAN Building# Paint Scheme# 1 Paint Scheme A Paint Scheme B Callout Material Color Callout Material Color 2 _PT1 Lap PT1 Lap 3 PT2 Panel PT2 Panel 4 _ PT3 Trim&Fascia PT3 Trim&Fascia l. 6' it rexau.25sstst jaeazs.z5eszaz www.dykeman.ner 6 °.-./° ° 1 1716 Wes[Ma[Ino View Drive Ev¢rer[WA 98201-2098 PT4 Window&Door PT4 Window&Door 8 CMU CMU CMU CMU - -- 6 _ ,-- � _ - 3rd FLOOR R I L ! l l r c 9 Paint scheme c Paint scheme D PT1 y 1 - -I m I 11. PT2 Panel PT2 Panel _ J —_- PT3 Callout Material Color Callout Material Color � I PT, Lap PT7. Lap PT4 12 PT2 t I i! �� 14 II hilt sffi f Ill" 3 PT3 Trim 8 Fasaa PT3 Trim&Fasaa I „ _ — — —t _ .2nd FLOOR PT4 Window&Door PT4 W ndow&Door CMU _ _ 9'.-11 7/8" 15 CMU CMU CMU CMU - ��`� _ _. ] :T _ �. _. - 16 FI Law: �_ iRi __.... GROUND FLOOR . . . ..may. �. .. Buildin E-Elevation 4 t500 4 - - - -- 0' 4' 81 1'6' NOTE:See 1/A2.14 For Notes In Common - — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 42—a 11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — —2-4 — TOP OF ROOF TOP OF ROOF 4 I PT3 �x r Park 77 _ -- PT4 PT3 PT1 G x I FOR - W D Arlington n 'f I 3d FLOOR 19'PT3 _10 3rd 9_LO-OR 101/4" Investments, L.L.C. AT PTz rI �I PTz h PT3 20201 77th Avenue NE - I„i,l;l: Arlington, . I nton AW 2nd FLOOR PT2 2nd FLOOR PT4 B A - r�� — I : : I I� B Plantings �• "''`;"" r ,;. _ 'I CMU - i"'' r This drawing is: I' — — GROUND FLOOR — GROUND FLOOR 1.Copynght 2016 DYKEMAN,inc. — 2.The Architect's lnstnunent of Professional Service. 26 0125 3.For use on this project only.Obtain Architect's 2 Building E-Elevation 2 3 Building E-Elevation 3 wriden permission for my other use orreprodaetion. 0' 4' 8' 16' 0' 4' 8' 16' NOTE:See 1/A2.14 For Notes In Common NOTE:See 1/A2.14 For Notes In Common MARK DATE DESCRIPTION 07 7123 05 5200 07 3113 1 11/20/2015 CUP Submittal -.. — — — — — — —TOP OF ROOK 2 12/17/2015 Design Review Submittal 3 1/14/2018 Pricing Package � _ - � - c 4 2/19/2016 Updated Pricin 5 6 tn2o,6 Issued Building Permit Keynote Legend Key Value Keynote Text - 04 2200.13 CONCRETE UNIT VENEER MASONRY OS 5113 METAL PAN STAIRS =i ,-.. -- -= PROJECT HIIMBER: 12014-052 05 5200 METAL RAILINGS APPROVED BY: I — ofi ss4a PROJECT DiREcTOR: I Michael Stevens 061500 WOOD DECKING — r II PROJECT MANAGER I Doug Hotlus 07 3113 ASPHALT SHINGLES 077123 CHECKED BY: 1 074626 FIBER CEMENT PANEL SIDING JOB CAPTAIN: Nathan eatai9e LL LJ 074647 FIBER-CEMENT LAP SIDING C2 SIm(Typ) r_ _3M_FLOOR_ 077123 MANUFACTURED GUTTERS AND n6 s p _ DOWNSPOUTS - PT2 , 1, � os szoo 08 9544 DUCT VENTS - # * a A 089545 ROOF VENTILATORSIL JLJII _ _ 070126 260125 ELECTRICAL PANEL BANK = - Building E Elevations PT1 — 2nd FLOOR -f -� __.. - - - - - - Ik- cnnu - LL AS 1001 GROUNDFLOOR Issued for Building E-Elevation 1 PT3 g55„3NMI Construction 0' 4' 8' 16' 1/6/2017 2 3 1 2 _q 5 __. _ ._ Oa 9548 - 08 8545� yy D OP O 3R00)F T AN Building Paint PT3 Scheme Schedule Paint Scheme Legend Building# Paint Scheme# - Paint Scheme A Paint Scheme B 1 PT3 Callout Material Color Callout Material Color r = 055200 z — -- PT2 3 PT1 Lap PT1 Lop i Jk k k v - - - led 425.259.9181 fhF425.2aa.3242 Wwwdybmnn.nee 4 PT2 Panel gPT4 Panel C1� i _ OB 1500 1716 welt Marine View Drive LWerett,WA 99201-208a PT3 Tdm&Fascia Trim&Fascia ' c&4014 gs s2o0 8 PT4 Window&Door Window&Door PT4 I I� I I' 083700 -- OB 3700 ._. CMU CMU CMU - — _ _ 2nd FLOOR 7 PT3--- — 12' Paint Scheme C Paint Scheme D_ 8 Callout Material Color Callout Material Color sum 12 - PT2 Panel PT2 Panel CMU \\ r " _I,� � I —T 11 - i9a 13 PT3 TN.8 Fascia PT3 Trim 8 Fascia • '�' •` ' __ _ _ _ GROUND- -IT- PT4 Window&Door PT4 Window&Door 14 Communit Bulldln -4 15 CMU CMU CMU CMU y g le 0' 4' 8' 16, 17 NOTE:See 1/A2.12 For Notes In Common c C — — — — — — — — — — — — — _ _ — _ _ _ — — — TOP OFROOF — — — — _ — _ — — — _ — _ — — — _ — — — _ — — — TOP OF R00 �. 33'11" — — 33'11" {PT3 Park 77 iPT3j PT3 _.._ PT3 --_ , 1-089544 LPT1 FOR PT4 \( PT4 WD Arlington _ Investments, L.L.C. PT2 � +T^ 7I k 1, F l f j � i •. 2nd FLOOR -'- 2nd FLOOR A.I. 12' 20201 77th Avenue NE CMU 1911�9�( a'II'�iIIIIIL�I PT3 Arlington, WA 1 k 1 � 9 Plantings II PT3 I i It GROUNDFLOOR H Community Building-2 3 CommunityBuilding-3 1.Copyright iht is: g J,Copyright 2015 DYxEMAN,Inc. \-� 1/8"=1'-0" 2.The Architect's Insuvment of Professional Sernce. 0' 4' $' 16, �' 4' $' 16, 3.For use on this project only.Obtain Architect's written permission for my other use or reproduction. NOTE:See 1/A2.12 For Notes In Common NOTE:See 1/A2.12 For Notes In Common MARK DATE DESCRIPTION 1 11/20/2015 CUP Submittal 2 12/17/2015 Design Review Submittal 3 1/14/2018 Pricing Package 4 2/1912018 Updated Pricing Keynote Legend F 07 1123 07 3113 5 6/10/2018 Issued Buildin Permit (— _. .J 7 10/19no1e PRooz Key Value Keynote Text _ _ — — — — —TOP OF FLOG_h —_ 33'11"E+ 04 22 00.A1 055113 METAL PAN STAIRS . .r.... PT3 PROJECT NUMBER: 12014-052 y - PT1 APPROVED BY: „ ,I PROJECT DIRECTOR: Michael Stevens 061500 WOOD DECKING 0500 METAL RAILINGS PROJECT MANAGER: Doug Hogue 064014 TRELLIS C2 L - o7a547 cxecxEDev. p> 073113 ASPHALT SHINGLES As.is �" JOB CAPTAIN: Nathan Ssi (iy — 07 4626 FIBER CEMENT PANEL SIDING $_ 074847 FIBER-CEMENT LAP SIDING "Ei 07 3113 077123 MANUFACTURED GUTTERS AND si PT4 D1 m A8_14 7 -T DOWNSPOUTS c1 7 A8.14 7 A 2nd FLOOR os 370o GARAGE DOORS* _ � r r , , a - - - 12. —�-• Community Building A 08 9544 DUCT VENTS PT2 EI2VatIOnS 089545 ROOF VENTILATORS ,089546 ICHIMNEY EXHAUST 055200 ,I - 07 4828 1 X4 CEDAR FENCE CMU �� ROUND FLOOR �l. Community Building- 1 „ 0' 4' 8' 16, l 2 3 4 5 I 2 3 4 3 D 7.. STANDING SEAM IM125.21%11fi1 f:425.259.5242 www.dykeman— METAL ROOF OVER 1716 West Medna View Drtve Svetetu WA 9e201-2099 3/4"T&G PLYWOOD 3X6 0 24"O.C.(TYP.) C C BARBECUE Central Shelter-Elevation 3 Central Shelter-Section 1/4,�•1.0, i14•1,.0. Park 77 STANDING SEAM FOR METAL ROOF OVER Cal Sim WD Arlington Sim 3/4"T&G PLYWOOD, A8.14 at 3X6 Q 24"O.C.(JYP.) AS.14 _. Investments, L.L.C. _ AT — 20201 77th Avenue NE -- Arlington, WA b B m Sim F1 Sim B Fi A8.14 A8.,4 This drawing is: 1.Copyright 2016 DYKEMAN,Inc. _L...__-T-' -. 2.The Arohiteds Instrument of Professional Service. 3.For use on this project only.Obtain Architect's Uwritten permission for any other use or reproduction. MARK DATE DESCRIPTION Central Shelter-Elevation 4 Central Shelter-Elevation 2 5 8/10/2018 Issued Bulldl^aPermit .Z 7 IW19Y2016 PR 002 -- STANDING SEAM METAL ROOF OVER PROJECT NUMBER: 1 2014.052 3/4"T&G PLYWOOD,3X6 a 24"O.C.(TYP) APPROVED BY: PROJECT DIRECTOR: Michael Stevens PROJECT MANAGER: Doug Holius CHECKED BY: 1 JOB CAPTAIN: Nathan Betallle A Central Shelter A Elevations ASI 001 Issued for Construction Central Shelter-Elevation 1 1/6/2017 1l4"• 0" 1 2 3 4 3 I 2 3 4 5 D 7 DYKEMAN STANDING SEAM METAL ROOF OVER 3/4"T&G PLYWOOD, 3X6®24"O.C.(TYP J BEAM PER STRUCTURAL re6 nzs.zsss3e3 yar:4zs.zse 5z4z ,.n,e ,.,,er _ ____ t=:---_ 37I8 West Me[Ine Vtew Drive Htmratt,WA 9a2o1 Rosa BEAM PER STRUCTURAL-- — - TRELLIS 16"HIGH CMU BENCH WITH CONTINUOUS 2° CONCRETE CAP PRECASTTOP ---- outh Shelter-Elevation 3 D `' 1'4 1`0" South Shelter-Section D 8'-212" STANDING SEAM Sim G1 METALROOFOVER A8,14 ••e 3W'T&G PLYWOOD, 3X6 24"O.C.(TYPJ- Park 77 ` FOR WD Arlington Investments, L.L.C. 5 AT 20201 77th Avenue NE Arlington, WA B 3-0 F1 SI This drawing is South Shelter-Elevation 2 1.Copyright 2016DYKEMAN'Inc. 2.The Architect's Instrument of Professional Service. For use on this project only.Obtain Amhitecfs South Shelter---Elevation 4 ` 1'4"=1'0" 3.written pentrission for any other use orrc roduction. MARK DATE DESCRIPTION 5 6/102016 Issued Building Permit _ 7 10/19/2016 PR 002 3X6 U,2 O.C. _ _ - PROJECT NUMBER 2014-052 APPROVED BY: PROJECTDIRECTOR: Michael Stevens PROJECT MANAGER: I Doug Hogue CHECKED BY: JOB CAPTAIN: Nathan Betallls South Shelter Elevations ASI 001 Issued for Constructio South Shelter-Elevation 1 1/6/2017 1 1 2 3 4 5 1 2 3 4 5 D 7 DYKEMAN LL- --_ bL 4e5:'.:��Ls181 f¢c 429299.9242 www.dykeman.ner Sim r I918 wisl Marine View IMvo Lhreroµ WA 98201-2098 B, i 7 =4 A8.15 4 North Shelter-Elevation 3 North Shelter-Section Sim STANDING SEAM G, METAL ROOF OVER A8.14 3/4"T&G PLYWOOD, Sim US 24"O.C.(TYPJ- Gi _ Park 77 FOR 5 o WD Arlington A Investments, L.L.C. AT 20201 77th Avenue NE Arlington, WA A L 8.i4 -.. . Sim B 2 North Shelter-Elevation 4 3 North Shelter-Elevation 2 AB 14 B 114"•i'-0" This Brewing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architects Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written pemtission for any other use or reproduction, MLILIME MARK DATE DESCRIPTION 5 8/10/2016 Issued Suildina Permit 7 10/19/2018 PR 002 PROJECT NUMBER: 2014.052 _ APPROVED BY: PROJECT DIRECTOR: Michael Stevens PROJECT MANAGER: Doug Hofius CHECKED BY: JOB CAPTAM: I Nathan Bataille A A North Shelter Elevations _.I AS1 001 North Shelter-Elevation 1 Issued for Construction 1 2 3 4 5 1 2 3 4 5 D DYKEMAN ' tat:423239.3181 frac 423.259.3242 uww.dykemortnat 1718 Weet Merine View Drive Everett,WA 98201-206a C C Park 77 FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE Arlington, WA B B This drawing is: —- I.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. MARK DATE DESCRIPTION PROJECT NUMBER: 2014.052 APPROVED PROJECT DIRECTOR: Michael Stevens PROJECT MANAGER: Doug Hollus CHECKED BY: I JOB CAPTAIN: Nathan Bataille -- television A A Interior Elevations ' Fireplace Fireplace ASI 001 Issued for Construction 1/6/2017 3 d 2 3 4 5 Keynote Legend D Key Value Keynote Text 031500 FOUNDATION PER STRUCTURAL 055113 METAL PAN STAIRS 055200 METAL RAILINGS 061101 COLUMN PER STRUCTURAL 061113 jENGINEERED WOOD PRODUCTS 4 061500 WOOD DECKING 07 4647 FIBER-CEMENT LAP SIDING tel:925.259.3181 fae 925.259.5242 077123 MANUFACTURED GUTTERS AND vts want Maaaa vlow nrnre twe"a wn sazot-zosa DOWNSPOUTS 083117 ATTIC ACCESS PANEL AND FRAME 17, 3 108 9545 ROOF VENTILATORS B-D 08 9545 B-C B-B B-A — — — — — — - — — — — — —— — — — — — — — TOP OF ROOF — — — — — — — — _ _ — �_ — _ _,_ — — — - - - -- - - - — _ _ _ - - _ - - - - - - - - _ - - -42' 71' I - - - — 081113 42'-11" I I 061113 — — _ — _ _ _ _ _ — TOP OF ROOF —I T __;!go Dt Sim ---� i Sm Al f"' U T x rrr-n,I'a A8.13 xr,.,:< er. xX ,fi . ' f; ti - r KITCHEN a611o1 ng Bedroom Li � Bedroom Lving Dining Living Balton Living Dining Entry/ c C Stairs- Room L Room om Room Room I Fc1 FC1 1 --- rd FLOOR ;ti ,:� �— — — 3M0FLOOR LA... _ — — — — — G19'-101/ f 2 —� KITCHEN 'Ent 05 5200 Dining Livin Bedroom Living Bedroom As.10 1Living 9 Room �' Room �� Room Dmi Li As.10 Balcgn Room Dining Sta s/I� n _ Ming Fc1 -._. Room I ' — — • 2nd FLOOR I - 2nd FLOOR u KITCHEN Park 77 Dining Living i Bedroom Living) Bedroom) Lving Dining Li Ing — Patib Living Dining Entry/= I om Room Room Stairs= os s113 Room Room — FM — GROUN_FLOOR. --._I— — — — GROUND FLOOR. FOR J — — WD Arlington 031500 Sun. pc� SEE CIVIL FOR SLAB ELEVATIONS NOTE SPLIT SLABS @SLOGS•4&11 031500 A814 InvestmeAnts, L.L.C. Sim Ae14 20201 77th Avenue NE 4 Buildin B-Section 2 Buildin B Section 1 Arlington, WA 0' 4' 8' 16' 0' 4' 8' 16' A E A D A3.10 A-D A-B A-A B This drawing is 1 2.The AmItiitect's lush umc of Professional Service. 3.For use on this project only.Obtain Architect's written percussion for any other use or reproduction. — "' — — — — — _ — — — - - — �—— — — — — — — — � — — — — — — — — — — — — — - - - - - - - —� —.— 083117 - - 089545- - 061113- —.- -- —.� - - - - T lot_ _TOP OF ROOF _ _ _ _ _ _ _ _ _ �OP OF ROF 42 9 42 go MARK DATE DESCRIPTION I 1 11/202015 CUP Submittal 2 12117 20915 Design Review Submittal Sim Sim 3 1/14/2016 Pridn Packa e 4 2/19/2016 Up dated Pricing ... A8.13 A8.13 5 6/10/2016 Issued Bu Permit ildin Permit 6 8/10/2018 Revtaions 074647 Living g athroom Room Lroing y h Den Entry PROJECTNUMBER: 2014.052 061101 Balton Bel room Bat Room sin , • 'Stairs APPROVED BY: RoomLi �B FC1 A8.13 FC1 PROJECT DIRECTOR: Michael Stevens I � os szo0 , y d FLOOR Doug Horns 319'-701%4" I — — — — — — — 19 10114 PROJECT MAN I . . � AGER: — ,.,.�., CHECKED BY. Sim � l - � �- ; 07 7123 � - _ _ 3rd FLOOR gqLIVIn '- JOB CAYT IIN. Nathan Ba A6.1a Living 7Dining Bathroom Room Dlnmg� Living Balcony Bedroom Bath Den Entry/ - Room �_ — — Room 077123 si Stair FGt !J Ht A8.14 FC1�' A „ „.�,c .�,,i�� ., — — — — —29 FLOOR11118" 081500 — _ — — — — —9 111/8 v, 2nd FLOOR - Building A and B A Uvin o3lsoo I H ,Living Dining Bathroom Room Dining� Llwng�, �Patio � Bedroom Bath Den Entry/ S2CtI0nS A— — Room ii -- r 031500 ? -StalrS 055113 SI 001 Room i GROUND FLOOR — — — GROUND FLOOR d f— - - - - - - Issue or C1 Sim Sim I � — A8.14 C1 Construction A8.14 1/6/2017 2 Buildin A-Section 2 Buildin A-Section 1 g -- -r � 0 4 8. 16 moll 1/8-1 0' 0' 4' 8' 16' 1 2 3 4 5 1 2 3 4 5 D DYKEMAN C-13 C-11 A3.11 C-B C•7 C•S (CJ J C-2 C-1 OS 1113 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —,— — — — — — — — — — — — _, ,� — — — — — — — — — — — �— � TOP OF ROOF III Iro6au.25e.31s1 (aca25.xssszaz wwu<dyxvman.ner 42 3 ne weer Marine v ew Ddve rEWarer,we sszol-zoee A8.13 Sim 1 ............-- --— ?�—c�:x]: I I 1 Den Living Living Dining Dinin Living Living 7j]Fc1 Room- Room- Room ' _311 FLOOR I 7 18'•70 7/4" Living E g Bedroom Living Living Dining Dinin Living Living Bedrom Dining�� Living-doom - Room- Room Room -Roo FE y� - RoomC Fct ® 9_71 2nd FLOOR C �i to 03 soo ing Dining Bedroom Living Living Dining Dinin FR- Liv Lg Bedroom Dinin LivingRoom - Room- -Roo - Room0 E Asia 1 j GROUND FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7]EE - - - - - - - - - -I--Sec . ...11t in C tion 2 CIVIL FOR SLAB ELEVATIONS-NOTE SPLIT SLABS 0 ALL C SLDGSPark 77 II 01 4 81 16 � I FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE Keynote Legend —.l Arlington, WA 2 '•, Key Value Keynote Text - Aa.ti - - - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF R- 031500 FOUNDATION PER STRUCTURAL B 42'-3- 055113 METAL PAN STAIRS 055200 METAL RAILINGS This drawing is: 061101 COLUMN PER STRUCTURAL 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. 061113 ENGINEERED WOOD PRODUCTS 3.For use on this project only.Obtain Architect's 061500 WOOD DECKING written permission for any other use or reproduction. 077123 MANUFACTURED GUTTERS AND L.. DOWNSPOUTS 077123 - ------ MARK DATE DESCRIPTION , 1 1/2 012 01 5 CUP Submittal Balcony�I Review S Living Dining Bathroom .Entry/ oe 11o1 3 1�42010e5 PdcinDesign Packa a ubmiltal Room PC1 Stairs a v1e/20,e u rated Pdcm l 05 5200 _ _ _ _ _ 3M FLOOR 5 e11012— Isauetl Buildin Permit IF-101/4 S MUMS Permit Revisions Entry/ H1 Sim n Balcony Living Dining KITCHEN 'Stairs Aata Room Fc1 PROTECT NUMBER: 12014-052 2nd FLOOR APPROVED BY: I PROJECT DIRECTOR: I Michael Stevens PROJECT MANAGER: I Doug Hoflus CHECKED BY: I JOB CAPTAM: I Nathan Bataille Patio Living Dining KITCHEN Entry/ 03 1500 Room Stairs, —C_05 55113 11 GROUND FLOOR Sim � — _ - - C, A A8.14 A Building C Sections Buil in C-Section 1 J) 0' 4' 6' 1, ASI 001 Issued for Construction 1/6/2017 1 2 3 2 3 4 5 Keynote Legend ° Key Value Keynote Text 031500 FOUNDATION PER STRUCTURAL DYKEMAN 055113 METAL PAN STAIRS 055200 METAL RAILINGS 061101 COLUMN PER STRUCTURAL E-4 E•3 E-2 E.1 061113 ENGINEERED WOOD PRODUCTS E-D A312 E•c E•e E-A 06 1114 OVERFRAMED WOOD CRICKET mbau.zsa.atet >azs.zseszaz w�u ayk, ,,.,,e 061500 WOOD DECKING 17I8 We t Marine Vicw Ddva 8varett,WA 98201-2098 077123 MANUFACTURED GUTTERS AND I 3 DOWNSPOUTS --- - A3.12 545 089545 ROOF VENTILATORS ' 08 9 08 1113 TOP OF ROO _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF ROOF I I I I I I 4- AS 11 x I --- 08 1113 077123 11 OB 1 0 g III � Living, Broom Iving Dieing Living ___ Balcony Living As,1 KITCHEN Entry/ -Room zoom- Room Rop Stairs C FC1 O6 S200 FC1 Irtl g - C _ _ _ _ _h _31E FLOOR 19'-101/4° — — — _ — — _ _ _ .3rd FLOOR 19'-701/4" FF"I1 LivingDining Bedroom iving Dining Dinin,,g�� Living' 2 A5.11 Balcon Livn Dining KITCHEN Entry/ Roo - J Fc, oom- �n �I - Room, A511 y R Pg Fc, g Stairs II� L�II 7 2nd FLOOR _ _ � _ _ 8'•11 1/8 08 1600 _ _ _ _ _ _2nd FLOOR Living Entry Bedroom Living Entry`, Ent Living) 03,500 03,50o Front Ent Dining KITCHEN Entry/ Room Room Room Porch Stairs Park 77 IL GROUNDFLOOR 055113 _ _ _ _GROUND FLOOR -._J — — FOR WD Arlington Investments, L.L.C. AT imn 20201 77th Avenue NE 4 Buildi_ng E-Section 2 3 Building E-Section 1 Arlington, WA V 4' 8' 16' U 4' 8' 16, D.B. D•7 D-6 D.3 D-2 D-1 2 O . B D'D A3.12 B This drawing is. 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. ' OB 1119 3.For use on this project only.Obtain Architect's A3,12 written permission for any other use or reproduction. _ _ _ _ _ _ _ _ _ _ _ _ _ _._ _ TOP OF ROOF _ _ _ _ _ _ 42'-5,� TOP OF ROOF MARK DATE DESCRIPTION ------ OB 1114 1 112012015 CUP Submittal 2 12/172015 Design Review Submittal I r -"ice J 3 1/142016 Pricing Package 2/192018 Updated Pricing -081113 5 8/0/2, 018 Issued Building Permit 6 8/102016 Permit Revisions i Al Sim 07 7123 -- A8.13 KITCHEN I Living Bedroom Living Bedroom Living Wing Living _ Balcon Diving Dining Entry PROJECT NUMBER: 2014-052 Room 1,J-9 Room Roo FD1 Room Room Fc, Stairs 05 5200 APPROVED BY: PROJECT DIRECTOR: I Michael Stevens 3rd FL00R 3_ FL_ o_ PROJECT MANAGER: I Doug Hoflue _ J— 18'-101/4" t9 0 /4 CHECKED BY: KITCHEN JOB CAPTAIN: Nathan Betallle Dining [[7L,.vFg Bedroom Livu BedroomLiving i� Living . Balcon living Dining Room Roo Fo, Room oom Fc, Stairs _ 2nd FLOOR r _ _ 2nd FLOOR ilk A KITCHEN _ Buil ding D and E Living ® Entry Bedroom Entry Living N Entry Living o9150o B1 sim os1,o, Front Living Dining Ent ections A Room Room p 1 Room yg,14 o3,soa Room 055113 GROUND FLOOR _ AROUND FLOOR 9L . • C1 Sim ._ A8.14 ---�- ----� AS1 001 2 Buil in D-Section 2 BuiIdi� -D section 1 Issued for /B'=;,.D., _� __. onstruc Ito-- 0' 41 8' 16' 1/6/2017 U a 8 16 1 2 3 4 5 -- 1 2 3 4 5 D DYKEMAN 1 CBA CB-2 A3.13 CB-3 'fr- ' bL 423.239.9161yf;42S.2S9.3242 unu�u.dYksman.net ' 1718 Wcet Marine Vlew Drive everetn WA 98201-2098 - - - - - - - - - - - - - - - -• - - - - - - - - - - - - - - - - TOPOFROOF _ - -77- OS 7113 A5 12 _ 06 1114 Fr r77 Living Ro17r - Bedroom B Broom Livin Room 07 7123 �--� -�- - _ FC2�� i ` 2nd FLOOR C F—To3lsoo - Community Room Sim Fitness Room B1 056200 A9.14 rROUNDFLOO& C1 2 Comm nity Building-Section 2 224713 A3.14 I I I 0. 4 8 18 Park 77 `CBA CB-C CB-D FOR WD Arlington Investments, L.L.C. 2 Keynote Legend Al 1 A313 053117 Key value Keynote Text 20201 77th Avenue NE Arlington, WA - - - - - - - - 08,113 TOPOFROOF - - - - - - - - - - - - - - - - - - - -34,10 -,- 031116 ARCHITECTURAL CAST-IN PLACE CONCRETE FORMING 1 031500 FOUNDATION PER STRUCTURAL B _ of 9113 _ _ 055200 METAL RAILINGS B 061101 COLUMN PER STRUCTURAL _ 061113 ENGINEERED WOOD PRODUCTS This drawing is:L Copyright 2016 DYKEMAN,Inc. -- _ 061114 OVERFRAMED WOOD CRICKET 2.The Arch itec'Instrument ofpofessionalservice. 3.For use Pe this rn for and.Obtain Architect's 061115 BLOCKING-AT TYPE A&B UNITS ONLY written permission for any other use or reproduction. r—'1 As 1z 061500 WOOD DECKING A5.12 073113 ASPHALT SHINGLES oe 110, Balcony bedroom Closet Bathroom Hallway oe 11,s 077123 MANUFACTURED GUTTERS AND MARK DATE DESCRIPTION 077123 DOWNSPOUTS 1 11/20/2015 CUP submittal OS 5200 FC2� 2 12/17/2015 Dad n Review Submittal 2nd FLOOR- 08 3117 ATTIC ACCESS_P_ANEL AND FRAME os lsoo - - L 12' 22 4713 DRINKING FOUNTAINS 3 1/14/2016 PNUn Packs e __ 4 2119/2018 Updated Pricing 5 6/10/2016 Issued Building Permit j 1 031118 "' 5 8I10/2015 Permit Revisions Patio Community Room Lobby 1 •GROUND FLOOR PROJECT NUMBER: 1 2014.052 APPROVED BY: l -—-—-—- .—._.—. PROJECT DIRECTOR: Micheal Stevens 03,500 PROCT CHECKED BY: Doug Hoflus mm Couni Buildin -�Ction�17 0' 4' 8' 16' JOR CA TA N: Nathan Betellle I I I I A Community Building A Section 1 2 3 4 5 2 3 4 5 D Sim A8.13 Sim DYK A8.13 Sim B1 J\ J reA•925.259.3161 425.259.5242 d jae �u�um.ykemq 2ner 1115 Weat Marine View I1rlve bWeretr,WA 98201-209a -PREMANUFACTURED ROOF TRUSSES -R-49 BATT INSULATION f W63 -5/8"GWB -VAPOR BARRIER PAINT J---_ rJ Sim `( Sim C1 ,.. � I II Balcony IIII I Balcony J - - - - - - -- J �F I, H7 FC7 FC1 Sim III Ili i Sim H1 Sim II IIII III i FCt A8.14 I I I A, A8.14 I I '' li I 3 I I I I F, A810 .:;J E7 Park 77 Sim - A8.10 Sim C1 JA8.,1 FOR WD Arlington IF i I�II 'I Investmen ts, L.L.C. AT Balcony 11 I III y Balcon 20201 77th Avenue NE I I I Arlington, WA I II I L I I J B Iri J �I n j I C1 Sim This drawing]s. FC, A8.14 1.Copyright2016 DYKEMAN,Inc III 2.The Architect s Sim FC1 s Instrument of Pmfesstonal Service. Ill Ht III i FC1 J H1 Sim i� 3.For use on this project on Obtain Architect's A8.14 A8.14 written permission for any other use or reproduction. III I' I III PI I I I III �� Nth I III I I � III IIII -- I Sim �I SimMARK DATE DESCRIPTION A8.14 E7 A8.10 5 BM 0/2018 Issued Building Permit Sim C1 Sim A8,11 - Sim A8.11 1 C1 Front I J I I II II PROJECT NUMBER:ER: I 201 4-052 Porch PROJECT APPROVBDYTOR:PROECT DI Michael Stevens PROJECT MANAGER: Doug Holius CHECKED BY: I JOB CAPTAIN: Nathan Bataille Sim Sim Ct i3 A8.14 _ Sim A -S" � �1 A8.14 W83 J J O1 J J Wall Sections r. _ I -I III III IIII—III .III— — Sim. III-III— IIII I J _ it - III—III— A8.14 Sim �I C, -III III IIII — -t--I I C1 Sim A8.14 — Buildin D-Wall Section 1 g J�J Building B-Wall Section 1 ASI 001 g Buildin B-Wall Section 2 "� Issued for Construction 1/6/2017 1 2 3 4 5 J 1 2 3 4 Sim Is I A8.13 L--------- ...... DYKEMAN TO ' ref:42525991a11`fec 425.259242 wwwdykemsnner ' 19161t.nt. View Iklva evaTretr,WA 99201-2a9a WN54 -PREMANUFACTURED ROOF TRUSSES •R-49 BATT INSULATION -5/8"GWB -VAPOR BARRIER PAINT Balcony C. H1 Slm A8.,4 Sim Sim A8.13 A8.10 J Park 77 Sim C, FOR WD Arlington Balcony Investments, L.L.C. AT 20201 77th Avenue NE Arlington, WA I - Sim B Al Hi Sim This drawing is: A8.14 FC1 _�J L Copyright 2015 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service, W83 3.For use on this project only.Obtain Architect's E1 Sim A written permission for any other use or reproduction. i A8.10 MARK DATE DESCRIPTION Sim Sim. 5 8/10/2018 Issued BuildingPermit y _ _.__. ._ � F1 Ci M44 .J Front Porch PROJECT NUMBER: 2014.052 M44 APPROVED BY: PROJECT DIRECTOR: Michael Stevens PROJECT MANAGER; I Doug Hoflus Sim CHECKED BY: D1 JOB CAPTAIN: Nathan Betaille A Wall Sections IILIIII 1 _ICI ,- III _ Al 81m — —, — a A8.14 Sim .- -. A8.14 III--III— III 5 I I I I I- 1= —I I I =5 I I I I I AS] 001 11—„III III=III LIL;;IIL,;;III - II ;IIL_ 1=III—III=III q Issued for Construction Building E-Wall Section 1 2 Building E-Wall Section 2 1/6/2017 1 I 2 3 4 5 2 3 4 i D DYKEMAN ' Gh 42323a.9181 f+ac•425.258.3242 wwwdykeman.ner ' l718 Weel Matlne View IMve Lvcrell,WA ea201-2099 i -—-—-—-— I— 61 Sim A8.13 Sim D1 — A6.13 I C C •PREMANUFACTURED ROOF TRUSSES -R-49 BATT INSULATION 518"GWB Nre3 -VAPOR BARRIER PAINT •PREMANUFACTURED ROOF TRUSSES -R-49 BATT INSULATION Balcony -5/8"GWB Park -VAPOR BARRIER PAINT a rk 77 — — FOR WD Arlington Investments, L.L.C. c1 Sim A(20201 77th Avenue NE Arlington, WA Sim E1 81m E1 A8.10 A8.14 B B This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Arohitect's hatnunent of Professional Service. 3.For use on this project only.Obtain Architect's - _ written permission for my other use or reproduction. --- — -------- ------- � MARK DATE DESCRIPTION 5 8N0/2016 Issued Building Permit i Patio -- -- DOWNSPOUT I PROJECT NUMBER: 2014.062 APPROVED BY: PROJECT DIRECTOR: I Michael Stevens PROJECT MANAGER: L Doug Hoflus CHECKED BY: I JOB CAPTAIN: I Nathan Bataille — - --. -- — _ Sim - .,a. .. .�... . 1 11 di I I I I I I I . . --_ — — _-= li iJ.i it iTi iTi iTi ii it iTi iTi ITI ITI —j A9.14 Sim Wall Sections A III II 1=III I�I =1 III I_i -II =1 -1 -1 III P III=11 I-1_I I II I I I II I III-1 I I—III III-1 I I—III � °� __.III _ III=1 I I=- III i I---I '--III—III III L. III III I�-h—�I' �--III III' —III-:'i l I_ II III II LI I, Community Building-Wall Section 1 Community Building-Wall Section 2 Issued for Construction 1/6/2017 I 2 3 4 1 2 3 4 5 D g 3'-.2" 9 ® � � I 4 reA 925239.3181 425.259.5242 - •`T-= e & '4� g 1]l6 West Merive View Drive 11Nerett,WA 99201-2099 ACCESSIBLE SOAP DISPENSER TO LET PAPER ACCESSIBLE MIRROR SHOWER HEAD DISPENSER URINAL 54"MIN. 36"MIN. 12"MAX. 42"MIN. 49' 112" 24" (L )p� HAND SHOWER W/ 4' FIXABLE HEAD zMAX.MAX. MA _ w _ 4Y1 dl1 2'-0' 1 fO i 2 0 ill 7o z 1'-0" 2-0" 2'-0" pl C o MIN i I MIN �. I�. I MAX. MIN, MAX.. C r, :.r BLOCKING BLOCKING BLOCKING FOR FUTURE _ -, FOR FUTURE __ FOR FUTURE l - �__ -,y, GRABBAR __ � GRABBAR L __ �'J GRABBAR _ INSTALLATION INSTALLATION r -- INSTALLATION CONTROLS �i LOCATION iV CHANGING TABLE FIRE EXTINGUISHER GRAB BARS-SIDE GRAB BARS-BACK TYPICAL TYPE AUNIT TYPE B UNIT TYPEAACCESSIBLE Park 77 TUB HEAD ACCESSIBLE TUB CONTROL END WALL AND TYPE B (UPPER FLOOR UNITS) TUB CONTROL END WALL TUB BACK WALL FOR WD Arlington Investments, L.L.C. g AT - 20201 77th Avenue NE -- ------- 1 O � _0_- Arlington, WA ACCESSIBLE FLOOR LAVATORY SANITARY PAPER TOWEL ------ _ �p MOUNT WATER CLOSET NAPKING DISPENSER �MIN DISPENSER REMOVABLE CABINET ____ ____ __ -_r t 1 This drawing is: I.Copyright 2016 DYKEMAN,Inc. < u i x 2.The Architects Instoment of Professional Service — Y z_ ii N 3.For use on this project only.Obtain Architect's u w written permission Jim any other use or reproduction. CL� MARK DATE DESCRIPTION LLL��II z FIE] TYPICAL SIGNAGE FLOORING EXTENDS g MOUNTING HEIGHT COAT HOOKS, UNDER CABINET v TYPE AND MIRROR LIGHTING,OUTLETS, --_--- - -- - TYPEB HEIGHT THERMOSTATS,AND LAVATORY OR SINK g TUB HEAD WALL CONTROLS AT TYPE A UNITS 54"MIN. 36"MIN. 36"MIN. DRINKING WALL MOUNTED TYPICAL SIGNAGE SWITCHES, 12"MAX, 42"MIN. 24" �12" 3'-2" 12" 24" FOUNTAIN DOOR OPERATOR MOUNTING HEIGHT OUTLETS, SEAT PROTECTOR THERMOSTATS, DISPENSER r-'--I CONTROLS $ BLOCKING FOR REAR } z PROJECT NUMBER: 1 2014-052 40". Ii m i GRABBAR I APPROVED BY: 1 P PROJECT DIRECTOR: Michael Stevens BLOCKING FOR SWING-UP — 1 HAND SHOWER W/ G RAB BAR WHERE THERE IS NO - �' <r- PROJECT MANAGER: 1 Doug Hoflus 4" FIXABLE HEAD r _ L 1'� r r Li� ADJACENT SIDE WALL _ _ aCt ___ -1 CHECKED BY: �111 1 - - -� 1 - ��1 JOB CAPTAIN: 1 Nathan Bataille __. II r. __ --- 11 L_ CONTROLS 1 M1T 1 j io Z LOCATION 1 38"48 A.F.F. �L I A 1,-5 GRABBAR 1---- - GRAB BARS !. A FOLDING Accessibility Standards BEAT -- and Mounting Heights GRAB BAR BLOCKING AT SIDE WALL GRAB BAR BLOCKING AT TOILET PAPER GRAB BAR BLOCKING AT AND SEAT HEIGHT REAR WALL TYPE A ACCESSIBLE DISPENSER AT TYPE A .REAR WALL TYPE A ACCESSIBLE TYPE A ACCESSIBLE,AND TYPE B UNIT AND TYPE BE UNIT WATER CLOSETS ACCESSIBLE BATHROOMS AND TYPE BE UNIT WATER CLOSETS NOTE: WATER CLOSETS FLUSH CONTROLS TO NOTE: BE LOCATED ON THE FLUSH CONTROLS TO SHOWER-BACK WALL SHOWER-CONTROL WALL OPEN SIDE OF THE BE LOCATED ON THE WATER CLOSET, OPEN SIDE OF THE (�)�ng Heights-Public Spaces Mountin Hei hts Residential Units WATERCLOBET.112" -0„ Issued for Construction 1/6/2C 7 2 3 4 5 60"min. 48"min. 18"min. 18"min. D 33"min. 18"max. Is"min. DYKEMAN 18"max. EDGE OF ADJACENT COUNTER W/ O LAVATORY 28" L _ �I ►--EDGE OF ADJACENT COUNTER W/ . LAVATORY OR WALL `�—ADJACENT a,J:auasastsl ,fns:au.zseszax wwwdykeman.nee OR FIXTURE ! i r—' I i WATER CLOSET 'i CLEAR FLOOR SPACE „ ' _ ��,�_ 17ls Went Marinewew lhtve brernt,wn sezol-use ACENT n CLEAR FLOOR SPACE WALL - — CLEAR FLOOR SPACE OR FIXTURE ORFIXTURE I CLEAR FLOOR SPACE I LENGTH OF TUB 80"min. ' �e CLEARANCE AT WATER CLOSET CLEARANCE AT TUB TURNING SPACE-REQUIRED AT ALLROOMS EXCEPT NON-ACCESSIBLE BATHROOMS CLEARANCE AT WATER CLOSET CLEARANCE AT TUB b 32"clear min. 32"dear min. N N O L32"mIn.. C 1 32"min. W'clear min. 38"Gear min. �_ ____ ____-_� 0 0 1 1 I H EIJ DW I �I DW i i CLEARANCE AT DOORWAY CLEAR PATHWAY WIDTH CLEARANCE AT DOORWAY CLEAR PATHWAY WIDTH 4- GL Park 77 a m FOR WD Arlington E:n - , Investments L.L.C. E _ rt O O E O `� 20201 77th Avenue NE E L 48"min: Arlington, WA O " O 48"min. -� CLEARANCE AT KITCHEN CLEARANCE AT SINK OR CLEARANCE AT WASHER/DRYER BLAVATORY CLEARANCE AT KITCHEN CLEARANCE AT SINK OR CLEARANCE AT WASHER/DRYER B LAVATORY This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. For use onl ain Fixture Clearances at Type A Units Fixture Clearances at Type B Units 3.witten on this projectfor my other Architect's written permission for my other use or reproduction. a-s C) 1/2" 1.4. MARK DATE DESCRIPTION back wall seat con wall �__ �_(� b PROJECT NUMBER: 1 2014-052 APPROVED BY: I PROJECT DIRECTOR: I Michael Stevens -- - PROJECT MANAGER: I Doug HoOua CHECKED BY: I JOB CAPTAIN: I Nathan Bataille b A A Accessibility Clearances Note:inside finished dimensions measured at the center points of opposing sides COMMON AREA SHOWER AS I Issued for Construction , 1/6/2017 --- - — 2 3 4 5 2 3 4 5 Keynote Legend D Key ValueI Keynote Text 061115 BLOCKING-AT TYPE A&B UNITS ONLY DYKEMAN 074826 FIBER CEMENT PANEL SIDING VARIES 088300 MIRRORS 102125 MEDICINE CABINET 102813.5 T.P.HOLDER M:42a.2a9.3161 f:42a.2SB.a242 lururad t s Z 102818 ROBE HOOK tneweaMamovlownd�e E�eato,wnsezor.zose 102819 TOWEL BAR 102820 SHOWER CURTAIN ROD 102819 _ 102818_ ,U 282o oe,,,5 285100 „sot3.z5 105714 SHELF AND ROD �— gs e3oo 11 3013.25 RESIDENTIAL WASHER AND DRYER UNIT rvf Qa w 265100 INTERIOR LIGHTING I i 4d A6 11 b \ 10 2813.5 f 10 5714 m R 4c, 074828 f a , I a --- t02813.5 ------- 34 0 12 4 0 Bathroom 4--Plan Bathroom 4- Elevation a Bathroom 4- Elevation b _ 4-Elevation c Bathroom 4-Elevation dC ,/4'_,-0 Provide Blocking At WC 4a 1/4.p_0, 4b 1/4,,•,;_0. 4�C�Bathroom 4'=,' 4d ,/4„•,, And Tub In 1st Floor Units VARIES 10 2820 08 1115 -] 061115 1 102818 11 102819 1 F 26 5166 m nr Park 77 w3a i a T-112" a fi i -ZIC e 210 MIN.. MIN. 081115 -- --"---]- OB t115 --- `-- --7 PROVIDE REMOVABLE FOR --- -- z' - CABINET @ TYPE B (1st FLOOR)UNITS WD Arlington 03420 Investments, L.L.C. Bathroom 3-Plan Bathroom 3- Elevation a Bathroom 3-Elevation b Bathroom 3,-Elevation c Bathroom 3-Elevation d 20201 77th Avenue NE ----- AT /+ 3a 114,�•,,_0„ 3b 1/4"•,,A„ $V 1/4��•,�_0,� 3d ,/4"•,,,0„ - Provide Blocking At WC Arlington, WA VARIES And Tub In 1st Floor Units to Zv -_ 10 2818 10 2819 B7 10 2820 _. 102125 1 F—m-8-3ox] B ZWhen Possible i_ 2a __ This drawing is: g __v� �_n� 285,00 1.Copyright 2016 DYKEMAN,Inc. — I I r 2.The Architect's Instrument of Professional Service. 'a 2d A6.N 2b � yi 1 1 I 3.For use on this project only.Obtain Architect's r I written permission for an other use or 2c -- ��_J i 10 2813.5 P Y reproduction. _— lb MARK DATE DESCRIPTION 061115 Dryer in N See Plan For Location sic r r------I r And Instance I � Bathroom 2-Plan �] Bathroom 2-Elevation a Bathroom 2-Elevation b n Bathroom 2-Elevation c Bathroom 2-Elevation d 1/4,�•,�.0,� 2a 1/4".I..0„ 2b 1/4„•p_0�, 2C 114"•1'-0" 2d 114"•,'-0" __ Provide Blocking At WC And PROJECT NUMBER: 12014052 Tub In 1st Floor Units APPROVED BY: I VARIES See Plan For Door Location PROJECT DIRECTOR: I Michael Stevens 48"min, — PROJECT MANAGER: I Doug Hoflus CHECKED BY: 16"min 3'-0" 1'-3° 10 2818 10 2819 JOB CAPTAIN: Nathan Bataille I v,max. 08 8300 102126 105714 11 3013,25 10 2820 265100 � ,al I A A I Bathroom Plans 1d A8.11 1b e 081116 ASI001 1c 081115 ___� `-- - Issued for N `---------' Construction r 3'7 112" N. =ty 1/6/2017 38 4 0 1234 0 Bathroom 1 -Plan Bathroom 1 -Elevation a Bathroom 1 - Elevation b Bathroom 1 --Elevation c 1 d Bathroom 1 -Elevation d 1 @ Alternate Elevation C w/Cabinet 1 1/4y -0 la 1/4,•,-0, 1 b 1/4"= ,_0, 1 C 1/4".,,0" _ _ 1/4'y P-0" ` 1/4•,-0, • Provide Blocking Floor Units — SEE PLANS FOR CABINET LOCATIONS And Tub In 1st Floor Units I 2 3 4 5 2 3 4 S —_.�ARiES 0 D iV OB 1115 10 2820 ,0 2818 10 2819 081115 10 2813.5 28 5,00 b DYKEMAN N �I,, w 08 8300 IIJJ an 0811,5 8d A612 8h T ______ r__ __ r----_-- --- 0811,E L -------J Ir F--- ---- �. M7:423299.9181 faa 425.R39.3292 a9uw.dykanan.M LJ L_J 1713 Wat Merino Vtew Ddve averett,WA 982012099 ?4 Y 3034 0 1234 0 - Q Bathroom 8-Plan Type A Accessible Unit Q� Bathroom 8-Elevation a Bathroom 8-Elevation b room 8-Elevation c Bathroom 8-Elevation d V •0�� VQ 1l4".1�•0�� VU 1/4"=i�•0,� (��ff �•0�� V4 1/4".1•0 REMOVABLE BASE CABINET VARIES 2'•S"MIN. 1:-8"MAX �c 14 MIN. 102819 1 001115 F 10 281-3-57 285100 1 OS 1115 10 2820 2.10 AB 12 7b .. w 08 8300 . r.l 0 102818 C 7a:':..'.':.':.'. C r-- LL--I Z .. L__________J Q : REMOVABLE CABINETS v UNDER LAV. — 12 0 73420,234 0 Bathroom 7-Plan Type A Accessible Unit Bathroom 7- Elevation a Bathroom 7-Elevation b Bathroom 7- Elevation c Bathroom 7-Elevation d - - --.. - - 7 7a ,.g„ 7b ,/4"_ -o„ 7C ,/4 ,-o,. 7d ,.,. --- Park 77 5'-0"MIN. 0 2'•1V '•0" 2'-8" 1'-8"MIN. 7MN' "285100 [_ 061115 - 1-813.5 061115 102819 10281� 102820 081„5 FOR M'" WD Arlington Investments, L.L.C. 6a Iy 08 8900 7 I�I A] g6,,,5 -- ----- 01 2020Ar1 ngtonVWg I e NE _ ___J ___J 1' L r B VARIES 1234 0 034 0 B (��l athroom 6-Plan Type A Accessible Unit 6-Elevation a Bathroom 6- Elevation b_ ' Bathroom 6-Elevation c Bathroom 6-Elevation d Thisdmwingis: "•,'-0" *10aifiroom 1/4"•1'-0" 6b i/4"=i'-0" v�+ 1/4"=1'0" ��`"" 1/4"�1'-Ui LCopyright 201E DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. VARIES 702818 11 081115 1 102820 ,02819 285100 102813.5 L061115 MARK DATE DESCRIPTION �g =7 F77 2 tg f y1Sel. w 088300 , i n 5d AS12 5b ________-- U� J.. r____ _ -1 L ____-____J C_ N 5c.. .. L__________J _ . .. r__________.� \ ® ..'."... J__________J � PROJECT NUMBER: 12014.052 APPROVED BY: PROJECT DIRECTOR: Michael Stevens AS1 001 PROJECT MANAGER: ( Doug Hoflus gO� Issued for CHECKED BY: t -o ,n"=hr 4 -Bathroom 5- Elevation b Bathroom 5-Elevation c Bathroom 5- Elevation d JOB CAFTAN: I Nathan Batailla 5 Bathroom 5- Plan Type A Accessible Unit 5a Bathroom 5-Elevation a 5b - thr _ 5C �/4,.,•0. - 5d 1/4 Construction 1/6/2017 A Keynote Legend A Key Value Keynote Twit Bathroom Plans 061115 BLOCKING-AT TYPE A&B UNITS ONLY 088300 MIRRORS 10 2813.5 T.P.HOLDER 102818 ROBE HOOK 102819 TOWEL BAR 102820 SHOWER CURTAIN ROD , 1265100 INTERIOR LIGHTING 2 3 4 5 t' 2 3 4 5 D DYKEMAN 10 2813.84 102819 1 12 6200 1 1 10 2813.64 1 22 4116.02 OB 8300 10 2813,28 12 5200 70 2873.29 10 2821 ' teL•42a.269.9181 J.426.2a9.e242 www.dYlreman.net 1718 West Marine View Drive 19veretl WA 99201-2098 /I1rl I III I�^II ' _- _ 7 I I Y-JI Bathroom 10- Elevation a Bathroom 10- Elevation b Bathroom 10- Elevation c Bathroom 10-Elevation d _ 10a ,,,,,,,,-D,, Oc „4 1 D 10 f _ G G t s C i a r�1r I � -,-� _ _ �} 12 52D0 10 282, 12 5200 ,0 2813.29 10 2819.28 22 4,18.02 28 6100 08 8300 22 4213.18 10 2813.84 22 4223 10 2819 F _ � Park 77 10 A8.13 tOb F-i 9d A813 bI}-{I to]1111 .1 FOR WD Arlington Investments, L.L.C. / AT 20201 77th Avenue NE Arlington, WA Bathroom 9-Plan Bathroom 9-Elevation aom 9-Elevation b Bathroom 9-Elevation c Bathroom 9- Elevation d Q --`� Pb9b 1/4"=1'.p^ 9c 114"=,'-0�� 9d 1/4��,�-0�� B B This drawing is: I.Copyright 2016 DYKEMAN,Inc. 1The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. MARK DATE DESCRIPTION Keynote Legend Key Value Keynote Text — 088300 MIRRORS 10 2813.29 ELECTRIC HAND DRYER* 10 2813.64 TOILET PARTITION 102819 TOWEL BAR 102821 CHANGING TABLE PROJECTNUMBER: 1 2014-052 APPROVED BY: 1 125200 SEATING PROJECT DIRECTOR: I Michael Steven 22 4116.02 ACCESSIBLE SINK W/KNEE CLEARANCE& PROJECT MANAGER: 1 Doug Holius LAVE GUARD CHECKED BY: 22 4213.16 URINAL JOB CAPTAIN: Nathan Bata0le 1224223 JACCESSIBLE SHOWER 1265100 INTERIOR LIGHTING A A Bathroom Plans ASI 001 Issued for Construction ' 1/6/2017 2 ___ ._-------- ------ -__, 4 2 3 4 5 -- Keynote Legend Key Value Keynote Text D 085113 ALUMINUM WINDOWS D YKEMAN 085113� t,30,3.13T 11 3013.131 STOVETOP RANGE,FREESTANDING 91012 O 0 ®I :REF - 113013.132 REFRIGERATOR O 113013.133 DISHWASHER as 113013.134 SINK 11 3013.135 RANGE HOOD MICROWAVE COMBINATION A8.14 b 11 3013.137 ACCESSIBLE STOVETOP RANGE reb+zsasa.3tat ,fac+zs.zsesuz www.ay/�rrwn.nae 224116.02 ACCESSIBLE SINK W/KNEE CLEARANCE& r�,sweetMeiaewewUrlve treren,wAaeaol-zone LAVE GUARD I I I 113013.132 22 4118.02 [P 2 4 75324 152 1524 18324 1892 434 4 2434 4 434 4 �3.4 ��Kitchen 4 Plan Kitchen 4-Elevation a 46 Kitchen 4-Elevation b 4C Kitchen 4-Elevation c A _._ _. o O _ REF. F f 3d A8.14 3b � 13812 73872 18 812 307812 153872 301812 3s / 8 DW -- �_f \ � Ea113013.135 Park 77 r. 11 3013.132 _ 0 FOR WD Arlington Investments, L.L.C. Al 434 4 303424 1834 4 1 4 134 4 1834 4 t534 4 20201 1 77th Avenue NE n Kitchen 3-Plan Kitchen 3- Elevation a 3b` Kitchen 3-Elevation b 3C Kitchen 3-Elevation c Kitchen 3-Elevation d Arlington, WA Exclude Q"SIM" B 01812 138t2 301812 19872 383872 123812 ...._.. B This drawing ie: _-- — I I 1.Copyright 2016 DYKEMAN,bic. — j�DW� a — 2.The Architxt's Instnunent of Professional Service. t_J Open Beyond 3.For use on this project only.Obtain Arohitect's 2c ' written permission for my other use or reproduction. 2d A8.14 2b 11 3013.132 / \ MARK DATE DESCRIPTION 2a -- — 113013.134 O Q REF. e o° o - - — � — 11 3013.131 11 3019.193 — �- 134 4::93424 43424 30 4 43424 2 Kitchen 2-Plan Kitchen 2-Elevation a 26 Kitchen 2- Elevation b ��114! hen 2- Elevation c 2�114!'=Cl�(Y-en 2- Elevation d PROJECTNUMBER: 2014.052 APPROVED BY: 1/4"=1'-0" 1/4"=1-U" l' PROJECT DIRECTOR: Michael Stevens PROJECTMANAGER: Doug Hollus CHECKED BY: JOB CAPTAIN: Nathan Bacilli. 301812 15 12 01812 123612 —2 W A 1c 0r B. d \ acM e.wna - / Z�131 b A Kitchen Plans 1aR 11 3013.134 _ _ c N 113013.133 = ---- --- ASI001 1534 4 1234 4 1534 4 30 4 4 2 J Issued for Kitchen 1 -Plan Kitchen 1 -Elevation a Kitchen 1 -Elevation b �Kitchenlevation c Kltchen 1 -Elevation d Construction a 1/,° 1/4"=,'-o" 11Ddl/4" _ 1 i6i2017 2 3 4 1 2 3 4 5 D DYKEMAN Keynote Legend I o Key Value Keynote Text re1:42S298d181 Jax:425.259.5292 mwatdykeman.ner 371e Weet aladne Vow DrNe Everett,WA 98201-2095 so " 1061101 COLUMN PER STRUCTURAL 3o e1z o ,z 83812 9o1e1z 1s 12 11 3013.131 STOVETOP RANGE,FREESTANDING A8.15 ea -- Ill 3013.132 REFRIGERATOR 8b A 113013,133 DISHWASHER O i0 °"a°""° 11 3013,134 SINK Q 1,3a,3.13e 11 3013.135 RANGE HOOD MICROWAVE COMBINATION 71 3013.132 '� 11 3013.136 RANGE HOOD zzalte.oz 11 3013.137 ACCESSIBLE STOVETOP RANGE zez3oo � zza,le.az kqir—i 71 3019.198 / 11 3013.139 32"HIGH DISHWASHER 1,9013,137 12 3214 REMOVABLE CABINETS 1 3 22 4116.02 ACCESSIBLE SINK W/KNEE CLEARANCE& T-01/4" LAVE GUARD 032 4 032 4 MAX 26 2300 LOW-VOLTAGE SWITCHGEAR En 26 2600 POWER DISTRIBUTION UNITS �Q�Kitchen 8-Plan Type A Accessible �Kitchen 8-Elevation a Kitchen 8-Elevation b Kitchen 8-Elevation c (: V 1/4"=1�-0. 8a 114" 11,0.. 8b 114".,'.0" - 8c 1/4"=1�-0. C Park 77 1�W 301812 153812 30,812 213812 FOR WD 7a Arlington Opon B.pntl Investments L.L.C. 7d A8.1$ 7b op•"e•;n" 11 3013.138 t zzalt5.o2 tl/ AT 20201 77th Avenue NE 7e 282600 —a Q Q ci REF, o 1,3013.t39 _ 224118.02 113013.132 - — Arlington, WA 12 3214 m• 11 3013.137 -- -- B B 1232 4 3032 4 3032 4 1594 4 1 4 This drawing is: -- 1.Copyright 2015 DYKEMAN,Inc. 7 Kitchen 7- Plan Type A Accessible 78 Kitchen 7-Elevation a 7b Kitchen 7- Elevation b 7e Kitchen 7-Elevation c 7d Kitchen 7- Elevation d 2.Tn`"eh're°`'9'"9"ro`"`°fPr°fes9'°"9,ser"i°`. ------ -- ---- ..-.. _.... -______ 3.For use on this project only.Obtain Architect's —_..._. _. 1/4"=1'-0" 1l4"=1'o" 1/4'=1'-0" 1/4"=1'-0" 1/4"=1'-0" written permission for any other use or reproduction. MARK DATE DESCRIPTION ASI 001 Issued for PROJECT NUMBER: 1 2014-062 APPROVED BY: I Construction PROJECT DIRECTOR: I Michael Stevens a O O ^/r/2017 PROJECT MANAGER: I Doug HoSus FREI � Q 0 - JOB CAPTAIN: I Nathan Bateille CHECKED BY: I N' Sa 301812 4 12 153812 901812 ,3812 301812 43812 1538,2 301812 13812 5d A8.,5 51b 5cgql op..s•rostl opeue.ro" 113013.135 \ / II �0 3, Kitchen Plans A .8" 0 0 1,3013.132 o. 11 3013.134 � I 113013.131 13-17EK:�UR °.WING NUMBER: 4 4 15 4 21 4 Kitchen 5-Plan �114! -Elevation a� �h Kitchen 5-Elevation b ��Kitchen 5-Elevation c Kitchen 5-Elevation d �„ Kitchen 5-Elevation e � 1/4„=1,-0" � `Ju/ 1/4"e 11.0-, Jli 1'..=1�-0,� nJll 114,E=1�-0„ e I 2 3 4 t 2 3 4 5 D LIV PAC DYKEMAN 3,•0„ 2'-2„ V.01. 4'-1" Window Schedule Frame nType Mark Type Material Width Height Comments U value Head Detail Jamb Sill ■ ' L� Al Al DH T.0„ 6'_0 A2 DH 2'-2" 6'-0" mcazs.zssalsl /azs.zss.suz wu,uteyxetwa.rar A3 A3 DH 3'-0" 5'-4" 1718 Weat Ma ne V ew IMva eve om,wn aezol-rose T T A6 B1 Slider 4'-10" 5'-4" B3 B3DH 2'.2" 5'-4" b 0D B4 A4 Slider 4'.6" 6'-0" A2 A3 A4 Cl Clerestory 1'-10" 1'.4" 0.28 ---------------- ---- --------=— --------- C2 Clerestory 4'-10" 11'.4" 0.28 C3 Clerestory 4'-8" 1'.2" 10.28 B DR OM ID3 Sliding Glass Door 6'-0" 8'-0" 0.28 4'-10" 2'-2" Legend: T-Tempered Glass C INTERIOR STOREFRONT b - T ---- CLERESTORY r-,a' a'-to" I I j� NIX • �T T b T \T b T T• T Park 77 C1 C2 C3 SLIDING GLASS DOOR T T T T T T T T T T T FOR ----- o E5 E6 E7 E8 WD Arlington Interior Storefront Interior Storefront Interior Storefront Interior Storefront Investments, L.L.C. AT 20201 77th Avenue NE b Arlington, WA Interior Relite 5'-6" B B D3 ———— ———__ This drawing is: — - 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. EXTERIOR STOREFRONT 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. 17 5,l2" MARK DATE DESCRIPTION 1 1120/2015 CUP Submittal 2 12/17/2015 Des4 n Review Submittal ————————————————————————————————— 3 1114/2016 Pricing Package E9 E10 a 8110/2016 Permit Revisions Interior Relite Interior Relite 8'•0" 5'-8" 10'-3 3/5" 5'-0" 12'-0" PROJECT NUMBER: 1 2014.052 APPROVED BY: I — —————� � —— PROJECT DIRECTOR: 1 Michael Stevens PROJECT MANAGER: I Doug Hoflus g, 77CHECKED BY: n JOB CAPTAIN: Nathan Batallle T T A T T T T T T Window Types & A T T T T T T Schedules E1 E2 E3 E4 Ell E12 AS 1001 Exterior Storefront Exterior Storefront Exterior Storefront Exterior Storefront Exterior Storefront Exterior Storefront Issued for Construction , Window Legend 1/6/2017 3 .__ _ 4 T 5 2 3 4 5 D Type Legend-Doors DYKEMAN Community Building Doors recazsassalsl ,(aa+zs.zsssza2 ww.dykwm,..aer r 1718 W t Ma^^a Vimv Drtce ht2rett,WA 99?Al-7A98 C1,C4 C2 C5,C6 36"x 84" 72"x 84" 36"x 84" Alum. Double Flat Panel Storefront Storefront Wood ----- RLGISTRATjON STAMPS: Typical Unit Doors Doors-Closet Pa rk 77 U1 U2 U3 U4 36'.x 80"Unit 36"x 80"Unit 36"x 80"Unit 30"x 80"Flush Entry Bedroom Bathroom Hinged Closet FOR WD Arlington Doors- Bifold Investments, L.L.C. AT 20201 77th Avenue NE I�g IT Arlington, WA B B This ding is: ' 1.Cop -ght 2016 DYKEMAN,Inc. Door Schedule 2.TheA h c t:1 istmment ofnvfessiunal Servi- 3.F on thi,p j,u-ly.Obtain Architect's Type Frame Hardware U wriuen un pem,ks, for any other use or reproduction. U5 U6 U7 U11 U10 U12 Mark Type Height Width Thickness Panel Type Type Group value Head Jamb Sill Comments 48"x 80" 60"x 80" 48"x 80" 24"x 80" 30"x 80" 42"x 80" MARK DATE DESCRIPTION Double Sliding Double Sliding Double Sliding Single Bifold Single Bifold Single Bifold C1 SINGLE GLASS STOREFRONT T-0" 3'-0" 0'-2" Glass w/Alum.Frame Aluminum 10 0.4 Clear Anodized,Keypad Entry. _ C2 DOUBLE STOREFRONT T-0" 6'-0" 0'-2" Glass w/Alum.Frame Aluminum 12 0.4 Clear Anodized C3 SECTIONAL OVERHEAD GLASS 9'-6" 10'-0" 0'-2" Glass w/Alum.Frame Aluminum 0.4 Clear Anodized — C4 SINGLE GLASS OFFICE T 0" T-0" 0'-2" Glass w/Alum.Frame Aluminum 15 Wood Veneer,Stain,Clear Finish Doors-Storage and Exterior Doors-Roll-up C5 BATHROOM T-0" 3'-0" V-1 3/4" Flat Panel Wood Aluminum 14 Wood Veneer,Stain,Clear Finish C6 STORAGE 7'-0" T-0" 0' 1 3/4" Flat Panel Wood Aluminum 11 Wood Veneer,Stain,Clear Finish U1 UNIT ENTRY 6'.8" T-0" 0'-1 3/4" Fiberglass Flat Panel 1 0.4 U2 UNIT BEDROOM 6-8" T-0" 0'-1 3/4" Flat Panel Wood 2 U3 UNIT BATHROOM 6'-8" T-0" 0'-1 314" Flat Panel Wood 3 PROJECTNIIDIBER: Zota os2 APPROVED BY: i U4 6,-8" 2'-6" 3'-0" PROJECT DIRECTOR I Michael Stevens U5 72 x 80 SLIDING CLOSET 6'-8" 6'-0" 0'.1 3/8" Flat Panel Wood 6 PROJECTMANAGER: Doug Hofim U6 60 x 80 SLIDING CLOSET 6'-8" 6-0- 0'-1 3/8" Flat Panel Wood 6 CHECKED BY: U7 48 x 80 SLIDING CLOSET 6'-8" 4'-0" 0'-1 3/8" Flat Panel Wood 6 70B CAPTAIN: Nathan Ba allle U8 6' 8" T-0" o U9 DOUBLE STORAGE 6'-8" 6'-0" 0'-2" I Fiberglass Flat Panel Wood 9 Painted m _ U10 30 X 80 SINGLE BIFOLD 6'-8" 2'-6" 0'-1" Flat Panel Wood 7 U11 24 x 80 SINGLE BIFOLD 6'-8" 2'-0" 0'-1" Flat Panel Wood 7 A U12 36 X 80 SINGLE BIFOLD 6'-8" 3'-0" 0'-1 Flat Panel Wood 7 A U14 42 X 80 SINGLE BIFOLD 6'-8" T-6" 0'-1" Flat Panel Wood 7 Door Types gc Schedules U15 60"x 80"FULL SWING 6'-8" 5'-0" 0'-1 3!8" Flat Panel Wood Wood 8 Painted U9 U8 C3 U16 60"x 80"90 SWING 6-8" 5'-0" 0'-1 3/8" Flat Panel Wood Wood J8 Painted 72"x 80"Double 36"x 84"Unit Deck Aluminum ----- Storage Storage Sectional Glazed • Door Lend AS1 001 Issued for Construction 1/6/2017 3 _ I 1 2 .— .—_—.— - --- ._--_ 2 _ - ° s , DDYKEMAN SLIDING GLASS DOOR SEALANT WITH BACKER ROD METAL SILL PAN TREX DECKING /� AIR BARRIER/WEATHER RESISTIVE BARRIER SCHEDULED FLOORING rdazs.zssslsl 1•czs.zsssa4z wwwdyte„ran.ner i ' 1�18 West Marine Yew Drive Evmett WA 98a01-2898 SLIDING GLASS DOOR--i- SEALANT WITH BACKER ROD METAL SILL PAN SCHEDULED ° - ° � ® FLOORING ° — — o I 6 2 0 4' . P.T.2X10 @ 12" C. SCHEDULED FLOOR/CEILING P ASSEMBLY SLAB PER STRUCTURAL C SCHEDULED L WALL ASSEMBLY - �,�_ (1)PAIR SIMPSON DTT2 SET PAN/N BUTYL SEALANT @ EACH DECK EDGE Sill @Deck 3,._,,-o" ��Sill @ Patio 3"=1'-0" Eli RON 1"E 11113 a I I I I I 12.1111re M. SLIDING GLASS DOOR SEALANT WITH BACKER ROD PLYWOOD SHEATHING Park 77 NAIL FIN SCHEDULED SIDING EXTERIOR SIDE INTERIOR SIDE 1 1/2"X 3 112"FIBER - AIR BARRIER/WEATHER CEMENT TRIM I� RESISTIVE BARRIER FOR SELF-ADHERED FLASHING I SEALANT WITH BACKER ROD 1� DOOR PER SCHEDULE METAL FLASHING W D Arlington - AIR BARRIER/WEATHER DOOR SEAL PER HARDWARE RESISTIVE BARRIER }m is SCHEDULE SCHEDULED SIDING 8 2 - SELF-ADHERED FLASHING lnVeslel-IIJ, L.L.C. PEMKO 2728"THRESHOLD-SET 1 tY2"X 3 1R"FIBER AT PLYWOOD SHEATHING IN FULL BED OF SEALANT 6 2 CEMENT TRIM ALTERNATE:PEMKO 2748(81 : NAIL FIN 20201 77th Avenue NE TOP OF CONCRETE SLAB 6/e"GYPSUM WALLBOARD __ METAL FLASHING Arlington,WA FLOOR PER SCHEDULE -..... .— ---- -- SEALANT WITH BACKER ROD - ® —� ° This draw' is 4 oa a as SLIDING GLASS DOOR L Copyright 2016 DYKEMAN,Inc O 1 2.The AmMtect's Instrument of Professional Service. d- ° `, 3.For use an this project only.Obtain Archirects --SEALANT WITH BACKER ROD written permission for any other use or reproduction. Threshold Detail-Typical @ Entry Doors and Patio MARK DATE DESCRIPTION "Doors-Type A Units �r,�Typical Sliding Glass Door Jamb 66"GYPSUM WALLB°ARD Typical Sliding Glass Door Head — i WEATHER RESISTIVE BARRIER ° A \\�; IN FIELD OF WALL B C D _—___—__ _ CTNNUMBER: I2014-062 APPRO PROJECTDIRECTOR VA I Michael Stevens ! 9�- PROJECT MANAGER I Doug Holim y- :� CHECKED BY: I JOB CAPTAIN: 1 Nathan Bataille HEAD FLASHING III _ _ CORNERS �I A .. .. .. JAMBS .. .. .. A Door&Window Details J METAL HEAD FLASHING W/END DAMS JAMBS SELF ADHERED MEMBRANE SELF ADHERED MEMBRANE CORNERS WINDOWANDSHIMS 'Q`SI 001 _ METAL SILL PAN SHIMS WEATHER RESISTIVE BARRIER Issued for SILL AND JAMB ASSEMBLY HEAD A—S_SEMBLY WINDOW AND WALL UNDERLAYMENT THRU-WALL HEAD FLASHING Construction — -� 1/6/2017 ow Flashing Sequence _ ._ 8202010-001 • 3 4 1 2 3 4 DYKEMAN D AIR BARRIER/WEATHER RESISTIVE BARRIER SCHEDULED SIDING SLOTTED MASONRY ANCHORS I77 II 5/8"TYPE"X"GWB W/VAPOR fe1:425.2595191 fae 425.258.5242 www.dykemannat AIR BARRIER/WEATHER BARRIER PAINT r RESISTIVE BARRIER 17le wat Marine vtew Drive E.rerett,wA 98201-2098 1/2"PLYWOOD I I 4"CMU VENEER y I j WEEPS 0 18"O.C. 8 2 METAL FLASHING GALVANIZED STEEL ANGLE LINTEL 2 11/2"X 31/2"FIBER CEMENT TRIM 5/8"GYP.WALLBOARD SEALANT WITH BACKER ROD 5/8"GYPSUM WALLBOARD METAL FLASHING METAL FLASHING SEALANT WITH BACKER ROD SCHEDULED WINDOW WINDOW FLASHING SCHEDULED WINDOW ��TypicaI Window Head CMU Head V C C 5/8"GWS W/VAPOR BARRIER PAINT WINDOW PER SCHEDULE Park SCHEDULED WINDOW Park 77 SEALANT WITH BACKER ROD .. SHIM . FOR METAL FLASHING w - I WINDOW FLASHING 2 8 ,•, WD Arlington 2 FIBER ' - 3 Investments, L.L.C. 8 CEMENT TRIM T-, , -7 7- /\ A t METAL FLASHING ----------- ------------ __` - 20201 77th Avenue NE SCHEDULED WINDOW Arlington, WA HORIZONTAL WINDOW SELF-ADHERED FLASHING BLINDS.OCCURS AT ALL CONTINUOUS SEALANT BEAD CLEAR GLASS LOCATIONS B 1"x 31/2"TRIM FIBER CEMENT SIDING, B REFER TO EXTERIOR ELEVATIONS This drawing is: B1 Intermediate Sill/Head ��WIndOW Jamb'TyplCal AIR BARRIER WEATHER RESISTIVE BARRIER 1,Copyright 2015 DYKEMAN,Inc. • 3"•1'A" 1 1 1 3"=1.4. 2.The Architect's Instrument of Professional Service. 3.For use on this project only,Obtain Arohitect's written permission for any other use or reproduction. 5/8"GYP.BOARD MARK DATE DESCRIPTION SHIM AS REQUIRED SCHEDULED WINDOW SEALANT W/BACKER ROD - SHIM(TYP.) 5/8"GYP.BOARD METAL FLASHING SHIM AS REQUIRED SCHEDULED WINDOW "— SELF ADHERED FLASHING CONTINUOUS SEALANT BEAD SEALANT 6 BACKER ROD GYPSUM BOARD W/ 2X8 WOOD FRAMING VAPOR BARRIER PAINT NAIL FIN SHIM PROJECT NUMBER: 2014.052 2 8 I METAL FLASHING SLOTTED MASONRY SELF ADHERED MEMBRANE APPROVED BY: _ 1 12"s 3 1/2"FIBER ANCHORS PROJECT DIRECTOR: I Michael Stevens 2 g II CEMENT TRIM ni WEATHER RESISTIVE BARRIER PROJECT MANAGER; Doug Ho9us `1� I SELF ADHERED FLASHING !. _ ——— ,,;.•.,:;,.;.r;r.. CHECKED BY: II 4"CMU ---I JOB CAPTAIN: Nathan Sataille S 12"PLYWOOD I I METAL"J"CHANNEL I' I I 5/8"TYPE"X" j 1 A I AIR BARRIER/WEATHER GWB I } RESISTIVE BARRIER II BXB POST A SCHEDULED SIDING I __ ; Door & Window Details AIR BARRIER/WEATHER NOTE:COORDINATE AND RESISTIVE BARRIER VERIFY SILL HEIGHT AT CLERESTORY WINDOWS,TYP. Al - - _ — Corner Window Jamb --2X PAINTED TRIM BOARD T, Kcal Sill � 1 Low,CMU Sill Com -_ AS1 001 • Issued for Construction 1/6/2017 1 2 3 4 5 -- - _. - 2 3 4 D .. . . .. .. .. �,., to/.425.25931ti1 fgz:425.259.5242 —..dyke-- \ I 1716 West Marine View IMs� 8verett,WA 98201-2098 5/6"GYP.WALLBOARD \ AIR BARRIER/WEATHER RESISTIVE BARRIER / SLOTTED MASONRY ANCHORS MASONRY THRU-WALL FLASHING - - 1/2"PLYWOOD C _ _ WEEPS @ 16"D.C. C GALVANIZED LINTEL ANGLE FIBER CEMENT TRIM STOP/SEAL ALUMINUM SECTIONAL DOOR Park 77 FOR WD Arlington Investments, L.L.C. AT B� Sectional 20201 77th Avenue NE Door Head Arlington, WA B e I.Copyright 2016 DYKEMAN,Ina TRACK BY DOOR MANUFACTURER 2.The Architecfs Instrument of Professional Service. NEOPRENE ROLLER 3.For use on this project only.Obtain Architect's. written permission for any other use or reproduction. MARK DATE DESCRIPTION ALUMINUM SECTIONAL -- DOORS BULB GASKET STOP/SEAL { SADDLE THRESHOLD' PROJECT NUMBER:. 1 2014-052 APPROVEDRY ALUMINUM SECTIONAL DOOR PROJECT DIRECTOR: Michael Stevens PROJECTMANAGER: Doug Hollus CHECKED BY._ I STOP/SEAL COMBINATION JOB CAPTAIN: I Nathan..I". --------- SHEET METAL COVER PLATE X. h x _ CM VENEER - - A A Door&Window Details III I I I I I I I I I I I I=1 I I I III- 2"RIGID FOAM(R-10) -- I � Sectional Door Jamb Al Sectional Door Sill ASI 001 • -" 3711. Issued for Construction 1/6/201 I 2 3 4 5 ._ J 2 3 4 D 2X ELKS.W/(3)1 12"VENT HOLES SLOPE PER ROOF PLAN DYKEMAN GRID 2X BLKG.W/(3)1 12' W/INSECT SCREEN,NR f VENT HOLES W/INSECT 1{' ASPHALT SHINGLES OVER#30 1'-8" SCREEN,TYP. RAFTER EXTENSION, BLDG.PAPER OVER 12"SHTG. NAIL TO TRUSS ASPHALT SHINGLES OVER 30# TRUSS PER STRUCT. BLDG.PAPER ON 1/2"PLYWOOD SLOPE PER ROOF PLAN PRE-FIN 24 GA.MTL.FLASHING ` rei:4z5a59.3161 :f 4zs.zss.szsz www.aykeman.aer G 1716 W t Marine View Drive Evemtt,WA 96201-2096 I/ PRE-FIN.MTL.FLASHING PRE-FIN MTL.GUTTER I PRE-FIN.MTL.GUTTER 3/4"X 5-t2"TRIM BD.. I __ PAINT EXPOSED PLYWOOD DECKING, �R49F.G:BATT INSULATION N' RAFTER EXTENSIONS,&ADJACENT TRUSS PER STRUCT. N WALLS ABOVE TRIM BOARDS - - 5/8"GWB y PAINTED 3-1/2"FIBER CEMENT TRIM 4 VAPOR BARRIER I AIR INFILTRATION BARRIER TO I LAP MTL.ROOF WALL FLASHING ^I SCHEDULED SIDING 't PAINT EXPOSED PAINTED 3-12"FIBER CEMENT TRIM I PLYWOOD DECKING, R49 BLOWN-IN INSULATION I RAFTER EXTENSIONS, C I &ADJACENT WALLS 5/8"GWB I ABOVE TRIM BOARDS li C .SCHEDULED SIDING 5/8"GWB PAINTED 3-12"FIBER CEMENT TRIM 2X8 FRAMING @ 16"O.C. VAPOR BARRIER -- I SCHEDULED SIDING 1 R-21 F.G.BATT.INSULATION I SCHEDULED SHEATHING l WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER , • • • Park 77 Detail Roof Eve Detail FOR WD Arlington Investments, L.L.C. VARIES AT WEATHER RESISTIVE 20201 77th Avenue NE p BARRIER Arlington, WA SCHEDULED SHEATHING SCHEDULED SIDING B B This drawm . - - I.Copyright 2016 DYKEMAN,Inc. STARTER STRIP 2.The Architects Instnunent of Professional Service. ' 3.For use on this project only.Obtain Arclu[ecl's PRE-FIN 24 GA.6"X 4"MTL written permission for any other use a reproduction. ROOF/WALL FLASHING i COR-A-VENT X5(12 X 11") Z - ROOF/WALL VENT OR EQUAL MARK DATE DESCRIPTION -'i SET ON SEALANT BE. 5„' 2 X BLKG.W/3 1 12" 8 8/10/2016 Permit Revisions 5/8"GWB / 2 VENT O .— ASPHALT SHINGLES VAPOR BARRIER ASPHALT SHINGLES OVER 3D# HOLES BTWN.JTS.W/ OVER ROOFING FELT _ BLDG.PAPER ON 12"PLYWOOD INSECT SCREEN,TYP. --'- 3/4"PLYWOOD SLOPE PER ROOF PLAN R-21 F.G BATT.INSUL\ - SIMPSON A35 PAINT EXPOSED METAL EDGE TRIM R EQUAL PLYWOOD DECKING, RAFTER EXTENSIONS,& 2X4 OUTRIGGERS ADJACENT WALLS (EYE.) ABOVE ., BLOCKING W/HOLES, PAINTED 2X6 1"GYPCRETE Z�_ I TRIM BOARDS PROJECT NUMBER 2014-052 INSECT SCREEN WOOD TRIM 314"PLYWOOD JOISTS PER STRUCT. APPROVED BY: PAINTED 3-1/2"FIBER CEMENT TRIM BLOCKING PER PROJECT DIRECTOR: Michael Stevens T.O.PLYWOOD STRUCT, PRE-FIN 24 PROJECT MANAGER: Doug HoSus 1/2"PLYWOOD @ 2ND FLOOR GA.MTL. CHECKED BY: FLASHING JOB CAPTAIX'. 1 Nathan 8atallk - WEATHER RESISTIVE BARRIER _ FIBER CEMENT SDING I R-49 BATT INSULATION ' I I PRE-FIN MTL. GUTTER 3/4"TRIM BD. Y� PAINTED 3-12"FIBER CEMENT TRIM Details R49 F.G.B TT.INSUL � ,yi SCHEDULED SIDING WEATHER RESISTIVE BARRIER VAPOR BARRIER Roof Edge Detail Low Roof Detail ASI 001 _ 1 `� I „2"-''-0" 72"''-0" Issued for Construction 1/6/2017 2 3 4 5 4 1'-0 1/2" 2X6 WOOD STUDS W/R-21 D 2X2 STAINED BATT INSULATION YKEMAN CEDAR SELF-ADHERED MEMBRANE • STRUCTURAL STANDING 12 I " SEAM METAL OF il4 I SCHEDULED SIDING I METAL FLASHING FACE MOUNTED PREFABRICATED AINUM GUARDRAIUHANDRAIL SYSTEM in"PLYWOOD SHEATHING- ' W/6/8"GYPSUM SHEATHING jT�R!DECKING W/3/8"OAP BTWN,BOARDS Gutter L O O ,I WHERE INDICATED reh 92585s.51a1 fax;425.259.5242 anuw.dykeman.net all 1718 We9[Mar ne View Drive Bvarel WA 9g201-20ge SLOTTED MASONRY ANCHORS Ll 1/2"DIA, Q !; WEATHER RESISTIVE BARRIER GALVANIZED BOLTS (TYP.) `? 4"CMU in"PLYWOOD -_ - 3X10 STAINED CEDAR 5/6"TYPE"X" GWB W/VAPOR BARRIER PAINT SLOTTED MASONRY ANCHOR 6X6 STAINED CEDAR 1'-6"2X10�12"O.C' POST--- - - ""---"-- JOINT REINFORCING (TREATED) -- — BEAM PER STRUCTURAL(P,T.) -- -- in"DIA.GALVANIZED BOLTSRE'GISTRATION STAMPS I H1 Deck Edge Detail 1 Community Room Entry Trellis Detail �CMU Cap @ Wall Detail 1 1/2" 3,-0,� 1 U 1 3„ 1.0„ — C C 2-0 .. _. 2X3 R B CE "O.C. /—2X3 STAINED CEDAR 0 7 8"O.C. / in"DIA.GALVANIZED PAIRED3X8 BOLTS(TYP.) O / \ m STAINED CEDAR , \ 1/2.'DIA.GALVANIZ BOLTS(TYP.) Park 77 GALVANIZED U BRACKET,in" GALV.BOLTS. 3X8 STAINED FOR CEDARC. WD Arlington 3X10 STAINED � y CEDAR PAIRED _ 1- 4 LAG SCREWS .;; Investments, L.L.C. 1/2"DIA.GALVANIZED u' -1 A BOLTS(TYP.) — 6X8 STAINED CEDA I 20201 77th Avenue NE SX6 STAINED POST AND BRACE I CEDARPOST 1 Arlington, WA SELF-ADHERED MEMBRANE ,I 1 SIDING I INSIDE CORNER TRIM 1 AIR BARRIER 1 B 0 1/4"GALVANIZED U BRACKET,in" SCHEDULED SHEATHING I B GALV.BOLTS. WEATHER RESISTIVE BARRIER This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instrument of Professional Service. ��Trellis Detail D1 Wall Mounted Trellis Inside Corner Detail 3.For use on this project only.Obtain Ambitects 1 in"-1'0" 1 in 1 0 "—..—_— AL written permission for any other use or reproduction. 3"=1'•0° WEATHER RESISTIVE BARRIER MARK DATE DESCRIPTION 4"CMU 6 8/10/2016 Permit Revisions 1n"PLYWOOD 7 10/18n016 PR 002 —1/2"PLYWOOD SLOTTED MASONRY ANCHORS, W/JOINT REINFORCING WEATHER RESISTIVE BARRIER 5/8"TYPE X'GWB SILL GASKET FIBER CEMENT SILL GASKET ' SELF-ADHERED FLASHING SIDING S THRU•WALL FLASHING 1 PRESSURE TREATED PRESSURE TREATED min. SILL PLATE % 2 SILL PLATE N PROJECT NUMBER: 1 2014.052 --6X6 STAINED FIR POST ': r DRIP EDGE -. --_ _ SILL GASKET APPROVED BY: I -- SILL GASKET I PROJECT DIRECTOR: I Michael Stevens 2 RIGID FOAM( ) _PROJECT MANAGER: I Doug HoBus —I- --2"RIGID FOAM(R-10) _ M R•10 CHECKED BY: I -- — — JOB CAPTAIN: I Nathan BaUille 1/2"DIA.GALVANIZED BOLTS(TYP,) GALVANIZED STEEL SLEAVE -- — - _ A CONTINUOUS FOOTING DRAIN Details III a, _- CONTINUOUS FOOTING DRAIN — — _ �IGALVANIZED STEEL ANCHOR g' III IIIII II_IIL _ - FOOTING PER STRUCTURAL FOOTING PER STRUCTURAL b III —III ASI 001 _ — -I _ —I — I'—I —' 2'-6„ Issued for — — ---_—.... Z-0" Construction F1 Post Detail C1 Sill Detail-Typical �"ilil Wall _1/6/2017 _ 2 3 4 5 -. 2 3 4 5 D METAL FRAME METAL FRAME CONTINUE SCREW COVER FOR HOOD FOR HOOD LAPPING TO SUB-FRAME, WRAP W/SELF- WRAP W/SELF- WEATHER INSTALL SIDING. A SELF-ADHERED B C ADHERING p ADHERING E RESISTIVE F BASE FLASHING MEMBRANE TAPE MEMBRANE TAPE BARRIER WRAPPED OVER �i atL42a.2a6.3161 42a.258.a242 et THER SET FLANGES f� "'"'"se"r""'" RESISTIVEt IN SEALANT °\ rk;� �� (� ��J�L 1716 Wee[Marine View Drlve Everett,WA 98201-2098 \ BARRIER ® \\\ u J; J, \ \ \\ \ —SHEET METAL VENT COVER EXHAUST VENT FLASHING Through-Wall Vent C C Park 77 FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE FACE MOUNTED PREFABRICATED Arlington, WA ALUMINUM GUARDRAIL/HANDRAIL SYSTEM TREX DECKING W/3/8"GAP BTWN.BOARDS B B ' This drawing is: „! I. Copyright 2016 DYKEMAN,Inc. 1I2"DIA.GALVANIZED BOLTS ct 2.The Architect's tnstnunent of Professional Service. _ 3.For use on this project only.Obtain Architect's - 2X10 C 12"O.C. written permission for any other use or reproduction. (TREATED) SEALANT C TOP BEAM OF PER STRUCTURAL(P.T.) GROUT JOINT SIMPSON US BRACKET,OR APPROVED PRE-CAST CONC.SILL MARK DATE DESCRIPTION zz PRE-CAST CONC.SILL d B 8/10/2018 Permit Revisions E #3 BAR i� -- GALVANIZED ANCHOR BOLTS,HOOK SIDE _-. #3 BAR ' 8"CMU W/GROUT 1" 8"FULLY GROUTED CMU z a PROJECT NUMBER: 12014.052 _ APPROVED BY: I hDIRECTOR: I Michael Stevens __ I PROJECT MANAGER: I Doug HcBus CHECKED BY: JOB CAFTAN: athea..M.Nn Be 8"CMU FULLY GROUTED d d d a c c eo d ° d ° d d d Details ad ° ° ASI001 d° d° Issued for -— Construction 1/6/2017 C� CMU Column to Deck Connection B� CMU Bench Section Al CMU Column _ � • 11/2"•1'-0" _.._ 11"..1,-0„ _..... 112„-1,-0„ __... . 1 2 3 4 5 - , 2 3 4 5 Park 77 Stair Schedule First Fit. Top of 2nd 2nd Fit D Stair Bottom Top Rise First FIL Risers Fit. Rise 2nd St.Risers 1A 146.26 156,48 10,221 18 R&6,81" 166.4119.93 18R 6.62' 1B 138.8 146.55 7.75 14R 6,64" 156.48 9.93 18R 6.62' DYKEMAN 1 C 138A 146.65 8.251 15 R 6.6" ID 138.2 146.55 8.35 15 R A 6.69" 2A 146.88 168.43 11.55 20 R @ 6.93" 168.36 9.93 18R 06S2" 2B 148.02 15843 10.41 18 R 0 6.94" 168.36 9.93 18R 06.62" 3A 151.13 161.43 10.3 18 R a 6.86" 171.36 9.93 18R 6.62" 4A 153.43 164.93 11.5 20 R 0 6.9" 174.86 9.93 18R 6.62" 46 154.28 164.93 10.65 19Ra 6.7W 17486 9.93 18R 6.62' mr:nzs•zssatst ,/a�azs.zss.sz4z wuwayAeman.ner 5A 146.31 156.43 10.13 18R 6.75" 166.36 9.93 18R 6.67' rvtsweeeMsrraevtewD.;vearaae,wAse2ot-zone 6A 145,29 158.43 10.14 18 R 0 6.76' 158.35 9.93 18R 6.62" 7A 151.54 162.02 10.48 18 R 0 6.76" 171.95 9.93 18R 6.62' 8A 153.45 163.93 10.48 18 R ft 6.99" 173.86 9.93 18R 6.62" 8B 153.97 163.93 9.96 18 R 0 6.64" 173.86 9.93 18R 6.62' 9A 146 156.68 10.68 19 R @ 6.75" 166.61 9.93 18R 6.67' 9B 146.57 1%68 10,11 18R A 6.74" 166.61 9,93 18R 6.62" 10A 143.31 15343 10.12 18 R&6.75" 163.36 9.93 18R 6.62" 11A 146.07 157.43 11.36 20 R 0 6.82" 167.36 9.931 18R 6.62" 116 1 147-021 IST43 10.41 18 R a 6.94" 167.36 9.93 18R 6.62' 12A 1 139.811 151.43 11,62 20 R A 6.97" 161.36 9.93 18R 6.62" 12B 1 141.321 151.43 10.111 18 R 0 5.74" 161.36 9.93 18R 6.62' 13A 140.75 1%93 10.181 18R 0 63V 160.86 9.93 18R 6.62" 13B 134.44 140.54 6.1 11 R 0 6.65" 13C 13429 140.66 6.37 11 R 6.95" -- 13D 134.21 140.66 6.35 11 R 0 6.93" 14A 141.59 151,93 10,34 18 R 0 6.89" 148 141.83 151.93 10.1 18 ft 0 6.73" 14C 134.2 141.9 7.7 14 R a 6.6" 14D 1342 141.9 7.7 14 R 0 6-9' C 14E 134.2 141.9 7.7 14 R 0 6.6" C 14F 134.2 141A 7.7 14R 0 BA" 15A 142.96 153.43 10.47 18 R @ 6.98" 163.36 9.93 18R 6.62" 158 143.31 153.43 10.12 18 R a 6.75" 163.36 9.93 18R 6.62' 15C 135 143.4 8.4 15 R 6,72" 15D 135 143A 8.4 15 R Q 6.7Z' 15E 135 143.4 8.4 15 R 0 6.72" 15F 135 143.4 8.4 15 R 0 6.72" 16A 144.23 154A3 10.2 18 R 0 6.8" 164.36 9.93 18R 8.62' 168 144.4 154,43 10.03 18 R 6,69" 164.36 9.93 18R 6.62' • 16C 136.5 144.4 7.9 14 R 6.77" 11 136.5 144.4 7.9 14R 6.77" Park 77 I r: 136.5 144.4 7.9 14 R 6.77" 16F 136.5 144.4 7.9 14 R 6.7T' 17A 146.26 168.61 12.35 22 R 6.74" 168. 9.93 18R 6.62' NOTE:REFER TO SD1.1 FOR STAIR LOCATIONS FOR W D Arlington NOTE:METAL STAIRS TO BE DESIGN-BUILD -CONTRACTOR TO PROVIDE InvestmeAnts, L.L.C. 1 POSTS a5'o.C. z"DIA TOP 20201 77th Avenue NE Arlington, WA 2"DIA.TOP HAND RAIL - This drawing is: HAND RAIL 1.Copyright 2016 DYKEMAN,Inc. 2"DIA.GUARD RAIL 2.The Architect's Instnuneat of Professional Service. 1/2"BALUSTER 412"O.C. 3.For use en this project only.Obtain Architect's 12"BALUSTER @ 4 12"O.C. written permission for any other use or reproduction. 1 12"DIA.HAND RAIL 4"POSTS @ 5'O.C. MAX MARK DATE DESCRIPTION 4„ : 6 8/102016 Permit Revisions MAX --PREFABRICATED ALUMINUM GUARDRAIL/HANDRAIL SYSTEM -:.® STRINGER PER STRUCTURAL ° ®(® PROJECTNUMBER: 12014-052 b _ APPROVED BY: PRECAST CONCRETE STAIR TREAD ` PROJECTDIRECTOR Michael Stevens W/12"RADIUS @ NOSING ® ® STRINGER PER STRUCTURAL PROIECTMANAGER: I Doug Hoflus CHECKED BY: JOB CAPTAIN: I Nathan Bataille ® ® GALVANIZED BOLTS(TYP.) PRECAST CONCRETE STAIR TREAD ® ® W/12"RADIUS NOSING PRESSURE TREATED WOODSTRINGER PER STEEL FLANGE STRUCTURAL A '.GALVANIZEDSTEELANGLE c} T BEAM PER STRUCTURAL -- .. q. id a Stair retails -Typical �A TREX DECKING T 2X1012 O.C. °, III-III III- III PRECAST CONCRETE STAIR TREAD Ii 11-III I-III-III III-III III-III- 1J .GALVANIZEDSTEELANGLE 2 I - - I I -I - � LAG BOLTS Stair Section To Connection Stair Section 2 11 Stair Section � • 12"o V-o" j 001 Issued for Construction 1/6/2017 2 3 4 - 5 2 3 4 5 WALL PER SCHEDULE D 3 112' :! 2"DIA.PIPE GUARD RAIL 1 1/2"DIA.PIPE HAND RAIL " ' DYKEMAN N n1425.2a9.a161 fu:4282a9.a242 w�it%rlvA-rnrcrr.rye! 1'll6 West Merinc View Drlwf L'vercn,WA Y8201-2098 DOWN N C WALL PER SCHEDULE Park 77 �3 1/2" 2'DIA.PIPE GUARD RAIL 1 1/2"DIA.PIPE HAND RAIL iV ADJACENT VERTICAL SURFACE WHERE FOR C OCCURS WD Arlington 'MAX Investments, L.L.C. N t,.o„ AT 2112" 20201 77th Avenue NE S. Arlington, WA Bl B i This drawing is: 1.Copyright 2016 DYKEMAN,Inc. 2.The Architect's Instr u tent of Professional Service. 3.For use on this project only.i Obtain Architect's written permission for any other use or reproduction. DOWN - - MAPK DATE DESCRIPTION n UP b UP e PROJECT NUMBER: 1 2014-052 APPROVED BY: I T'DIA.PIPE GUARD RAIL PROJECT DIRECTOR: I Michael Stevens PROJECT MANAGER: I Doug Hoflus 1 1/2"DIA.PIPE HAND RAIL CHECKED BY: 1 JOB CAPTAIN: 1 Nathan Sataille A go A Stair Details -Typical — N TREX DECKING BELOW — 3 1/2" WALL PER SCHEDULE TREX ASI 001 1/ WALL PER SCHEDULE Issued for Construction 3 p ___ Stair Detail Plan- Intermediate Landing Stair Detail Plan-Bottom Stair Detail Plan-To �� 1/6/2017 • 11/2°=1'-0' G 11/2°=1.0' 11/2"-T-X 1 2 3 I 2 3 4 5 D tek 92S.259.9161 f 425.259.5242 www.dYkemaartet I]18 West Marine View Drive Bverelt,WA 99291-2099 C C Park 77 FOR WD Arlington Investments, L.L.C. AT 20201 77th Avenue NE Arlington, WA PER PLAN VERTICAL POSTS B 5'O.C. B HANDRAIL This dauving Is: .._..._ I.Copyright 2016 DYKF.MAN,,nc. 2.The Architects, t- t £Professional Service.. 3.For.use on th s pnjjw only.Obtain ArcNteafs written permtssinn hn any other use or reproduction. 1 1112"DIA.PIPE MAX. _ RAIL-PAINTED MARK DATE DESCRIPTION SEE STAIR PLANS --- FOR RISE AND RUN TYR BROOM FINISH �I�I rl 1,"MIN. PROJECT NUMBER: 1 2014A52 Oa'- SLEEVE MOUNTED MIN. _ APPROVED BY I CORED SLEEVE FOR M.5 NOSING BAR HANDRAIL MOUNTING HANDRAIL PROJECT DIRECTOR Michael Stevens tid $.F o III ) PROJECT MANAGER: Doug Hofius ASPHALT EXPANSION JOINT CHECKED BY: I SIDEWALK CONFIGURATION 1 0 i rl -I—� JOB CAPTAIN: ( Nathan Bataille CONCRETE STEPS � SEE STAIR PLAN FOR -- AT LANDING �- 0 A 2 J.,n "MiNIMUM CRUSHED J - t SURFACING TO COURSING�. is Stair Details — Cast in A G. _ 2"COURSE SAND i//� — Place #4 AT 1'-0"O.C.EACH WAY HOOK ro III_ ASI 001 MINIMUM INTO SIDE WALLS-NP. NOSING AND TRANSVERSE BARS 1'-0" _ _ ! Issued for Construction 1/6/2017 Stair Section-Cast in Place Base Detail Stair Section-Cast in Place • • 1 2 3 4 5 i. 2 3 4DYKEMAN 5 D cei:4zs.2ssalsl �:4zs.usszsz aww.dykenor.ner i 1718 Weet Merine View Drive E4erety WA 98201-2098 C h STEEL COLUMN- C LJ EXTEND TO ROOF �J III - - A PREFABRICATED ALUMINUM c GUARORAILA-ANDRAIL SYSTEM \ Park 77 III ; . L FOR WD Arlington \ 1� Investments, L.L.C. u— \✓ AT 20201 77th Avenue NE Arlington, WA I I B — \\ �:� B This drawing is: C�1 \\\ �✓ r�� 1,Copyright 2016 DYKF,MAN,Inc. 2.The Architect's Instrument of Professional Service. \, _ or e w PmJ only.th's 'ectObtain Architect's , PR ABRICATED 3F us written enmsstoo foran other use or chop. � P Y C 1 repradu . ALU INUM GU RAILMANDRAIL r �� SV EM MARK DATE .DESCRIPTION 5 8/102016 Permit Revisions to I I L C-1 C 1 \\ 2"DIA.TOP w III GUARDRAIL to LiC— ryry----�� it 1 12"DIA.HAND ST EL COLUMN pia 2"DIA,TOP PROJECTNUMBER: 2014-052 RAIL PE STRUCTURAL L1l 1"POSTS @ 5' GUARD RAIL APPROVED BY: O.C. PROJECT DIRECTOR Michael Stevens 1,2 BARRIER RAIL PROJECT MANAGER Doug Hofius � 12'BALUSTER @ � RAIL"DIA.HAND CHECKED BY: I C 12 O.C."�1 4 70B CAP'1AIN: Nathan Bataille J — GALVANIZED ,"POSTS @ 5' .-_. C STEEL STRINGER RRIER RAIL O.C. 12"BALUSTER - ELSTRN R m 412"OC u s a '�. STEEL STRINGER A III I �= N_ r Stair Details - Section A I_—i II=111„IIII III-111� „IIJ !I! TI —.III—,II III;, SEE STAIR SCHEDULE PRECAST I I_III III III— CONCRETESTAIR (�—III— III—III —III II III III — TREADS @ 1 i" — .TREAD PRECAST � CONCRETE STAIR TREAD 2 T ical Ant. Ent Stair Section BL n a ecti 1 a„_ ,2„_,,4, Issued for Construction 1/6/2017 1 2 3 4 5 _— — Permit#: 1070 Permit Date: 07/01/16 Permit Type: COMMERCIAL BUILDING Project Name: Park 77 - Master Q Applicant Name: Dykeman Architects Applicant Address: 1716 W Marine View Drive Applicant, City, State, Zip: Everett,WA 98201 Contact: Doug Hofius Phone: 425-259-3161 Email: dough@dykeman.net Scope of Work: Type E - Residential Apartments Valuation: 935515.35 Square Feet: 9135 Number of Stories: 3 Construction Type: Occupancy Group: ID Code: Permit Issued: 06/29/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00829100000103 20227 77TH AVE NE PARK 77 5J,LLC 126 MULTI- FAMILY MKT Contractors Contractor Primary Contact Phone Address Contractor Type License License# EXXEL PACIFIC INC 360-734-2872 323A CONSTRUCTION UBI 601 175 198 TELEGRAPH RD CONTRACTOR EXXEL PACIFIC INC 360-734-2872 323A CONSTRUCTION Labor and EXXELPI073KN TELEGRAPH RD CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 04/23/2018 Inspection Drop lids all floors complete 04/20/2018 BUILDING Approved 03/23/2018 FS07.FIRE BUILDING Approved SPRINKLER FINAL 08/07/2017 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 07/01/2016 COMMERCIAL z.Christopher Young BUILDING 07/01/2016 COMMERCIAL BUILDING BUILDING 07/01/2016 COMMERCIAL z.Tom Cooper BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $7,387.23 Building Plan Review Table 4-2 $4,801.70 State Surcharge- 1 st DU Residential- 1 st Unit 1 unit $4.50 Traffic Mitigation-C/MF Commercial/Multi-family $11,779.38 Park-Community MF Multi-family 9 Units x$1,497.00 $13,473.00 State Surcharge-add'1 DU Residential Additional Units 8 units $16.00 Total $37,461.81 Attached Letters Date Letter Description 06/07/2017 Building Permit 07/18/2016 Review Comment Form Payments Date Paid By Description Payment Type Accepted By Amount 06/29/2017 Park 77 5J LLC check#5120 Launa Black $37,461.81 Outstanding Balance $0.00 Notes Date Note Created By: 09/01/2017 Bldg.#1 Kristin Foster 01/05/2017 Phase I;buildings 5,9, 10, 11, 12, 13, 14, 15, 16, 17(Community)Issued 1-5-2017 Launa Black 12/13/2016 Deleted photocopy fee and added to Bldg 5 to be paid for with phase 1.KF Kristin Foster Total Fees for 17 Buildings. Building Permit Fee-$95,023.00 12/08/2016 Building Plan Review Fee-$61,765.00 Launa Black State Surcharge- Community Park Fee 182 units @$1,497.00 per unit=$272,454.00 Traffic-71 PMPHT @$3,355.00=238,205.00 11/09/2016 Mechanical and plumbing permit and plan review fees are included. Kristin Foster 11/09/2016 Need updated park mitigation fees. Kristin Foster 07/01/2016 Plans are available for view in the CED plan review room. Kristin Foster Uploaded Files Date File Name 06/29/2017 2411986-1070 Issued Permit.pdf 01/05/2017 2037297-Project Areas by Phase 12 08 2016.pdf 08/10/2016 1780958-Architectural-City Comments-072016.pdf 08/10/2016 1780957-Building Permit Comments Narrative.pdf 07/01/2016 1708418-1070 Park 77 Structural Calcs Part4.pdf 07/01/2016 1708419-1070 Park 77 Structural Calcs Partl.pdf 07/01/2016 1708416-1070 Park 77 Structural Calcs Part2.pdf 07/01/2016 1708417-1070 Park 77 Structural Calcs Part3.pdf 07/01/2016 1708413-1070 Park 77 Project Manual 2 Part2.pdf 07/01/2016 1708414-1070 Park 77 Project Manual 2 Part3.pdf 07/01/2016 1708415-1070 Park 77 Project Manual 2 Partl.pdf 07/01/2016 1708410-1070 Park 77 Project Manual 1 Part2.pdf 07/01/2016 1708411-1070 Park 77 Project Manual 1 Part3.pdf 07/01/2016 1708412-1070 Park 77 Project Manual 1 Partl.pdf 07/01/2016 1708136-1070 Park 77 Application.pdf Park 77 Carport Footings Revised layout 7/ 1/2017 with conflicts minimized -- -- / �!I DUMPSTER AND 40 U' 40C) COMPACTOR Contractor to verify location of storm dr age features prior I LOCATION SCALE 1- = 4 to installation. NORTI- 3/2/1017'1 41 - \r f ,p ;'��g1�y Al E •'/ ,yj�yjrl 4? 0 m, 6;V STORMWi f %• A ' A/ f � -al MSC -- r 2 ALLi ununE 3. CON-RAC'f0 LOW AREAS 4. CON-RACTO HE ASPHAT li / II r ACILPY. ASPH Aoyr �4 o�N a. \ O l — `-� ANDARD DETA �r s 7 ca. _ I its SA REQUIRED.rY MEET J r'r f -a �>JjCB l3B � - � �'�' _ AiIONCOS DIFFE I y--s r vFiaF CA 3.1 AS DIRF —— i � .8� ,. ewe. ! ��f i � } ' 11 D CLAY. .. CB/1 NEER PRIOF ., iy ��$ ' /t r :: Ca lls PL4 OFIOR FOC �,q�s ,Jy ,g '® / `. _ r — 7 DRAIN ca�'• ,r9 FRl`i8 w 50c0 1 P ED POSIT strC12; F77 ee I28 � tells I I vim!D - r145.75 L41 114r .. l8 I m srrz¢Ay I R I 77 I FFF =luenD .RF =FSU.F,S I—G; Ill II �i e FFBu.=1wx I stalls I ft � .nti- e i � � I 'ff� '��: - g aa❑ sla9aS I ��3 1 i i J[ ce la 1�24•r� E• �g /b SUC0 11 CA ! � — _ �-CS - s F BB 2 4A �. 1i � stalls ROG22 PF DllUd.=TM KDG 33 FF EBW.=1m® I 114FM �.- RF ELM._'151.0 •�` 1"\ 1\ { 15A'�"' T .CQ r=xr--� R0 ° y�L s I stal s „J -- -- Community & Economic Development PLANNING & LAND USE DIVISION c Christopher Young, Director 18204 59TH Avenue NE 360-403-3551 December 9, 2016 Williams Investments 1020 W Casino Rd Everett, WA 99204 RE: Park 77 Building Permit Certificate of Occupancy Certificates Dear Mr. Kilby: The City of Arlington will be issuing building permits for Phase I of the Park 77 project located at 20227 77th Avenue NE, Arlington, WA 98223. Phase I for this project consists of building #5, 9, 10, 11, 12, 13, 14, 15, 16 and the Community Building. We have broken down the permit fees (see attached excel spreadsheet) to show you what each building will cost for permitting, however these 10 building permits will be issued at the same time. As each individual building is completed and receives a final inspection from the City of Arlington, a Certificate of Occupancy will be issued for that building. Phase II of the Park 77 project will be completed the same way. Permits consisting of building #1, 2, 3, 4, 5, 6, 7, 8 will all be issued at the same time. As each individual building is completed with a final inspection, a Certificate of Occupancy will be issued. Please let me know if you have any questions or if your financial institution needs further information. Sincerely, l�{gr-O City of Arlington Associate Planner Park 77 Building Areas by Phase 12/8/2016 Building Number Area(s.f.) 1 BR units 2 BR units 3 BR units Total Units Traffic Community Building Impact Fee Park Fee Permit Fee Phase 1 Buildings 5 9,140 3 2 4 9 $11,779.38 $13,473.00 $12,209.43 9 11,745 3 5 4 12 $15,705.84 $17,964.00 $14,624.73 10 9,140 3 2 4 9 $11,779.38 $13,473.00 $12,209.43 11 11,745 3 5 4 12 $15,705.84 $17,964.00 $14,624.73 12 15,700 6 6 4 16 $20,941.12 $23,952.00 $18,021.02 13 9,135 3 2 4 9 $11,779.38 $13,473.00 $12,209.43 14 11,430 3 5 4 12 $15,705.84 $17,964.00 $14,354.36 15 11,430 3 5 4 12 $15,705.84 $17,964.00 $14,354.36 16 11,430 3 5 4 12 $15,705.84 $17,964.00 $14,354.36 Community Bldg 5,870 3 3 $3,926.46 $4,491.00 $8,629.17 Phase 1 Subotal 106,765 33 37 36 106 $138,734.92 $158,682.00 $135,591.02 $433,007.94 Phase 2 Buildings 1 9,135 3 2 4 9 $11,779.38 $13,473.00 $12,209.43 2 15,700 6 6 4 16 $20,941.12 $23,952.00 $18,021.02 3 9,140 3 2 4 9 $11,779.38 $13,473.00 $12,209.43 4 11,745 3 5 4 12 $15,705.72 $17,964.00 $14,624.73 6 9,140 3 2 4 9 $11,779.38 $13,473.00 $12,209.43 7 9,140 3 2 4 9 $11,779.38 $13,473.00 $12,209.43 8 11,745 3 5 4 12 $15,705.72 $17,964.00 $14,624.73 Phase 2 Subtotal 75,745 24 24 28 76 $99,470.08 $113,772.00 $96,108.20 $309,350.28 Grand Total 182,510 182 $238,205.00 $272,454.00 $231,699.22 $742,358.22