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HomeMy WebLinkAbout4228 AIRPORT BLVD_BLD3239_2026 CITY OF ARLINGTON FIRE STATION # 48 h .. a y PROJECT TEAM PROJECT DATA - % CARLETTI ARCHITECTS P.S. OWNER CITY OF ARLINGTON PROPERTY INFORMATION I �" ��A ow"� 238 NORTH OLYMPIC AVENUE 111 # " PROPERTY ADDRESS 51et AVE NE(AIRPORT BOULEVARD( t STATION F48 _F _ ..�^ 116 EAST FIR STREET ARLINGTON.WA 08225 (INERSECTION OF 43rd AVE NEI I ` PHONE. (3601 403-4603 ARLINGTON.WA 08223 " " � � SUITE A BUILDING CODE 2016 IBC/2015 IFC MOUNT VERNON. WA. 98273 PAX, (3601 438-4677 EMAIL.pollie0ci.arkngton.wama ENERGY CODE 20l5 rASH1NGTON STATE ENERGY CODE ,,,, !/, .�� ""• � "- - CONTACTS, PAUL ELLIS IWSECl/IECC/WAC 51-11(CLIMATE ZONE 4CI - -- FOX: 360 424-5726 FIRE SPRINKLERS YES FOX, 00I 424-5726 ARCHITECT FIRE ALARM YES 1 II CARLETTI ARCHITECTS.P.S. TAMPER/PLOW SWITCH W/MONITORING / • e4ze 11A E FIR 6T,SUITE A REQUIRED MINIMUM IF>THAN 100 HEADS ,,. -. -- ',-- a E 'RED W/MINIMUM(1)MANUAL PULL STATIONS ='F< :` �R' ""�' ,,,- ate_ "' ITECT MOUNT VERNON,WA.98273 ZONING PHONE, (360)424-0504. FAX. (360)424-5726 ZONING BUSINESS PARK USE IS APPROVED EMAIL,petarecarlottiarchitecte.com CONTACT, PETER CARLETTI LOT ACRES 217.800 SF OR 5 ACRES pEfSR STA1E WASHNOTON CIVIL ENGINEER/SURVEYOR TAX ACCOUNT# DRAWING INDEX SOUND DEVELOPMENT GROUP 31082100202000 1111 CLEVELAND AVE.SUITE 202 ANEW FIRE STATION FOR: MOUNT PHONE,(36 IO CITY OF ARLINGTON 404-2010273 MECHANICAL A•0.0 COVER SHEET/GENEARL NOTES/CODE ANALYSIS LEGAL DESCRIPTION OCCUPANT LOAD/ EXIT REQUIREMENTS 1ST A-0.1 BARRIER FREE NOTES 6 DETAILS STATION #48 FAX, (380)404-2013 ENERGY CODE NOTES COVER EMAIL,pot0edg-Ilo.com PART OF OVERALL AIRPORT MASTERPLAN ROOM AREA OCC. OCC. EXITS REQ'D M 1.10 SCHEDULES ARLINGTON, WA 98223 CONTACT,PAT SEVERIN NAME PACTO LOAD CIVIL M-1.2 SCHEDULES BUILDING CODE DATA M-1.3 SCHEDULES OCCUPANCY OFFICE (B) OFFICE(SPRINKLERS)STRUCTURAL ENGINEER (B) OCCUPANCY (3,027 Sr) C-1.0 COVERSHEET M•1.4 VRP DIAGRAM DAVIDO 8 ASSOCIATES OCCUPANCY SLEEPING AREA IR•21•SLEEPING ISPRINKLERSI VESTIBULE/ENTRY 182 <40 ONE EXIT REQ'D C-1.1 EXISTING CONDITIONS.DEMOLITION 6 T.E.S.C.PLAN M-2.0 BELOW SLAB PLAN-PLUMBING 2124 RIVERSIDE DRIVE.SUITE 211 OCCUPANCY APPARATUS BAYS (SA)_APPARATUS STORAGE(SPRINKLERS) (11 EXIT PROVIDED(OKI C-1.2 T.E.S.C.NOTES 6 DETAILS M-2.1 FIRST FLOOR PLAN-PLUMBING MOUNT VERNON.WA 08273 HALLWAY 208 - < 0 EXIT REQ'D C-2.0 PROPOSED OVERALL SITE PLAN M•2.2 SECOND FLOOR PLAN-PLUMBING AC CONTACT: M-3.1 PHONE,360.809-1100 EXT,301 CONSTRUCTION TYPE V-B((BI ALLOWABLE(2)STORY 9,000 S.F.) (1)EXIT PROVIDED(OKI C-2.1 PROPOSED SITE LAYOUT 6 UTILITY PLAN M-3. SECOND FLOOR PLAN 0 FIRST FLOOR PLAN•- HVAC CAUL ELLIS I(R-2)ALLOWABLE(1)STORY 7.000 S.F.) OFFICES 541 100 5 <.4 0 EXIT REQ'D_ C-2.2 PROPOSED SITE GRADING PLAN PAX,(206I 12 M-3.2 ROOF PLAN -HVAC CAPITAL PROJECTS MANAGER EMAIL.Jordan0doanOdogengr.com II5-11 ALLOWABLE 111 STORY 0,000 S.F.) I 1 Itl EXIT PROVIDED(OKI C-2.3 SITE DRAINAGE PLAN M-4.0 DETAILS CONTACT, JORDAN JANICKI FIRST FLOOR OFFICE(51 Sr 5,027 S.F. REPORTS LIBRARY 86 100 .86 <40 ONE EXIT REQ'D C-2.4 DETAILS M-4.1 DETAILS 360-403-4603 FIRST FLOOR SLEEPING AREA(Ra)SF 1,418 S.F. (1)EXITS PROVIDED(OK) C-3.0 SPECIFICATIONS MECHANICAL ENGINEER F]RST FLOOR APPARATUS(S-1)Sr 4,822 S.F. DAY ROOM.DINING,KITCHEN 979 100 0.7 09 ONE EXIT REQ'D ELECTRICAL HARRI GROUP PVALLEY RD,STE 120 FIRST FLOOR TOTAL Sr 10.167 S.F. POLICE OFFICE 08 100 .08 (2)EXIT EXITDED REQ'D(OKI E•0.1 DEVICE MOUNTING DETAILS.LEGEND.CABLE CODES 6 INDEX 20201 CEDAR E•0.2 NOTES.MECH 6 KITCHEN SCHEDULES 2ND FLOOR STORAGE SP 604 S.F. (11 EXITS PROVIDED(OK) ARCHITECTURAL LYNNWOOD.WA OB036 E•1.1 SITE PLAN PHONE, (4251 774.5820 2ND FLOOR EMS/STOR.STOAGE Sr 561 S.F. TRAINING ROOM 1135 15 75.66 >50 TWO EXITS REDD E-2.1 FIRST FLOOR POWER PLAN FAX, (4261 672.2084 SECOND FLOOR TOTAL 5F 1.255 S.F. (21 EXITS PROVIDED(OKI A-1.0 SITE PLAN E-2.2 FIRST FLOOR MECHANICAL CONNECTION PLAN EMAIL, Joa.StawartOharciegroup.00m TOTAL BUILDING Sr 11,422 S.F. FITNESS ROOM 468 50 0.36 149 ONE EXIT REQ'D A-1.1 SITE DETAILS E•2.3 MEZZANINE POWER PLAN M CONTACT, JOE STEWART COVERED CANOPY SF 566 S.F. \ (11 EXIT PROVIDED(OKI A-2.0 EXITING PLANS E-2.4 DETAILS 1 TOTAL BUILDING BPI W/COVERED CANOPIES 11,788 S.F.SEE AREA CALC•(OK) CONFERENCE ROOM 140 15 0.3 I ONE PROVIDED RDQ(OKI A-2.1 FIRST FLOOR PLAN 1/8'•1'-0' E•3.1 FIRST FLOOR LIGHTING PLAN IvV EXITSA-2.2 SECOND FLOOR PLAN 1/8'•1'-0' E-32 APPARATUS BAY LIGHTING PLAN ELECTRICAL ENGINEER A-2.4 1ST FLOOR REFLECTED CEILING PLAN 1/8'•1'-0' E-3.3 MEZZANINE LIGHTING PLAN KEN KOK ENGINEERS AREA YARD INCREASE CALCULATION (R-2) OCCUPANCY (1,418 SFI A•2.5 2ND FLOOR REFLECTED CEILING PLAN 1/8'4•0' E-3.4 LIGHTING DETAILS 208 3rd STREET A-2.6 ROOF PLAN 1/8*-1'-0' LYNIIEN.WA 08264 AREA INCREASE FACTOR DUE TO FRONTAGE If•100IIP/PI•.25IW/90 MENS RESTROOM,MENS SHOWER.WOMENS 405 - - A•2.7 DOOR.WINDOW SCHEDULES E-3.5 LIGHT]NG FIXTURE SCHEDULE PHONE. 13801 354-4757 BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY N 154'-0'•W 03'-0'.E 164'-0'.S 95'-0' P RESTROOM/SHOWER.LAUNDRY ROOMS A-2.8 FINISH,MATERIAL SCHEDULES E-4.1 FIRST FLOOR ANCILLARIES PLAN 18-261 A-3.O ELEVATIONS E-42 MEZZANINE ANCILLARIES PLAN _n FAX. (360)354-6794 F•404'-0' HALLS 320 - - A-4,0 BUILDING SECTIONS A&B E-4,3 ANCILLARIES DETAILS EMAIL, billdiaphule0k•anginaare.aom NORTH EAST SOUTH A-4.1 BUILDING SECTIONS C&D E-5.1 FIRST FLOOR TELECOMMUNICATIONS PLAN CONTACT, BILL DIEPHUIS PERIMETER OF ENTIRE BUILDING 154.0',.03'-0'..154'-0',.03'-0'•P (7)SLEEPING UNITS 695 100 6.03 <50 ONE EXIT REQ'D A•4.2 BUILDING SECTIONS E.F6G E•5.2 MEZZANINE TELECOMMUNICATIONS PLAN P•404'-0' WEST (11 EXIT PROVIDED EA.(OK) A•4.3 BUILDING SECTIONS H E-5.3 COMMUNICATIONS DETAILS REVISIONS: WIDTH OF PUBLIC WAY OR OPEN SPACE MAX.SIDE 50' A•5.0 TYPICAL WALL SECTIONS E-5.4 COMMUNICATIONS DETAILS 5/29/20 PERMIT SUBMITTAL LANDSCAPE ARCHITECT (5-1) OCCUPANCY 14,822 SFI A•5.1 TYPICAL WALL SECTIONS E-6.1 POWER SYSTEM RISER DIAGRAM d SCHEDULES FRONTAGE INCREASE FACTOR If•100((404'/494')-.25)30/30)• 75 PERCENT EDULES ECCOS DESIGN APPARATUS BAYS 9.839 200 10.17 <50 ONE EXIT REQ'D A•5.2 TYPICAL WALL SECTIONS E-6.2 PANEL SCH 505 5 16T STREET,SUITE B Aa•At•(Atlf/1001•IAtla/1001 (21 EXITS PROVIDED(OK) A-5.3 TYPICAL WALL SECTIONS 07/08/20 BID SET MOUNT VERNON.WA 98273 TABULAR AREA PER FLOOR•At• 0,000 S.P.FOR B BUNKER GEAR 111 - - A•8.0 STAIR DETAILS LANDSCAPE PHONE, (560)410.7400 7,000 S.P.FOR R•2 L-1 COVER SHEET 6 NOTES A-6.1 DETAIL9 L-2 PLANTING PLAN FAX. (800)508-2017 0.000 S.F.FOR S•1 RESTROOM 74 - A-6.2 DETAILS IR-1 IRRIGATION PLAN EMAIL, patrik0accoedae1gn.com AREA INCREASES PERCENTAGE A-6.3 DETAILS IR-2 IRRIGATION PLAN CONTACT. PATRIK DYLAN FACTOR DUE TO SPRINKLER LS OO DECON 143 A-6.4 DETAILS SYMBOLS DESIGN AS R-2 OCCUPANCY ALLOWABLE AREA A-6.5 DETAILS DEFERRED SUBMITTALS Aa•7,000.I7.000 X 75/1001•(7,000 X 200/1001 26,250 S.F.>11.788(OK) FIRE SPRINKLER RISER 07 - - -PRE FAB TRUSS DRAWINGS /� HOSE,SCBA,WORK ROOM,EMS STORAGE 343 200 1.7 150 ONE EXIT REQ'D ID-20 INTERIOR EILEVATIONSSH PLAN/PA[NT PLAN SEPARATE PERMITS ,/ ` NORTH ARROW III EXITS PROVIDED EA OK ID•2.1 INTERIOR ELEVATIONS CONTRACTOR TO SUBMIT IN FIRE FLOW ELECTRICAL 131 - -FIRE PROTECTIONS SYSTEM FIRE SPRINKLERS STRUCTURAL -FIRE PROTECTIONS SYSTEM-FIRE ALARM 6 DETECTION SYSTEM \1 GRID LINE V•B 12.1121 Sr WITH CANOPIES(REQUIRED FIRE FLOW 30001 STAIR 84 - S-1 GENERAL NOTES •SIGNAGE PERMITS REDUCE BY 50%FOR SPINKLERS•1.500 REQURRED IOK) S-1.1 GENERAL NOTES CONT, SPECIAL INSPECTIONS REQUIRED (10,167 SFI 9-2 FOUNDATION PLAN 9-3 SECOND FLOOR FRAMING PLAN PER IBC CHAPTER 17 PROVIDE THE FOLLOWING SHEET TITLE: A BUILDING SECTION RATED WALLS/ UNPROTECTED OPENINGS S-4 ROOF FRAMING PLAN SPECIAL INSPECTIONS. A-40 9-5 MAIN FLOOR SHEARWALL PLAN EARTHWORK AND COMPACTION B TO A S-1 WOULD BE NON RATED WALLS REQUIRED PER TABLE 508.5.5 2ND FLR (1,255 SFI 5-5.1 SECOND FLOOR SHEARWALL PLAN STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING COVER SHEET B TO A R-2 WOULD BE ONE HOUR RATED WALLS REQUIRED PER TABLE 808.3.3 GENERAL STORAGE 694 300 2.3 <10 ONE EXIT REQ'D S-6 CMU WALL ELEVATIONS EPDXY AND DOWLED ANCHORS AND REBAR 4 A WALL SECTION S-1 TO A R-2 WOULD BE TWO HOUR RATED WALLS REQUIRED PER TABLE 508.3.3 (INCULDES STAIRS) (1)EXITS PROVIDED(OKI 5-6.1 CMU DETAILS STEEL REINFORCEMENT 4o EMS STORAGE 581 300 1.87 <10 ONE E%IT REq'D S-7 FOUNDATION DETA]LS CONCRETE NOTE, WE ARE DESIGNING THIS BUILDING USING NON•SEPARATED USES PER SECTION s 508.5.2. WE ARE DESIGNING THE FACILITY TO MEET THE MOST RESTRICTIVE USE (1)EXITS PROVIDED(OKI S-8 FLOOR FRAMING DETAILS SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES A.s.o DETAIL REQUIREMENTS OF THE R-2.WE ARE PROPOSING A 2-HOUR FIRE BARRIER BETWEEN S-0 ROOF FRAMING DETAILS THE S•1 OCCUPANCY AND THE B/R-2 OCCUPANCIES S-0.1 ROOF FRAMING DETAILS WSEC C406 ADDITIONAL ENERGY 11.422 11.422 - 143.2 >50 TWO EXIT REQ'D S-10 SHEARWALL DETAILS PACKAGE OPTIONS PROPERTY CORNER TOTAL (6)EXITS PROVIDED(OKI AS REQUIRED BY WASHINGTON STATE ENERGY CODE THE FOLLOWING INTERSECTION ALL EXTERIOR WALLS ARE GREATER THAN 10' TWO ENERGY OPTIONS ARE TO BE USED ON THIS PROJECT TO ANY PROPERTY LINE THEREFORE NO RATED EXTERIOR WALLS SEE SHEET A-2.0 FOR EXITING PLAN INCLUDING, 1. ENERGY OPTION#2 REDUCED LIGHTING POWER IN ACCORDANCE (ram TOP OF SUBFLOOR AND OR PARAPETS ARE REQUIRED WITH SECTION C408.3 V_ 1_ EL.10'•10 1/2' ELEVATION MARK -TRAVEL DISTANCE<10TR TO COMMON PATH OF TRAVEL FOR B/S-L AND'FOR FOR IR-2)IOKI VICINITY M A p 2. ENERGY OPTION 06 PROVISIONS OF A DEDICATED OUTDOOR AIR `v PARKING CALCULATION -OVERALL DIAGONAL ACCESS TRAVEL DISTANCE<250'-0'FOR(R•2.8•1)AND 250'POR IBI(OKI SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH -1/3 THE DIAGONAL DISTANCE(OK) 26.00'(NEW) SPOT ELEVATION -EGRESS WIDTH PER OCCUPANT SERVED(OK) -EXIT LIGHTS IOKI SECTION C406.8 23.72'(EXIST.) PARKING REQUIREMENTS PER CITY OF ARLINGTON LAND USE CODE. TABLE 20,72-7,TABLE OF PARKING REQUIREMENTS OFFICE COPY ROOM-NAME USE 13.000 FIRE STATIONS.1 SPACE PER 400 SF PLUMBING CALCULATIONS OF GROSS FLOOR AREA. Pic ROOM NAME/NUMBER PROJECT ARCHITECT. 11.422 TOTAL SF/400•28.55 OR(291 PARKING STALLS REQUIRED O DOOR MARK SIZE S.P./ OCCUPANT RR RR1 50 TOTAL STALLS PROVIDED(OKIREVI:SED' ' PJC OCCUPANCY OCCUP. OCCUPANT LOAD RED PROV. OWINDOW MARK (26-50)STALLS(2)ADA STALLS REQUIRED PER TABLE 1106.1 DRAWN BY. (2)ADA STALLS PROVIDED(OK) FIRST FLOOR Pic [� 'B'OCCUPANCY/ 3,027 100 30.27 CHECKED BY, cai STANDARD PARKING STALLS ARE TO BE 9 X 19 'R-2'OCCUPANCY 10 MEN 1 9 INCLUDES 1 URINAL FLOOR MATERIAL _ z ADJACENCY DRIVE AISLES FOR 90 DEGREE PARKING ARE TO BE 24 FEET WIDE 10 WOMEN 1 2 APRIL 9, 2020 FOR 2-WAY TRAFFIC 'S•1'OCCUPANCY 4.822 200 48.22 ALIGN 1 1 N ALIGNMENT OF ITEM DATE J Received REVISION MARK FIRE STATION - WAC SEP 142020 CO PRUT R\FILEE NAMEINGS\I8•261 - THE FOLLOWING WAC REQUIREMENTS SHALL APPLY TO THIS PROJECT FOR FIRE STATIONS (4)FULL RESTROOMS PROVIDED CITY OF ARLINGTON 1.WAC 206-305-06601 REQUIREMENTS FOR FIRE DEPARTMENT FACILITIES BUILDING DEPARTMENT 2.WAC 206-306.06503 GENERAL REQUIREMENTS 1 INTERIOR ELEVATION 3.WAC 206-305.06606 SANITATION.DISINFECTION.CLEAN]NG,AND STORAGE DRINKING FOUNTAINS APP ovEp 4.WAC 206.305-0650 SLEEPING AREAS DATE ,�� 2 •7.0 4 MARKS A 0 . 0 5.WAC 296-305-06509 APPARATUS AREAS 111 DRINKING FOUNTAIN REQUIRED FOR OVER 30 TO A MAX OF 150 OCCUPANTS gy t 6.WAC 206.306.06513 REFUELING AREAS 3 7.WAC 208.905-06515 HOSE DRYING TOWER 'INLESSNO CHANGES AtFIMORIZED COPYRIGHT 102a CA TTI ARCHITECTS.P.S. HE S.WAC 296.305-06517 DRILL TOWER TRAINING FACILITIES BUILD NG INSPECTROVED BY OR 0.WAC 206.305.06510 FIRE STATION EQUIPMENT AND TOOLS BUILDING INSPECTOR ABBREVIATIONS GENERAL NOTES ENVELOPE REQUIREMENT&PER 2015 IEGG WSEC AMENDMENTS THE POLLOW]NG ARE REFERENCES DIRECTLY FROM CHAPTER 51.11C WAC POR ENVELOPE REQUIREMENTS. 1. IN GENERAL,PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE ABV ABOVE JNT JOINT FACE OF CONCRETE,UNLESS OTHERWISE NOTED.DO NOT SCALE THESE MINIMUMS AS REGULATED BY STATE CODE. TYPICAL R E S T R O O M AFF ABOVE FINISH FLOOR DRAWINGS.USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS C402.5 AIR LEAKAGE•THERMAL ENVELOPE IMANDATORYI.THE THERMAL ENVELOPE OF BUILDINGS AC TILE ACOUSTICAL TILE LVL LEVEL DATUM,AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT SHALL COMPLY WITH SECTIONS C402.5.1 THROUGH C402.5.8. ACP ACOUSTICAL CEILING PANEL L LONG.LINE IMMEDIATELY OF ANY DISCREPANCIES. C402.5.1 AIR BARRIERS.A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THERMAL ENVELOPE.THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR AL ALUMINUM LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. OUTSIDE OF THE BUILDING ENVELOPE,LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE, ARCH ARCHITECTURAL LT LIGHT OR ANY COMBINATION THEREOF.THE AIR BARRIER SHALL COMPLY WITH SECTIONS C402.5.1.1 AND NOTE:ALL EXPOSED DRAIN AND 3. ALL WORK SHALL COMPLY WITH THE 2015 IBC.IFC,UPC,IMC AS AMENDED BY WASH. C402.5.1.2. WATER SUPPLY PIPES A TILE ASPHALT TILE STATE.ALL ADA STANDARDS TO MEET ICC A117.1.2000 PROJECT SHALL ALSO COMPLY WITH INSULATED PER ICC A117O.1-g2000 GWB.PAINT CARLETTI ARCHITECTS F.S. AVG AVERAGE MAR MARBLE THE 2015 WSEC AND THE 2015 IMC CODES.PROJECT SHALL ALSO COMPLY W/JURISDICTIONAL C402.5.1.1 AIR BARRIER CONSTRUCTION. MO MASONRY OPENING CODE AMENDMENTS BY THE LOCAL AGENCY.CONTRACTOR 15 RESPONSIBLE FOR OBTAINING THE CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH THE FOLLOWING: SECTION 606.6 30 X 48 MIRROR 18'VERT. arcW[mciuro&plannirg BFF BOTTOM FINISH FLOOR MFR MANUFACTURE NECESSARY PERMITS d INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT 1.THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE THERMAL ENVELOPE GRAB BAR VALID CITY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT,WHEN REQUIRED BY LAW. OF THE BUILDING AND ACROSS THE JOINTS AND ASSEMBLIES. 30'-41' BLKG BLOCKING MAIL MATERIAL 2.AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED.INCLUDING SEALING TRANSITIONS IN PLACES GWB,PAINT 116 EAST FIR STREET BR BRICK MAX MAXIMUM AND CHANGES IN MATERIALS.THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON SUITE A BOS BOTTOM OF STRUCTURE MECH MECHANICAL 4. ERRORS.OMISSIONS.AND DISCREPANCIES.IF ANY.SHALL BE REFERRED THE JOINT I-OR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE,LOOSEN OR OTHERWISE IMPAIR ITS SOAP DISP. 1 1/2' TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND.STACK EFFECT AND GRAB BAR MOUNT VERNON, WA. 98273 .. MTL METAL 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY MECHANICAL VENTILATION. MIN MINIMUM OTHERS PROVIDE ALL BLOCK-OUTS.BLOCKING.BACKING AND JACKS REQUIRED FOR 3.PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED.GASKETED OR OTHERWISE SEALED IN A 48'P-LAM Phone: (3601 424-0394 CPT CARPET MUL MULLION DUCTS,PIPES,CONDUITS.EQUIPMENT.FIXTURES.AND CABINETS. VERIFY SIZE AND MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION.JOINTS AND SEALS d- Fax: 360) 424-5726 CLG CEILING 6. LOCATION.DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN.EXCEPT ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED 48 P-LAM TISSUE PAPER UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. CEM CEMENT WITH MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SHALL BE DISPENSER CENTER LINE NAT NATURAL APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED AND SHALL BE SECURELY a'•� BASE n NOM NOMINAL 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO: INSTALLED AROUND THE PENETRATIONS SO AS NOT TO DISLODGE.LOOSEN OR OTHERWISE IMPAIR e42s C TO C CENTER TO CENTER NA NOT APPLICABLE SEWER.SEPTIC.WATER,GAS.POWER.AND TELEPHONE. CAP.MARK AND PROTECT. THE PENETRATIONSLi��L _ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND.STACK BASE E STEREO CT CERAMIC TILE EFFECT.AND MECHANICAL VENTILATION.SEALING OF CONCEALED FIRE SPRINKLERS,WHERE 7-8 ELEVATION ELEVATION ITECT NIC NOT IN THIS CONTRACT 8. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN,MINOR MODIFICATION REQUIRED,SHALL BE IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER.CAULKING OR CW CLOSET NTS NOT TO SCALE MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER CW COLD WATER NO,/ NUMBER MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. PLATES AND WALLS OR CEILINGS. GWB.PAINT COL COLUMN n06. FLOOR F PETER 0. PROVIDE CLOSURE.MEETING THE REQUIREMENTS OF ALL GOVERNING 4.RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.8.WHERE SIMILAR OBJECTS56'C EAR STATE WASHINGT(M-! CONC CONCRETE ARE INSTALLED WHICH PENETRATE THE AIR BARRIER,PROVISIONS SHALL BE MADE TO MAINTAIN SPA E 30 X 48 MIRROR GWB,PAINTOC ON CENTER AUTHORITIES,AT RATED PARTITIONS,FLOORS.CEILINGS.AND ROOFCMU CONCRETE MASONRY UNIT THE INTEGRITY OF THE AIR BARRIER. 48'P-LAMOD OUTSIDE DIMENSION LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE PAPER TOWEL CONST CONSTRUCTION CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SEAT COVER DISP. DISP.d 0/ OVER C402.5.1.2 BUILDING TEST.COOT CONTINUOUS OVHD OVERHEAD 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES.INCLUDING THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING r 1 1/2'GRAB BAR RECPTICAL WASTE COORD COORDINATE ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.5 INCHES WATER -LAMDIZE,WEIGHT DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS,TO VERIFY c�COR CORRIDOR SIZE,WEIGHT,POWER.LOCATION AND OTHER REQUIREMENTS AND LOCATION GAUGE 12.0 L/S X M2 AT 75 PAI AT THE UPPER OS PERCENT CONFIDENCE INTERVAL IN ACCORDANCE ,1Dn 'rt COUNTER/ 48'P-LAM A NEW FIRE STATION FOR: CFM CUBIC FEET PER MINUTE PNT PAINT OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. WITH ASTM E 770 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.A REPORT THAT ACKSPLASH _ CITY OF ARLIN GTON ' PTO PAINTED INCLUDES THE TESTED SURFACE AREA FLOOR AREA,AIR BY VOLUME.STORIES ABOVE GRADE.AND DTL DETAIL PL PLASTER.PLATE 11. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL.IF THE 'art STATION #48 E. P LAM PLASTIC LAMINATE FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE TESTED RATE EXCEEDS THAT DEFINED HERE.A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE 1'-6 2'-8' LINE OF ARLIN GTON. WA 98223 DIA DIAMETER PLYWD PLYWOOD �r� OF OCCUPANCY.NO EXCEPTIONS. REPORT IDENTIFYING THE CORRECTCONDUCTED AND ANY LEAKS DIVEHACTIONSALL BE STAKEN TO SEALALED TO THE EA[R LEAKS XTENT PRACTICABLE. LBE SUBMIDT EID TO ONAL36'MIN. 30'X 48'CLEAR BASE BASE DIM DIMENSION PT POST-TENSIONED CONCRETE 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING.MECH..ELEC..FIRE SPRINKLER. THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE ��5.2 FLOOR SPACE DO DITTO PRESSURE-TREATED WOOD FIRE ALARM SYSTEMS d SIGNAGE. LEAKAGE AIR RATE WILL BE WAIVED. MIN. P LA N ELEVATION ELEVATION DR DOOR 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED.PRIMED AND PAINTED. C403.2.4.3 OUTDOOR AIR INTAKES AND EXHAUSTS SHUT OFF DAMPERS. ON DOWN QT QUARRY TILE SHUTOFF DAMPERS.OUTDOOR AIR SUPPLY,EXHAUST OPENINGS AND RELIEF OUTLETS AND STAIRWAY 1* D.S. DOWNSPOUT 14. ALL WOOD IN CONTACT W/CONCRETE SHALL BE PRESSURE TREATED. AND SHAFT VENTS SHALL BE PROVIDED WITH CLASS I MOTORIZED DAMPERS. CONTACT: DWG DRAWING RL RAIN LEADER PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH RETURN AIR OPENINGS USED FOR AIRSIDE ECONOMIZER OPERATION SHALL BE EQUIPPED WITH CLASS I DF DRINKING FOUNTAIN REF REFRIGERATOR, FORM THE STRUCTURAL SUPPORT OF BALCONIES.DECKS.OR PORCHES MOTORIZED DAMPERS. PAUL ELLIS REFERENCE ETC.WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. CLASS I DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM/FT2 I20.3 L/5 X M2)AT 1.0 CAPITAL PROJECTS MANAGER REIN_ REINFORCING BAR GENERIC NOTES FOR W.C. COMPARTMENTS EA EACH 15. SLOPE ALL DECKS,PATIOS.AND WALKWAYS AWAY FROM BUILDING INCH WATER GAUGE ROVE AG PAI WHEN TESTED IN ACCORDANCE WITH AMCA SOOD AND SHALL BE 360-403-4603 ELEC ELECTRICAL REV REVISION MINIMUM OF 1/8'/FT FOR POSITIVE DRAINAGE. LABELED BY AN APPROVED AGENCY FOR SUCH PURPOSE PER ANSI A117.1 CHAPTER 6 ELEV,EL ELEVATION R RISER,RADIUS 16, PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED CAULK SEAL BOTH SIDES OF WD WALL BASE PLATE TO CONCRETE SLAB TYP. RM.RM5 ROOM,ROOMS I. MIN.SIZE OF STALL 60'WIDE PERP.TO SIDEWALL EQ EQUAL TO PREVENT CRACKING,SAW CUT ALL SLABS AS REQ'D. 56'DEEP FOR WALL HUNG W.C.d 50'DEEP FOR FLR.MTD. (E)EXIST EXISTING RO ROUGH OPENING 17. PROVIDE FIREBLOCKING,DRAFTSTOPS,AND FIRESTOPS IN ATTICS,FLOORS, CAULK SEAL BOTH SIDES OF ALL WDO OR OTHER WAL PENETRATIONS. 2.PROVIDE TOE CLEARANCES a FRONT PORTION AND MIN.III EXT EXTERIOR AND WALL CAVITIES AS REQUIRED PER THE UBC. PROVIDE PUTTY PACKS AT ALL EXTERIOR FACING ELECTRICAL JUNCTIONS. SIDE 0'A.F.F.HIGH EXTENDING MIN.6'BEYOND PARTITION. SCHED SCHEDULE TOE CLEARANCE SHALL BE PERMITTED TO EXTEND MAX.25'UNDER AN ELEMENT. 18. ROOF DRAINS.AND OVERFLOW DRAINS SHALL COMPLY W/THE 1PC d IBC. SEC SECTION PROVIDE PUTTY PACKS AT ALL CLG ELECTRICAL PENETRATIONS. TOE CLEARANCE SHALL EXTEND 17'MIN.BENEATH ELEMENT WHEN T.C.IS REQ'D. _ FO FACE OF.FINISH OPENING BHT SHEET AND WALL CAVITIES AS REQUIRED PER THE]BC. AS PART OF C CLEAR FLOOR SPACE. FRIG CEIL FIBERGLASS REINF POLYESTERSV SHEET VINYL 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. ING GWB SHALL RUN TO WD TOP PLATES AND CAULK/SEAL PRIOR TO ANY WALL GWB INSTALL. TOE CLEARANCE SHALL BE A MIN.OF 30'WIDE. FIN FINISH SC 3.IN MULTIPLE STALL RESTROOMS OF(6)SIX OR MORE PROVIDE MIN.III AMBULATORY SOLID CORE WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF STALL W/MIN.MIN.36'WIDE BY 60'DEEP COMPARTMENT. INSTALL SIDE-WALL GRAB FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILS OF BARS EA.SIDE OF COMPARTMENT. CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. PANEL SF SQUARE FEET 4.STALL POOR TO BE HINGED MAX.4'FROM THE ADJACENT WALL OR PARTITION FD FIRE DAMPER S d V STAIN d VARNISH 20. CONTRACTOR SHALL BE METHODS.TECHNIQUES,SEQUENCES LORFPROCEDURES OR ALL EREQUIRED TY A TO OP RFORMNS AND TTHE WORK. ENERGY CODE HE MEANS. FARTHEST FROM THE W.C. 5V SHEET VINYL 5.STALL DOOR SHALL BE SELF-CLOSING. DOOR PULL SHALL BE PLACED ON H FE FIRE EXTINGUISHER EA.SIDE OF STALL DOOR. MNT.PULL MIN.T34'WISTING MAX.48'A.F.F. PULL SHALL NOT 18 261 STRWY STAIRWAY 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL BUILDING ENVELOPE FIR FACTORY FINISH REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST TO OPERATE. FF FINISH FLOOR STL STEEL CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S 1.SLAB INSULATION.IF ANY SHALL CONFORM TO THE SPECIFICATIONS 8.PROVIDE MIN.42'CLEAR IN FRONT OF STALL DOOR. STOR STORAGE CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: AND,IF EXPOSED.SHALL BE PROTECTED AGAINST DAMAGE FROM ALL 7.PROVIDE COAT HOOKS WITHIN TOILET COMPARTMENT MAX.48'A.F.F. RAT FIRE RETARDANT TREATED STRUCT STRUCTURAL (1)SET OF SHOP DRAWINGS,PRODUCT LITERATURE,EQUIPMENT WARRANTEE MANUALS. SOURCES. FLASH FLASHING 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING,UNLESS NOTED OTHERWISE AS REQUIRED 2.ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS SUSP SUSPENDED FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS.FINISHES,AND FIXTURES. THE REVISIONS: FLR FLOOR PRESCRIBED IN THE PLANS.INSULATION SHALL BE INSTALLED - F.A. FLUID-APPLIED THRESH THRESHOLD CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE ACCORDING TO THE MANUFACTURERS'RECOMMENDATIONS. T.O. TOP OF 3.DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE GENERIC NOTES FOR ONE W.C. TOILET RM. FND FOUNDATION INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE.MENU BOARDS ETC. 5/29/20 PERMIT SUBMITTAL T TREAD.THICKNESS PRESCRIBED THE PLAN.U-VALUES SHALL MEET OR BE LESS THAN PER ANSI A117.1 CHAPTER 6 FOIC FURN SHED 3Y OWNER, TEMPERED 23. WHERE EXISTING WORK IS DAMAGED.CUT.OR DEFACED DUE TO PERFORMANCE THOSE SHOWNN ON THE PLAN. O7/O8/2O BID SET INSTALLED BY CONTRACTOR OF NEW WORK.THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING 4.AIR LEAKAGE 19 CONTROLLED BY SEALING OR CAULKING ALL JOINTS 1.UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. FOto FURNISHED BY OWNER, TS TUBE STEEL SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL AND GAPS IN FRAMING.SEALANTS SHALL BE OF THE NON-HARDENING 2.OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. INSTALLED BY OWNER TYP TYPICAL BREAK LINES SUCH AS CORNERS.CEILING LINES,TOP OF BASE OR SIMILAR. TYPE. 3.DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM.AND MAY BE PCIC FURNISHED BY CONTRACTOR. 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT 5.WALL,CEILING AND SLAB INSULATION SHALL BE AS CALLED USED IN CONJUNCTION WITH OTHERS AS SHOWN. UNPIN UNFINISHED OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS 4.EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED. INSTALLED BY CONTRACTOR UNO UNLESS NOTED OTHERWISE AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE REGARDING DENSITIES AND R-VALUES.AN APPROPRIATE MOISTURE INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS. ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSED 5.GRAB BARS SHALL BE 11/4'TO 1112'OUTSIDE DIA AND SHALL BE GA GAUGE UR URINAL THE ARCHITECT. WALLS.IT SHALL BE CONTINUOUS AND SEALED. ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. GALV GALVANIZED VCT VINYL COMPOSITION TILE 6.FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED 6.PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES GAP GENERATOR ALARM PANEL VERT VERTICAL rROHr PLANS. 5,-O, ONLY.REFER TO ACTUAL PLANS,INTERIOR ELEVATIONS,SPECIFICATIONS,ECT. TOP O $I!T 24•MAX FOR SPECIFIC FIXTURES AND ACCESSORIES FOR THIS PROJECT. GL GLASS VIN VINYL LOTopNG rROM ceNTeR or LOADING 7.ALL HANDICAPPED TOILET ROOMS FIXTURES AND ACCESSORIES SHALL VR VAPOR RETARDER 000R aPeNINe 2'-6' 2'-6' GWB GYPSUM WALLBOARD COMPLY W/CHAPTER 11 A THE IBC,ANSI A117.FOL AND WAC 51-50. VTO VENT TO OUTSIDE � q f 5'-0' S.ADDITIONAL FIXTURES SHALL BE MOUNTED AS FOLLOWS: HC HANDICAP WC WATER CLOSET --. 0' T.P.DISP. 7.0'MAX.IN FRONT OF W.C. AND BTWN.15'd 48'A.F.F. HOWE HARDWARE 2-6 2-5 ,� ALLOW MIN.1-1/2'BETWEEN G.B.AND DISP. MNT.SOAP DISPENSER WP WATERPROOFING SHOWER HEAD ON ;• MAX 40'A.F.F. BTM EDGE OF MIRROR MAX 40'A.F.F. HP HEAT PUMP WS WHEEL STOP ( 1'•11' 3'-1' ADJUSTABLE WAND --ry ,. - - 0.PROVIDE ADA SIGNAGE PER IBC 2015 AND ICC A1171-2000 HT HEIGHT W WIDTH 2•-p• 10.SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT. CENTERED ON� ` - CONTROLLER 11.PROVIDE OPEN ENDED TOILET SEATS PER IPC 40D2.5. SHEET TITLE: HIM HOLLOW METAL WOO WINDOW f' 4 - ±.. 4 F THE APPLIANCe CLEAR 'a5 12.T.O.W.C.SEAT MIN.17'/MAX.10'A.F.F.SEAT SHALL NOT RETURN AUTOMATICALLY. HOR HORIZONTAL w/ WITH p CONTROL AREA ADA GRAB 13. FLUSH CONTROLS HAND OPERATED OR AUTOMATIC. HB HOSE BIB WD WOOD BAR 14. MAX.DEPTH OF LAV.BOWL TO BE 6-1/2'DEEP. HAND OPERATED FAUCETS. BARRIER FREE DETAILS HW HOT-WATER WI WROUGHT IRON x ® '� SELF-CLOSING SHALL REMAIN ON FOR MIN.10 SECONDS. :,9'-1' �D 2 3' 15.FRONT OF LAV.TO BE MA%.94'A.F.F.MEASURED TO RIM OF SINK. ENERGY CODE NOTES HWT HOT WATER TANK WRGB WATER RESISTANT £ ADA GRAB FOLDABLE ADA iT i. HMD HOLLOW METAL DOOR GYPSUM BOARD BENCH HMF HOLLOW METAL FRAME ZINC. ZINCALUME FOLDABLE ADA BAR BENCH GENERIC URINAL NOTES: DRINKING FOUNTAINS ID INSIDE DIMENSION LOADING LOADING N 1'-11' PER ANSI A117.1 CHAPTER 6 PER ANSI A117.1 CHAPTER 6 INSUL INSULATION ROLL- IN SHOWER PLAN BENCH CONTROL WALL REAR WALL 1.A CLEAR SPACE OF 30 tNCES WIDE INT INTERIOR 1.A CLEAR SPACE OF 30 INCBS WIDE BY 48'IN DEPTH TO ALLOW FOR SCALE 1/4'•l'-O' SCALE 1/4'•l'-O' SCALE 1/4'•l'-O' SCALE 1/4'-1'•O' BY 48'IN DEPTH TO ALLOW FOR FORWARD APPROACH TO BE PROVIDED. FORWARD APPROACH TO BE PROVIDED. 2.URINAL SHIELDS NOT TO EXTEND 2.PROVIDE KNEE AND TOE CLEARANCES FARTHER THAN THE FRONT EDGE MIN.27'A.R.F.W/TOE CLR.OF MIN.0' ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS OF THE URINAL RIM FOR A DEPTH OF 25' ACCESSORY MOUNTING SCHEDULE .3 URINAL SHALL BE WALL HUNG W/AN 3.FOR A PARALLEL APPROACH UNIT REFERENCE CHAPTER 51.11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO ELONGATED RIM AT A MAX.17'A.F.F. SPOUT OUTLET TO BE MAX.36'A.F.F. Toi�-r La .Rv,`.GlT Tarr PAPER PKw s6•GRAa BAR ar GRAB BAR ao.ae•Mialloa DRINKING EancAL CRAB URINAL VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LOCATE SPOUT MAX.3-1/2'FROM FRONT DISPERNSER EL &SOAP DISPENSER LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. 4.FLUSH CONTROLS SHALL BE MTD.MAX. EDGE OF UNIT. �,� 44'A.F.F.HAND OPERATED OR AUTOMATIC. 3.FOR A FORWARD APPROACH UNIT Pic NR:T A<, sa•MiN. CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE 5.FLUSH VALVES SHALL HAVE A SPOUT OUTLET TO BE MAX.36'A.F.F. ooM 6E•vr, o � *A a,;-,eq r3x mm FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE LEVER WHICH WILL PERMIT LOCATE SPOUT MAX.5'FROM FRONT PROJECT ARCHITECT: O f`.re oN e m y SEAL. OPERATION BY WRIST OR ARM AND MAX.15'FROM THE VERT.SUPPORT Pic PRESSURE. 4.OPERABLE PARTS TO BE BETWEEN DRAWN BY: INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS 15'MIN.AND 48'MAX.A.F.R. WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL Pic ���kYkYkY---""" PRIOR TO ANY WALL GWB INSTALLATION. �„MIN CHECKED BY: PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR GENERIC NOTES F 0 R SHOWER STALLS „a lal Ib1 LEAKAGE SEAL. PER ANSI A117.1 CHAPTER 6 APRIL 9. 2020 ABLe BOSS MAXIMUM REACH DEPTH AND HIeGHT PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR 1. MIN.SIZE OF STALL 36'X 56'W/56'WIDE BY 48'DEEP CLEAR FLOOR IN FRONT OF STALL. DATE NAX REACH.6 INCH 2INCHES 6 INCHES 6 INCHES o INcxes II INCHES PROPER AIR LEAKAGE SEAL. 2.PROVIDE GRAB BARS ACROSS THE CONTROLL WALL AND ON THB BACK WALLTO A POINT 18' e� FROM THE CONTROL WALL. S�:ARCH�IB�DRAWIN GS�18-261 De�x COMPUTER FILE NAME y E MAXIREACH H INCHES 4e INcxes 42 INCHES 40 INCHes 56 INCHES 34 INCXe9 3.PROVIDE SWING UP SEAT WHICH FASTENS TO WALL. SEAT TO SUPPORT MIN.250t LIVE LOAD. a '1 xele0 TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL MNT.$EAT MIN.1T MAX. W A.F.F.IL AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE 4.MNT.CONTROLS ON THE SIDE WALL OPP THE SEAT 38'MIN.AND 48'MAX.THE SHOWER FLOOR. Iul Ib1 >>o-ama. WITH ALL SUB TRADES. «,a 5.MAX.THRESHOLD FOR SHOWER LIP TO BE V.RECESS STALL INTO CONC.SLAB PER MANF'S. UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTEO SIDE REACH CBSTRUCTED SIM HIGH REACHSEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE 6.PROVIDE SHOWER SPRAY UNIT ER HOSE MIN.50'LONG. CONTROLS FOR HEAD TO BE WITHIN 15' - LEFT OR RIGHT OF THE CENTERLINE OF THE SEAT. REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND 7.GRAB BARS TO BE 1-M'DIA.W/MIN.1-M'CLEAR BETWEEN O.B.AND WALL. EXHAUST MEET ALL APPLICABLE CODES. 8.INSTALL LIMIT DEVICE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEGREES F. JCOPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. � I , I \ I \� \\ CARLETTI ARCHITECTS P.S. \ � ,� ♦�` I archkacwre&planning 116 EAST FIR STREET \ I SUITE A \ MOUNT VERNON, WA. 98273 \ 3\ \� Phone: (3601 424-0384 \ t I Fax: (3601 424-5726 8429 E STERED ♦ RAISED AREA OF CMU WALL FOR SIGNAGE ITECT �� a ♦ \. V PETER TTI STATE WASHINGTGN I NEW 32' HIGH CMU WALL `+� w GROUND FACE COLORED CMU W/ I A NEW FIRE STATION FOR: WALL _ �s \ PRE CAST CONC. CAP SEAL S SEE DETAIL 11/A-1.0 FOR RAISED CITY OF ARLINGTON 41 A / ""\ TION AT ENTRY SIGNAGE AREA , Sr STATION #48 NEW 32 ARLINGTON, WA 98223 3 'HIGH CMU WALL =. � I' GROUND FACE COLORED CMU Wy i r ,��♦ PRE CAST CONC.CAP SEAL SEE DETAIL II/A-1.0 �,' c _ \'• Q CONTACT: PAUL ELLIS CAPITAL PROJECTS MANAGER / 360-403-4603 -t. o^ <' -1 APRON "VIFLAGPOLE `� I "I 18-261 2 GRAVEL V A ACCESS or `sz, s` ROAD \\ REVISIONS: CMU WALL ENCLOSURE i . t AT DUMPSTER SEE DETAIL �`m.: \\ 5/29/20 PERMIT SUBMITTAL 12/A-1.0 AND FLOOR PLAN SHEET A-2.1 FOR TYP. NOTES/�� ! dr /1, 1 ,I �`• V A\ 7/8/20 BID SET \\ 4------' , CMU WALL ENCLOSURE 1` AT GENERATOR-SEE-DETAIL % 12/A-1.0 AND FLOOR PLAN SHEET A-2.1 FOR TYP. NOTES ` ♦;I I� -; -i, N.g \� SHEET TITLE: SITE PLAN 1 I� f � ii_�el 2,. 1 1 *0 ZIT ; ----------- -�.1 - ---- 1L * Pic PROJECT ARCHITECT: MONITOR WE zszssa BeT 48 24"E 492.17' r--�_T Y Pic 7 - \ e _--.— DRAWN BY: If '� CHECKED BY: FEBRUARY 28, 2020 DATE 5\:ARCH\18\DRAWINGS\18-261FLRBASI FIRST FLOOR I OOb PLAN NI COMPUTER FILE NAME SCALE:V-40'-O' A , 1 , 0 COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. I ' _ PRECAST CMU CAP CMU ENCLOSURE BEHIND—-,,"",,,, 7 2'-10{' 10'-B#' CA p+� RLETTI ARCHITECTS F.S. 1 ALL FENCE POSTS 4chko=m&p 'PRECAST 12'S.S.55 OFFSET �� AND CHAINLINKS TO CMU CAP LETTERING 116 EAST FIR STREET BE RUBBER COATED SUITE A w MOUNT VERNON, WA. 98273 w SELF SUPORTIVE CHAIN CiTY �,,, �ARL ... ( G ....... .. I N Phone: 360I 424-5726 't s _ ............. 0394 Fax: �360I 424-5726 GROUND PACESOLID 1 �,�� LINK GATE WITH LOCKABLE _ j ENCLOSURE ,�w CLASP AND VINYL SLATS 5�. _ F , t ..I.. NN ............... _.-.-1 ....... 10'S.S.OFFSET - C �. o48 .�. p IRt 5! TA TIPNI ! LETTERING E ' .;,, TURNED DOWN SOG W/ �� N ' i PETER � TTI i4'S 0 18'O.C.EA WAY ....... ... .. .. .. srnrL oFlwnsHiNcroR ........................................... NOE CONCRETE SLAB, ! x "XX 151,S T AV __ ..... 1 ......... ...... t SEE CIVIL DWGS Imo`>� ......... I' -- A NEW FIRE STATION FOR, CITY OF ARLINGTON SEE STRUCTURA 9--- --"--` _� ^r—"-- -- ___---m� A AR GTON 4 WA 98223 DWGS.FOR FOOTING w rA DETAILS d WALL i i i REINFORCING SOLID GROUT GROUND FACE CMU WALL CMU WALL 1'-4'0 6'HIGH WALL 24'WIDE 0 8'HIGH WALL �DUMPSTER/ GENERATOR ENCLOSURE AMAIN SITE SIGN CONTACT L SCALE: Jq'=1'-O' I I SCALE: J'=1'-0' PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 PROVIDE FLAG POLE LIGHT AT EA.POLE PAVING TOOL EDGE 4'CONCRETE i i l i t 04 BAR ) FILL HOLE W/ 8-261 4 CONCRETE SIDEWALK -=��� GROUT 8' 6' PRECAST CONC.1 I i0RAIN WHEEL STOP5'-0'TYP. SLOPE ISEE PLAN) REVISIONS: SLOPE To DRAIN 5/29/20 PERMIT SUBMITTAL O ( i_ f a'CLEAR 7/8/20 BID SET FLAGPOLE F.O.LC. L �. FLAGPOLE SLEEVE STL.DOWEL MIN. ZD (61 i5 VERT 12'INTO GROUND (ice' °i ITI) ('� II 3'-O'e CONCRETE COMPACT FILL CUT TO GRADE OR SHAFT 8' COMPACT FILL 04 0 12'O.C. „ PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. FLAGPOLE BASE OR AT STRESS POINTS SCORE JOINTS 0 5'-0' PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. O.C.W/LIGHT BROOM FINISH CROSS WAYS OR AT STRESS POINTS SCORE JOINTS 0 V-O' TO WALK. O.C.W/LIGHT BROOM FINISH CROSS WAYS TO WALK. CONC. WHEEL STOP SIDE WALK CURB TYPICAL SIDEWALK SLAG POLE BASE SHEET TITLE: 1 (10) LOCATIONS SCALE: 1'=1'-0' 8 SCALE: 1'=1'-0' 7 SCALE: 1'=1'-0' 6 SITE DETAILS 121 04 BARS NOTE: ALL SIGNS DEPICTING RESERVE FASTEN W/121 9/8'DIA. THE INTERNATIONAL SYMBOL PARKING GALV.BOLTS BROOM FIN. OF ACCESSIBILITY TO BE SIDE SLOPE 8' WHITE W/ BLUE BACKGROUND io VAN ACCESSIBLE TYP.PAVING PARKING STALL ONLY TYP.PAVING PLANTING SECTION 1- 8' 1- PLANTING SECTION 1'� I6EE CIVIL.I 2'SQUARE STL.TUBE (SEE SPEC) ^• M°N W/1/4'END CAP WELDED TO TOP:GALV.AFTER FLUSH EDGE VAN CHARCOAL FABRICATION, GREY .I rl< T; ACCESSIBLE SLOPE CONC.AWAY PROM yaw o - i' '1 - ( � c STL.PIPE Pic I {I {I TOP OF PAVING OR 000000°°000o PROJECT ARCHITECT: °o°Oo°o°o°o°00000mc ( s 1 FIN.GRADE coocolcoo Pic '" DRAWN BY. TYP.GRAVEL COLD JOINT[NO BOND) Pic o°o°o°o°000°oo° o°o°o ° T' < BASE [SEE CIVIL.) CHECKED BY: TRUNCATED io ' SURFACE PLACE 112'FELT EXPANSION JOINT 0 20'-0'O.C. INTERNATIONAL SYMBOL OF BARRIER-FREE NON-SLIP OR AT STRESS POINTS.SACK FACE IF REQUIRED ACCESS TRAFFIC WHITE PAINT ON ASPHALT MAY 18. 2020 4'-0' TO REMOVE PITING OR ROUGHNESS 0 PARKING STALLS. 12 DIA.CONC.BASE DATE h 5\:ARCH\18-261 DETAILS COMPUTER FILE NAME 5 SIDE WALK CURB 4 CAST IN PLACE CURB 3 EXTRUCDED CURB 2 B.F. STALL ACCESSIBLE PARKING SCALE: 1'=1'-O' SCALE: 1'=1'-0' SCALE: 1'=I 0' SCALE: 1'=1'-0' (2J LOCATIONS SCALE: 1'=1'-O' COPYRIGHT 201G CARLETTI ARCHITECTS.P.S. — — — — — — — — — — — — — — — — — — — —I— _ I � I ELEC./200 2 1 IT STORAGE FO — — — — _ — - - - - - - - - - -63_-O'TRAVEL DISTA x I I HAL — _FE 202 . EXIT CARLETTI ARCHITECTS pose XIT architecture&plzn" 116 EAST FIR STREET SUITE A I p Extr PLAN Nores:I TAIR MOUNT VERNON. WA. 88273 I C 11O 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL<100',0'IOKI Phone: I360I 424-0394 2. OVERALL EXIT TRAVEL DISTANCE�300'-0'FOR IBI IOK),250'.0'FOR IS-1.R-2)IOKI Fax: I3601 424-5726 I I 3.EXITS ARE GREATER THAN 113 THE DIAGONAL DISTANCE APART OF THE AREA APPARATUS SERVED.WHERE THERE IS REQUIRED TO BE MORE THAN ONE EXIT(OKI .BAYS BELOW I I 6429 E STERED STORAGE 4. EGRESS WIDTH PER OCCUPANT SERVED 143 OCCUPANTS(PER COVER SHEETI ITECT (.151 INCHES PER OCCUPANT JEER TABLE 1005.1 WITH(B/S-1.R-2I OCCUPANCIES WITH SPRINKLER SYSTEMI 143 X 1.151•21.45 INCHES. WE PROVIDE 6 X 134-1•204 INCHES I WHICH IS�21.45'(OKI PETER TTI STALE WASHINGTON 5. MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD(SECTION 1010.1)OCCUPANT LOAD I I IS 2 AND FOR OCCUPANT LOADS BETWEEN I1 AND 5001 2 EXITS ARE REQUIRED. 161 EXITS ARE PROVIDED(OK) I 6. INSTALL EXIT LIGHTS d FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED a I BY THE FIRE MARSHALL A NEW FIRE STATION FOR: CITY OF ARLINGTON m I STATION #48 ARLINGTON. WA 98223 L - - - - � - - CONTACT: PAUL ELLIS CAPITAL PROJECTS MANAGER I.............. — .-— — — J - _.. 360-403-4603 SECOND FLOOR EXIT PLAN , SCALE: 1/8'=1'-0' 1 I - . .... - - ti II m . . _m (— o t _ REVISIONS: — I 5/29/20 PERMIT SUBMITTAL 7/8/20 BID SET — — — — , F EIi 50_-'T R"A�E L — IS I-TI �A N•�C—E Q<wE II 5 �0v_�JL�TRAVEL IRoA V�" EL? ' FE1I(�DISTANCE TAN}t C ELIT _ - - - - - _ 3t — II� 0 `O'E XIT IL—'$— _ - I{IIIIII _..... SHEET ET T IT LE: � FIRST FLOOR EX IT PLANTo5a' AVEL EI FE50'�R�AVEL DISTANCE SECOND FLOOR EXIT PLAN 7 IFE EXIT EXIT Pic PROJECT ARCHITECT Pic DRAWN BY: CHECKED BY: PJC FEBRUARY 28. 2020 a DATE�- - - - -� ( } SVA RCH\18\DRAWINGS\18-261FLRBA51 COMPUTER FILE NAME I I ............... _. . .. ........ EXIT L—J A � 2 . 0 I R S T FLOOR EXIT PLAN COPYRIGHT 2020 CARLETTI ARCHITECTS.P S. SCALE: 1/8'=1'-0' ,' O1.8 29 � 6 7.1 O8 FLOOR PLAN NOTES: 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER ANSI 117.1/IBC CHAPTER 11 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING 3. SEE SHEET A•0.0 FOR MINIMUM HDCP ACCESSIBLE RESTROOM DIMENSIONS AND 154'•1' j CLEARANCES. 4. CONFIRM ALL FINISHES W/OWNER AND CONTRACTOR PRIOR TO ORDERING. 68'-B' 85'•5' 5. COORDINATE ALL CARD SWIPES AND SECURITY CONNECTION WITH OWNER 6. VENT HOT WATER TANK OUTSIDE THROUGH ROOF AS REDID PROVIDE RELIEF VALVE PAN 52'-0' 32'-0' 53'-5' C'.ARL ETTI ARCHITECTS P.S. AND SEISMIC STRAPPING AS REQ'D. 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ardit=m&Pla^nWC ARCHITECT/OWNER PRIOR TO CONSTRUCTION. 8. SOUND INSULATE ALL WALLS TYP.THROUGH-OUT. 16 EAST FIR STREET 0. ALL EXTERIOR WINDOWS TO RECEIVE WD SILL/APRON W/GINS HEAD/JAMB.U.N.O. SUITE A 10,ALL RESTROOMS TO HAVE GREEN BOARD TYP. ( MOUNT VERNON, WA. 98273 "11. ALL WALLS TO BE FRAMED TO B.O.ROOF DECK U.N.O.ON PLAN. NOTE: " " ALL GROUND FACE CMU WALL 12.PROVIDE CAULKING.SEALANT,OR GASKET AT ALL WALLBOARD PENETRATIONS. o �' b Phone: I360I 424-0394 13.PROVIDE POWER AND WATER LINES IN ROOMS 118 8 147 FOR GARBAGE DISPOSAL,INSTA-HOT. 5'HSS STEEL ., E -� WILL HAVE A FINISHED EDGE FOX: I3601 424-5726 REFRIGERATOR AND ICE MAKER. Aao 4.0 COLUMN POWDER A41 I AT ALL DOOR OPENINGS BOTH POST SIGNS AT DOORSA4.1 COAT -4 SIDES TYPICAL 10-ELECTRICAL ROOM11-RISER Room - -�- - ��:�''. O DIESEL TAN CI ;� 0 8428 E STERED 8'-4'HIGH MU SCREEN ALL ,t COV REDS% 1�.7.6 TYR , ' tS7Lj ITECT •GENERAT R 4'-O. PAT O DA�M E 9 120 Q DESK W/GROMENT CLOS .CHA IRS � PETER TTI METER BASE. - - ° as.CORNER mmDs ] 0 TY 5Ta1E WASHINGTON NCLOSURE i 6BQ I ' m M APr TYP F C.LC.TYR(71 F 0 .LEGEND -_ J ,IH/C_ _ _ _ _ PLACESPLACES 0 HB .. � - -......0 O 6'a FLOOR DRAIN.SLOPE FLOOR TO DRAIN ENGINE/GENER TOR B F 0 0, TYP : B a SET F.O.LC. WORK BENCH - - 1 SCBA Po.l.o. 1 FD 12 12 ELEC. CLEAN 12 12 FO.I.O f LEEP A NEW FIRE STATION FOR: f DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERY BACKUP ;0 <-'_._ / F ROOM ROOM 11 HOSE ROOM/ EMS P SLEEPER SLE-P R', 124 EXIT o - - -I- MECHo STORAGE F STORAGE 15 2 SLEEPER S E@PER I CITY OF ARLINGTON COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP - R0 SHOP 06 118 ,.CHAIR TYP ? 123 125 12$, o I STATION #48 OOMF.D. 1 102 103 104 F.D.°D COMPRESS 1 10 CslcoRN�R,ewrtoe ..15 5 5 5 5 5 --- AR'_INGTON, WA 98223 DINING TABLE AND 121 122 EXIT HARDWARE - - 10 0 1 1 15 10 16_ 1 17 1 OM 8 45 46 47 48 48 50 EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE O ' _-- o. TO conNexs rro. HALL f EXIT OS d' H/C FE 1'DIA.STL.HA RA.SI III*i v 44 ""R�eHoweR�'ASPAANs rm 128 7 i coaNa4�'6.6,CORNER P EXIT 5 I�f 8 I ; HB ATTACH 36'A.F.F. ," <s �FE 2A 1OBC SEMI-RECESSED FIRE EXTINGUISHER -.-_ EXTEND TOP 12'BEYOND 51 1 15 7 t2 4 FE - 4 3.000 SF OR 75 FEET MAX TRAVEL DISTANCE -- -- „� - RISER AND 12'AT 3Tf,:f 4 2 I �o� o� 4C C'2 _HB FREEZE PROOF HOSE BIB - 7 5 3 38 PAUL CONTACT: SEE STRUCTURAL - `" BU KER - -- 7 F.D SL PE GA5 FOR SAWCUT LAYOUT tER 1 ,i O '" 29 127GAS LINE FOR BBQ it .:120I BUNKER I IF F F OFFICE 5 5 CAPITAL PROJECTS MANAGER TRENCH DRAINS 6 NOTE GEAR RACK dlna EN 7 /t360-403-4603 DOOR NUMBER SEE SHEET A-2.7 FOR SCHEDULE EACH BAY.SLOPE SLOPE FLOOR TO F.C.LC. f 1 jj �' -�Uq o FLOOR AS REQ'D. TRENCH DRAIN$AS -�.f g o PANTRY = 4X8 WHITE O WINDOW NUMBER SEE SHEET A-2.7 FOR SCHEDULE H TYPICAL. REQUIRED TYPICAL '� - S-- I 36 135 2 W 2 2 BOARD H u. 4, - -- ._i 4 ® APPLIANCES 15 F.D.LAUNDRY 5 FL`�OA#ERENC� / •4. XXX ROOM FINISH TAG SEE SHEET A•2.8 FOR SCHEDULE I - it 22 I- I F. .LC. o 133 5 2x6 STUDS) 0 i HA HALL 35 34 i J L^J WALL TAG SEE SHEET DETAIL A-8.0 FOR NOTES AND CALLOUTS ;o I UF 43 136 O O !SLOPE SLOPE !SLOPE SLOPE SLOPE SLOP E SLOPE SLOPE u ---- 34... .e m SEE SHEET ID-20,ID-2.1,ID-2.2 FOR INTERIOR ELEVATIONS AND FLOOR I r ro coxNert'ouArtos L FE FINISH PLAN I 1s-1 rrP. 108 2 HALL 15 15 15 HALL 15 15 33 D n =?... 0 14)APPARATUS BAYS .'-. uL I+I cortNerts 23 1 1 I17 EXIT .28 1 1 141 1 1 FITNESS 54 PATIO 13.850 SFI -: 0 2x_WD STUD INTERIOR WALL(SEE WALL TYPES) 142 IC 2x_WD STUD SHEAR WALLS OR BEARING WALLS.REFER TO 14 -8. ��� I. REPORTS 41 27 29 30 31 32 5 "- �' TOTAL BUILDING 5F F.Do c Nr LIBRARY �ry�R � t 4 ......... STRUCTURAL AND ISEE WALL TYPES/TYP.WALL SECTIONS( GAS MET R I MAIN BU LDING,- 9.791 SF ( ° fl�ot 1 178 I OFFICE _ 5 LOCATION TRAINING/RR/BREAK-1.195 SF FE 0 ' �, 116 OFFICE FIGS l 2x_WD STUD SHEAR WALL W/4'CMU VENEER. (REFER TO .`,42`- 3" MEZZANINE-1 - 694 SF w 2X6 37 138 ... ,39 5 .rv!;� Q Rpm EXTRACTOR ��.�"`.',` 1 .. STRUCTURAL AND TYPICAL WALLS SECTIONSI �` `. I MEZZANINE-2 561 SF BOW x BOW Po.Lc. TOTAL 10,926 S.F. ser a+rtAleeo EXIT k _ AD 8'CMU WALL.(REFER TO STRUCTURAL,AND TYPICAL WALL SECTION51 r�� COV:R.=: P'- R �5 SF s6, ire 4 ,0 1 26 rn IiGF �°'-_ w? NB y� 19. _ 7 _ .. ......... FE/ n 0/ENT Y 75 `..Bx9 Pgrert roic. -_ B B e 2 x .o>.o.BREAK ,., 'OFFICE ,�V,2 REVISIONS: O ORAWINGSEXHAUST FAN FORVENT TO NOTES ANDECALLSIDE OUTS THROUGH ROOF.BEE MECHANICAL i _1 �^ 24 12 n P01,3F 7/8/20 BID SET 25 A Smu 114 + yv 5 144 531 7 _ 140 I "" 0 5/29/20 PERMIT SUBMITTAL x 13 C<t a+e R R 3 V ... C 5 F OBW O ........ O _ __ F \ a ro]Y Ntdl Halo EXIT .2C --'' 4, •' - 1 f - ,c- "`'„, - r -...H / H/C COVE 8... • e TRAINING ROOM - - ... �,.. . HB �ENTR __. 30 SEATS r I L r ... iR _�r 4 - ...... ... <. r ..y ., o _. - ,c ._ _ IIIV '} w,�« �..... •... _ '.. • - 3 • • ,L. - `4X8 WHIT7ti a II ryry �t If to O T N ( E G N FCIRQ G i P,ROyIDE B �KIN khI D OESI!iING ABO` W ITEM BOARDS FQR` RO EOTIQN .... EN AS-R QUIIiE�,d (^�Ip ......... V !1 8 C TYPICAL ...........° r i. . O SHEET TITLE: EXIT ....7.. .... H 17•0' 52-0- (; 31'-21' 36.9. 1T-1I' FIRST FLOOR PLAN v , 1 ) u 2 3 O4 5 6 8 9 FIRST FLOOR PLAN , SCALE: 1/8'.1'-0 Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASI COMPUTER FILE NAME A .--_ 2 . i COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. FLOOR PLAN NOTES: 01 t9 2.9 O4 6 71 O8 9 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER ANSI 117.1/IBC CHAPTER 11 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING 3. SEE SHEET A-0.0 FOR MINIMUM HDCP ACCESSIBLE RESTROOM DIMENSIONS AND CLEARANCES. 4. CONFIRM ALL FINISHES W/OWNER AND CONTRACTOR PRIOR TO ORDERING. ( - 5. COORDINATE ALL CARD SWIPES AND SECURITY CONNECTION WITH OWNER 6. VENT HOT WATER TANK OUTSIDE THROUGH ROOF AS REO'D PROVIDE RELIEF VALVE PAN AND SEISMIC STRAPPING AS REO'D. 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/OWNER PRIOR TO CONSTRUCTION. i 8. SOUND INSULATE ALL WALLS TYP.THROUGH-OUT. CARLETTI ARCH 17ECTS P.S. 0. ALL EXTERIOR WINDOWS TO RECEIVE WD SILL/APRON W/GWB HEAD/JAMB,U.N.O. 10.ALL RESTROOMS TO HAVE GREEN BOARD TYP. 11. ALL WALLS TO BE FRAMED TO B.O.ROOF DECK U.N.O.ON PLAN. ( 116 EAST FIR STREET 12.PROVIDE CAULKING.SEALANT.OR GASKET AT ALL WALLBOARD PENETRATIONS. 13,PROVIDE POWER AND WATER LINES IN ROOMS 118 6 147 FOR GARBAGE DISPOSAL,INSTA-HOT. SUITE A REFRIGERATOR AND ICE MAKER. MOUNT VERNON, WA. 98273 Phone: (3601 424-0394 A B C D Fax: I360 424-5726 4.0 A4.0 A4.1 A4.1 4. I ) ......� _ _ 7ST ITECT TECT LEGEND ' ' a. STERED ETER O 6'0 FLOOR DRAIN,SLOPE FLOOR TO DRAIN 18' e L wASNiNcioN FD 11 f DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERY BACKUP �J///��� — - 1-7W- - �'4 — T-4'— — — — 71 EXIT r q COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP RISER EXIT HARDWARE 0 O O O O O PHONE DATA A NEW FIRE STATION FOR: B ADK 42'HIGH o CITY OF ARLINGTON I EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE 1 REMOVABLE Q STATION #48 GUARDRAIL 1 FIRST FLOOR ) ARLINGTON, WA 98223 RIFE 2A 1OBC SEMI-RECESSED FIRE EXTINGUISHER AT DOORS 6 WALLS BELOW 5.000 Sr OR 75 FEET MAX TRAVEL DISTANCE O-- ---- - --- --- X1FE . _HB FREEZE PROOF HOSE BIB 62 m GAS GAS LINE FOR BBO 63 XI I ( -�_- - --------- C.2 LPOST SIGN MAX. CONTACT: Q DOOR NUMBER SEE SHEET A-2.7 FOR SCHEDULE I LOADING 125 P.S.F 1 XIT PAUL ELLIS O WINDOW NUMBER SEE SHEET A-2.7 FOR SCHEDULE CAPITAL PROJECTS MANAGER I 360-403-4603 X X X ROOM FINISH TAG SEE SHEET A-2.8 FOR SCHEDULE I 11 L^J WALL TAG SEE SHEET DETAIL A-6.0 FOR NOTES AND CALLOUTS `' 1 0 SEE SHEET ID-2.0.ID-2.1,ID-2.2 FOR INTERIOR ELEVATIONS AND FLOOR FINISH PLAN [ 2x_WD STUD INTERIOR WALL(SEE WALL TYPES) o •�J i_ 2x_WD STUD SHEAR WALLS OR BEARING WALLS.REFER TO STRUCTURAL AND ISEE WALL TYPES/TYP.WALL SECTIONS) JA'TIIINSG' // 2'HIGH FIRST FLOOR ® 2x_WD STUD SHEAR WALL W/4'CMU VENEER. [REFER TO REMOVABLE WALLS BELOW STRUCTURAL AND TYPICAL WALLS SECTIONS) GUARDRAIL AT DOORS 6 GALV.1-1/2'DIA 18-2618'CMU WALL,)REFER TO STRUCTURAL,AND TYPICAL WALL SECTIONS) _ PIPE STEEL FFOUEUT EXHAUST FAN VENT TO THE OUTSIDE THROUGH ROOF.SEE MECHANICAL WITH SLEEVESDRAWINGS FOR NOTES AND CALL OUTS 1113REVISIONS65/29/20 PERMIT SUBMITTAL 7/8/20 BID SET ..... ..... 4 i� �4' FIRST FLOOR WALLS BELOW IT-4' 51'-4' I— — — — IT-3' G 1 G -4 _ OSHEET TITLE: H FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE: i/a-r-o , Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FEBRUARY 28. 2020 DATE 5\:ARCH\18\DRAWINGS\18-261FLRBASI COMPUTER FILE NAME - 2 . 2 COPYRIGHT 2020 CARLETTI ARCHITECTS.P9. 1 18 2.9 O4 6 71 n 8n LEGEND ® 2X4 LIGHT FIXTURE p SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES CARLETTI ARCHITECTS P.S. ardlkac0uro III planrft 1x4 LIGHT FlxruRE 116 EAST FIR STREET ® SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES SUITE A 0 RECESSED INTERIOR CAN LIGHT ( MOUNT VERNON. WA. 98273 SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPESPho! f EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE Fox:ne I360� 4245726 W/BATTERY BACKUP COMBINATION EXIT SIGN/EMERGENCY LIGHTING EXIT WITH BATTERY BACKUP HARDWARE ! A B c ( D E EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE 4.0 4.0 A4.1 —A4.1 — — _4 — saza E ST�RCED NOTES. — ;. ..... ......... 1.HOMERUN ALL DATA/PHONE TO SERVER ROOM I I F sR wesuecTal 2.PHONE/SERVER RACK LOCATION PER ELECTRICAL I III ® I I ( -4. 3.COOLING IN SERVER ROOM W/SPLIT SYSTEM AS REQ'D.BY THE MECHANICAL ENGINEER. II 4.VERIFY ALL LOCATIONS a POWER/DATA W/OWNER PRIOR — J - x — TO DRYWALL GOING UP — — — — — 5.VERIFY SECURITY SYSTEM W/OWNER. B .... ......_. .I ... ...... _.... _ .. --- - .. _— — .1 -. Al NEW FIRE STATIO FOR. 6. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. a _ _---�-�:.-----•---- •,,,, G CTY OF ARLINGTON N 7. ALL OWB/ACP CEILING HEIGHTS ARE PER SCHEDULES TYP. " .. .:. ' 8. ALL SOFFIT HEIGHTS TO BE AS NOTED ON REFLECTED STATION #48 0 0 . ....0 0 0 0 r I CEILING PLAN ARL NGTON, WA 98223 J 111J ® G XIT CON ACT: FIN AL e _.. PAUL O IS CAPITAL LPROJECTS MANAGER ® 360-403-4603 I 0 I l 1 XI LJ IT r 0 4_ d © FINp� AL I � I REVISIONS: { xt LJ E ® x .- �.� O5/29/20 7/8/20 BID RSET SUBM ITTAL , XI F -4. I I O_. -4. -' II III � G 10 CLEAR T. -4 CEDAR W/CLEAR 4 I ® I SHEET TITLE: g C SCALER a FRONT ! _q _4 ENTRY ONLY ALL OTHER SOFFITS TO 1ST FLR. REFLECTED CLG. PLAN Be METAL SOFFIT _I- PANELS L — — — — — — — — — U FIRST FLOOR R�FL�CTED CEILING PLAN SCALE: ,/8.,'-0 Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLOORB. WS COMPUTER FILE NAME 2 . 4 COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. LEGEND ® 2X4 LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES ( . � I IX4 LIGHT FIXTURE ® SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES 0 RECESSED INTERIOR CAN LIGHT CARLETTI ARCHITECTS P.S. ^ SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES QMhhOCOUn&plYtNmy EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE (W/BATTERY BACKUP 118 EAST FIR STREET COMBINATION EXIT SIGN/EMERGENCY LIGHTING SUITE A EXIT MOUNT VERNON, WA. 98273 WITH BATTERY BACKUP HARDWARE EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE , Phone: (360) 424-0394 Fax: I360 424-5726 NOTES: I.HOMERUN ALL DATA/PHONE TO SERVER ROOM B C e e�2s 2.PHONE/SERVER RACK LOCATION PER ELECTRICAL �4° A`° Aa` Aat _4 E STERED 3.COOLING IN SERVER ROOM W/SPLIT SYSTEM AS REO'D.BY THE O ITECT MECHANICAL ENGINEER. A 4.VERIFY ALL LOCATIONS 0 POWER/DATA W/OWNER PRIOR ......... .... ..' ...... ..... .... ......... ........... ........ TO DRYWALL GOING UP. — __ _ ..... ......... ......... ............ PETER S.VERIFY SECURITY SYSTEM W/OWNER. I sie>E WRSNINGTON 0. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. ',,I II F 7. ALL GWB/ACP CEILING HEIGHTS ARE PER SCHEDULES TYP. S. ALL SOFFIT HEIGHTS TO BE AS NOTED ON REFLECTED CEILING PLAN _ — II A NEW FIRE STATION FOR: — — — _ — B . — — — — — _ ----I— --- _---- ----- -- --- — — --�8 CITY OF ARLINGTON I STATION #48 ARLINGTON, WA 98225 C .........i IX T 8 CONTACT: [EX171' � II PAUL ELLIS L. — ------ — ------- C.2 CAPITAL PROJECTS MANAGER I Li h 360.403-4603 i I II I 1 I® I � I I H y, I r -- - ----� I I - - u I � ISI� REV ONS 3' m 5/29/20 PERMIT SUBMITTAL 1 ........0 7/8/20 BID SET O ........... ... I 4. I r A Ll I I ' -4. SHEET TITLE: 2ND FLR, REFLECTED CLG, PLAN I I I I I I I I 1 O2 SECOND FLOOR REFLECTED CEILING PLAN , SCALE: 1/8'•1'-0' .� Pic PROJECT ARCHITECT Pic DRAWN BY, Pic CHECKED BY: FEBRUARY 28, 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLR5A COMPUTER FILE NAME - 2 . 5 COPYRIGHT 2020 CARLETTI ARCHITECTS,P.S. ROOF NOTES: O 9 2.9 O 6 7.1 O O ❑ INDICATES 3 X 4 RECTANGULAR SMOOTH FACED DOWNSPOUT TIGHTLINE AS REQUIRED 1.ALL ROOFS SLOPES ARE AS NOTED 2.INSTALL 24 GA.STANDING SEAM METAL ROOFING KYNAR 500 FINISH AND FLASHING TYP. 3.INSTALL CONTINUOUS RIDGE VENTS ON ALL RIDGE LINES TYPICAL. 4.ALL ROOF PENETRATIONS TO BE ON THE EAST SIDE OF THE BUILDING. 5.MECHANICAL.ELECTRICAL SUB CONTRACTORS TO CARLETTI ARCHITECTS P.S. PROVIDE AND INSTALL(COLOR TO MATCH METAL ROOFINGI ROOF JACKS.HEAT SHIELD.RUBBER ardllescoxe&pbnMwt BOOTS.FOR ALL PENETRATIONS MADE BY THEIR - REspecnvE TRADES. 116 EAST FIR STREET 8.CONNECT ALL DOWNSPOUTS TO - SUITE A TIGHTLINES-AS REQUIRED. COORDINATE ALL DOWNSPOUT LOCATIONS WITH CIVIL/ARCH PRIOR MOUNT VERNON. WA. 98273 TO INSTALLATION. 7.PROVIDE AND INSTALL STEP FLASHING A 3 C p Phone: �360) 424-0394 E Fax: 360 424-5726 AS REQ'D. A4.0 4.0 A4.1 A4.1 8.SIZE OF GUTTERS A DOWNSPOUTS TO BE DS -4. ADS OVERSIZED WHERE NECESSARY TO HANDLE RAINWATER FROM VALLEYS AND ROOF SURFACES, A. ___. _-. ........ .. ......... ._....-. -o r.-- .. .. ...... .. -. ... A eazs E STERED 8.UPON COMPLETION OF ROOFING AND TIGHT j I ITECT LINE CONNECTIONS.THE ROOF IS TO BE WASHED I I F DOWN AND COMPLETELY CLEAN OF ALL DEBRIS. DUST,DIRT MADE BY INSTALLATION j I pig TTI NO EXCEPTIONSIII TYPICAL sia1E wasxiRcicR 7.(2)PENCIL RIBS ON METAL ROOF PANELS OR f1S pS j I DSSTRIAT DS PANELSED PANEL TO BE USED ON METAL ROOF EAVe ——_.————— S ROOF: _..L A a.GUTTERS TO MATCH COLOR OF METAL ROO TYPICAL. B.ICE AND WATERSHIELD TO BE INSTALLED IN ALL I A NEW FIRE STATION FOR: VALLEYS,RAKE,SAVE MIN 18'EA.SIDE TYPICAL. LINE OF WALL I CITY OF ARLINGTON AND ON THE ENTIRE ROOF OF ROOF PITCHES ,I BELOW TYP. j 3:12 OR LESS. DS II I Y STATION #48 ARLINEAVEI I GTON, WA 98223 r UH-2 CONCENTRIC I j WENT THRU ROOF I I j NOTE: I mN ``Io CONTACT: I ALL ROOFING TO Be I roN PAUL ELLIS 24 GA.STANDING SEAM METAL ROOFING TYP. UH-2 CONCENTRIC I CONT. RIDGE VENT TYP DRYER VENT CAPITAL PROJECTS MANAGER VENT THRU ROOF BOO RIDGE CAP 360-403-460VENT THRU R07or3 I I CONT.RIDGE VENT TYP. I� RANGE H006 ' H I BDD EXHAUST m a H n. I mN I I w I I w w w Iw F No w Q j 0 K N�j N I K VALLCy 'a'n I 18-261 I !I Ds FKUJlzUl NUMBER. 1..... ......... ._............................... E E IVE O REVISIONS: I s 5/29/20 PERMIT SUBMITTAL j a 7/8/20 BID SET F _— PEAK ————————— j I I I j I I I I I I G PE II II �II IIrI PEAK 4 —._.—..-- — ----------- SLOPE EAVE__ _ — Ed Ij Ia II II PEAK II II G T 12 G 4. -4. I D I j - = --- — — -----�- SHEET TITLE: RAKE RAKE ROOF PLAN ROOF PLAN SCALE: 1/8'=1'-0' '` JPic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FEBRUARY 28. 2020 DATE 6\:ARCH\18\DRAWINGS\18-261FLRBA E COMPUTER FILE NAME A � 2 . 6 COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. _.. .�.._.. _. mr-_...:_-,.. �.»...__, -'v.�..•ddn►'-"*wr .ate,._-,1'� .. ......�/ ;.s,--.--- --..,..+�.! �` "'�'"'�`- ..,ate. "�... .«»..�..✓' .� :.•`ate. as-�,�N..:...,�. --.».... \.....� .'-+r.er ..ems-�`.. :. r+".-.v""-� DOOR SCHEDULE DOOR NOTES: NO. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES 1.ALL DOORS TO BE 1 5/4'THICK.ALL WOOD DOORS TO BE SOLID CORE W/MAPLE DOOR SKINS. TYPE MAT'L FIN, MAT'L FIN. CLSR. PANICI GRP.1 2.VERIFY ALL RA.AND JAMB DEPTHS PRIOR TO ORDERING. 1 12'•0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK,CHAIN HOIST,HIGH CYCLE 75,000 SPRINGS,H[GH LIFT CLEARANCE 3.ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED, 2 12'-0'14'•0' P ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR$'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS,HIGH LIFT CLEARANCE 4.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT 5 12'•0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS,HIGH LIFT CLEARANCE ALL DOORS W/OEADBOLTS SHALL HAVE MORTISED INTEGRAL LEVERS TO OPERATE DEADBOLT 4 12'•0'14'-0' P ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST,HIGH CYCLE 79,000 SPRINGS,HIGH LIFT CLEARANCE 5.ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS 5 3'•0'X T-O' B HMO PAINT HMF PAINT YES INSULATED.WEATHER STRIP.KICK PLATE.THRESHOLD.SWEEP,INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE,S.S.KICKPLATES.4'FRAME HEAD AND WITHIN 18 INCHES OF FLOORS SHALL Be SAFTTY GLAZING AS 8 I PERMANENT 3'•0'X T-O' A ALUM PF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP,THRESHOLD.WEATHERSTRIP.CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE REQUIRED E SECTION 2406E ALL SUCH GLAZING SHALL HAVE (�ARLETTI ARCHITECTS P.S. TIPICATION SAFETY GLAZING STAMP, 7 3'-0'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP,THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER.CONTINUOUS HINGE,CARD SWIPE 6.DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION arrhM=re&plmnnIrog 8 3'•0'X T-O' B HMO PAINT HMF PAINT YES INSULATED,WEATHER STRIP.KICK PLATE,THRESHOLD.SWEEP,INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE,S.S.KICKPLATED,CARD SWIPE BY WRIST OR ARM PRESSURE. 7.ALL DOORS W/DEADBOLTS MUST HAVE SINGLE ACTION OPERATION BY 116 EAST FIR STREET 0 3'•0'X T-O' A HMO PAINT HMF PAINT YES INSULATED.WEATHERSTRIP.DEADBOLT.SWEEP.THRESHOLD.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES. HANDLE INSIDE AND KEY ON THE EXTERIOR.MORTISED LOCKESETS REQUIRED. SUITE A 10 3'-O'X T-O' D HMO PAINT HMF PAINT INSULATED,WEATHER STRIP,SS KICK PLATES,THRESHOLD.SWEEP,INTEGRAL MORTISED DEADBOLT,KEYED LOCKET LEVER HANDLE.4'HEAD 8.U VALUE OF ALL EXTERIOR HMD TO BE U VALUE .16/R•6 OR BETTER MOUNT VERNON, WA, 98273 11 3'-0'X 7'•0' D HMO PAINT HMF PAINT - INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.INTEGRAL MORTISED DEAOBOLT.KEYED LOCKET LEVER HANDLE,4'HEAD 0. INSULATED OVERHEAD DOORS TO HAVE A U-VALUE.057/R17.5 OR BETTER ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPED AND HAVE 12 3'•0'X T-O' 0 HMD PAINT HMP PAINT YES INSULATED,WEATHER STRIP.SS KICK PLATES,THRESHOLD,SWEEP,INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE,CARD SWIPE.S.S.KICKPLATES,4'FRAME HEAD 10.ADA COMPLYING THRESHOLDS AND CONCRETE LANDINGS[OR Phone: 360 424-0394 13 3'•0'X T-O' 0 HMO PAINT HMF PAINT YES INSULATED.WEATHER STRIP,SS KICK PLATES,THRESHOLD,SWEEP,INTEGRAL MORTISED DEAOBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES,4'FRAME HEAD SIDEWALK).EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO Fox! 360 424-5726 14 5'-0'X T-O' D HMD PAINT HMF PAINT INSULATED.WEATHER STRIP,SS KICK PLATES.THRESHOLD.SWEEP.KEYED LOCK.LEVER HANDLE Be PROTECTED BY PIPE BOLLARDS. 15 3'-0'X 7'•0' D HMD PAINT HMF PAINT INSULATED,WEATHER STRIP.SS KICK PLATES.THRESHOLD,SWEEP,KEYED LOCK.LEVER HANDLE 11.ALL OVERHEAD DOORS WITH GLAZING TO BE RED FACTORY POWDER COATED ALUMINUM FRAMES. 16 3'•6'X 7'•0' D HMD PAINT HMP PAINT GLAZING TO BE LOW E PPG BRONZE MATCH WINDOW GLAZING INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.LOCK.LEVER HANDLE.S.S.KICKPLATES 6429 E STERED 17 3'•0'X T-O' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS ITECT 18 3'-0'X 7'•0' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW,DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 10 3'•0'X T-O' D HMD PAINT HMP PAINT INSULATED.WEATHER STRIP,SS KICK PLATES,THRESHOLD.SWEEP.KEYED LOCK.LEVER HANDLE.S.S.KICKPLATES,CARD SWIPE 20 3'-0'X T-O' C HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES,THRESHOLD,SWEEP.PASSAGE SET,LEVER HANDLE.S.S.KICKPLATES PETER STALE 0 WASHINCTON 21 5'-0'X T-O' E P.LAM FF HMF PAINT YES INSULATED,WEATHER STRIP,SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 22 3'•0'X T-O' E P.LAM FF HMP PAINT YES INSULATED.WEATHER STRIP,SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 23 3'-0'X T-O' C HMD PAINT HMP PAINT YES INSULATED,WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.PASSAGE SET,LEVER HANDLE.S.S.KICKPLATES 24 3'•0'X 7'•0' D HMD PAINT HMF PAINT LEVER HANDLE.PRIVACY LOCK,S.S.KICKPLATES 25 3'-0'X T-O' C WD LAQ. HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATES,CARD SWIPE A NEW FIRE STATION FOR: 26 3'-0'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP.THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER,CONTINUOUS HINGE.CARD SWIPE CITY OF ARLINGTON 27 5'•0'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP,THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER,CONTINUOUS HINGE.CARD SWIPE STATION #48 28 5'•0'X T-O' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES ARLINGTON, WA 98223 29 3'-0'X T-O' C WD LAO. HMF PAINT LEVER HANDLE,KEYED LOCKSET '.. 30 5'•0'X 7'-0' C WD LAQ. HMF PAINT LEVER HANDLE,KEYED LOCKSET 31 Y-O'X 7'•0' C WO LAQ. HMP PAINT LEVER HANDLE.KEYED LOCKSET 32 3'-0'X T-O' C WD LAO. HMF PAINT LEVER HANDLE.KEYED LOCKSET 33 3'•0'X 7'•0' C WD LAQ. HMF PAINT LEVER HANDLE,PASSAGE SET.S.S.KICKPLATES 34 3'•0'X T-O' C WD LAQ. HMF PAINT LEVER HANDLE.PASSAGE SET.S.S.KICKPLATES CONTACT: 35 5'•0'X 7'-0' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP,SS KICK PLATES 48'HIGH,VISION WINDOW,DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS PAUL ELLIS 36 5'•0'X 7'•0' D WD LAQ. BARN DOOR WITH BARRIER FREE HARDWARE.SLIDING TRACK ON TOP CAPITAL PROJECTS MANAGER 37 5'•0'X 7-0' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES 360.403-4603 38 Y-O'X T-O' D WO LAQ. HMF PAINT LEVER HANDLE,PRIVACY LOCK 30 3'•0'X 7'•0' D WD LAQ. HMP PAINT LEVER HANDLE.KEYED LOCKSET 40 5'•0'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE,PRIVACY LOCK.S.S.KICKPLATES 41 3'•0'X 7'•0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK,S.S.KICKPLATES FACTORY POWDER 42 3'•0'X 7'•0' D WD LAO. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES COATED FRAMES 43 6'-6'X 7•0' D WD LAQ. BARN DOOR WITH BARRIER FREE HARDWARE,SLIDING TRACK ON TOP COLOR RED 44 3'-0'X T-O' B WD LAQ. HMF PAINT YES LEVER HANDLE,S.S.KICKPLATES 45 3'-0'X 7'-0' D WO LAO. HMF PAINT LEVER HANDLE.PRIVACY LOCK 46 3'-0'X T-O' D WO LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 47 3'-0'X T-O' D WD LAO. HMF PAINT LEVER HANDLE,PRIVACY LOCK TEMPERED GLAZING 48 3'•0'X T-O' D WD LAO. HMF PAINT LEVER HANDLE.PRIVACY LOCK �� 40 3'-0'X T•0' D WD LAQ. HMF PAINT LEVER HANDLE,PRIVACY LOCK � 50 3'•0'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 18-261 51 3'•0'X T-O' D WD LAO. HMP PAINT YES 1-HOUR LEVER HANDLE,KEYED LOCKSET ACRYLIC GLAZING 52 5'-0'X 7'•0' A WD LAQ HMF PAINT YES YES LEVER HANDLED KEYED LOCKSET.CARDSWIPE.B.S.KICKPLATES TEMPERED GLAZING 53 3'•0'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE,PRIVACY LOCK,S.S.KICKPLATES 54 81•0.8'-0. E ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR,2'TRACK.CHAIN HOIST.STANDARD LIFT CLEARANCE TRACK 12'RADIUS REVISIONS: 60 3'-0'X T-O- D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED,CARD SWIPE 5/29/20 PERMIT SUBMITTAL 61 121 Y-O'X T-O' D HMD PAINT HMP PAINT LEVER HANDLE.KEYED LOCKSET 7/8/20 BID SET 62 $'-0'X 7'-0' D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED.CARD SWIPE 63 3'-0'X T-O' D HMD PAINT HMP PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED,CARD SWIPE 64 (2)3'-O'X 7-0' D HMD PAINT HMF PAINT LEVER HANDLE.KEYED LOCKSET A B C D E F 23� 4-A.F.PI 3,0. 4.0' O - ^�- 1T•8'A.P.P i 17'•6t A P.F. co 9--� ® 0 -� -� Y 4 ;D �i O ❑�i ❑,i 5,'' �i O 40 ❑ �i �i 0 SHEET TIT LE:b z DOOR SCHEDUL ETj ;0 ! WINDOW SCHEDUL E o b b T � a0 T � i� T in i� i� i� F T T I� O STOREFRONTO STOREFRONT O ALUM, NAIL FLANGE OOPERABLELCASEMENT OE ALUM.NAIL FLANGE OOPERABLELAWNINGE ALUM.NAIL FLANGE OOPERABLE NAIL SFDEROE (\I HOLLOW METAL FRAME O STOREFRONT OK ALUM.NAIL FLANGE OL ALUM.NAIL FLANGE < STOREFRONT SEE ELEV.NET OPENING 5.7 S.P. 1.ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE WINDOW SCHEDULE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24'ARC OR EITHER NO. QTY. SIZE TYPE FRAME U-VALUE NOTES VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60'ABOVE THE Pic MAT'L FIN, WALKING SURFACE SHALL BE TEMPERED. PROJECT ARCHITECT, A 2 6'-8'X 1'-8' FIXED ALUM ANOD .$4 STOREFRONT LOW E.ARGON.BRONZE GLAZING.SEE DOOR SCHEDULE [GLAZING SUBCONTRACTOR TO VERIFY LOCATION($)OP ALL SAPTEY GLAZING.) A.1 1 3'•4'X 1'-8' FIXED ALUM ANOD .54 STOREFRONT LOW E.ARGON.BRONZE GLAZING,SEE DOOR SCHEDULE 2.GLAZING SHALL BE TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, Pic B 4 V-10'X 7'•0' FIXED ALUM ANOD .$4 STOREFRONT LOW E.ARGON.BRONZE GLAZING.SEE DOOR SCHEDULE OTHER THAN THOSE LOCATIONS DRAWN BY: DESCRIBED IN ITEM 1.ABOVE,THAT MEETS ALL THE FOLLOWING CRITERIA. C 7 4'•0'X 5'•6' FIXED ALUM ANOD .54 ALUM.NAIL PLANG WND A)EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 0 SQUARE FEET. Pic D 11 5'•0'X 4'•0' OPERABLE ALUM ANOD .$4 ALUM.NAIL PLANG WND,LOW E,ARGON,BRONZE GLAZING B)EXPOSED BOTTOM EDGE GREATER THAN 36'ABOVE THE FLOOR, CHECKED BY: C)EXPOSED TOP EDGE GREATER THAN 56'ABOVE THE FLOOR. E 1 0'•O'X 2'•6' FIXED ALUM AND .54 ALUM.NAIL PLANG WND.LOW E.ARGON.BRONZE GLAZING 01 ONE OR MORE WALKING SURFACES WITHIN 26'ABOVE THE FLOOR. P 2 4'•0'X 5'•8' OPERABLE ALUM AN00 .54 ALUM.NAIL PLANG WND.LOW E,ARGON.BRONZE GLAZING 3.REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING., FEBRUARY 28, 2020 G 1 4'-0'X 4'•0' FIXED I ALUM ANOD .54 ALUM.NAIL FLANG WND.LOW E,ARGON.BRONZE GLAZING 4.SEE BUILDING ELEVATIONS FOR MUTTON AND DOOR PLACEMENTS DATE H 1 4'•0'X 4'•0' OPERABLE ALUM AND • 8 OPERABLE WINDOWS. 5.ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED S\:ARCH\18\DRAWINGS\18-261FLRBA I 1 4'-0'X 4'•0' FIXED HMF PAINT • PRIOR TO FABRICATION. COMPUTER FILE NAME J 2 61•0'X W-0' FIXED ALUM 34 STOREFRONT LOW E.ARGON,BRONZE GLAZING,SEE DOOR SCHEDULE 6.U-VALUE OF ALL WINDOWS TO BE.$4 OR BETTER,LOW E 6 THERMALLY BROKEN K 1 31•0'X 31•0' FIXED ALUM .54 ALUM.NAIL PLANG WND,LOW E.ARGON.BRONZE GLAZING [SHADING COEFFICIENT TO BE.40 OR BETTER] L 5 4'-0'X 4'•0' FIXED ALUM .54 ALUM.NAIL FLANG WND,LOW E.ARGON.BRONZE GLAZING T CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES. M 1 6'•8'X 7'•0' FIXED ALUM .34 STOREFRONT LOW E,ARGON,BRONZE GLAZING.SEE DOOR SCHEDULE 8.CONTRACTOR TO VERIFY ALL WINDOW SIZES. M.1 A = 2 . 7 1 6'-8'X 1'•8' FIXED ALUM .54 STOREFRONT LOW E.ARGON.BRONZE GLAZING,SEE DOOR SCHEDULE COPYRIGHT 2020 CARLETTI ARCHITECTS,P.B. FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: _ NO. NAME MAT'L FIN. NO. MAT'L I FIN. NO. MAT'L FIN. NO. MAT'L FIN, NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HOT. - 100 APPARATUS BAYS ONC. SEALED SA CONC/CMU SEAL 9•1 CMU SEA, S-1 FRP/PLY FF FRP-1 CMU/GWB SEAL 8.1 CMU SEAL 9-1 STRUC.ABOVE PNT-3 VARIES GWB ABOVE CMU ON E.W.S WALLS TAPE FINISH PAINT 101 RISER ROOM MECH. ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT•i OWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 102 ELECTRICAL ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 9'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING CARLETTI ARCHITECTS P.S. 103 SCBA CLEAN ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 104 HOSE ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNTA PLY PAINT FRP-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING IVd1ic110&plmMng 105 1COMPRESSOR SHOP ROOM ONC. SEALED S-1 PLY PAINT PNT-i PLY PAINT PNT-1 IPLY PAINT PNT-1 IPLY PAINT FRP-1 GWB PNT-3 0'-5 1/2, CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 116 EAST FIR STREET 106 EMS STORAGE ONC. SEALED S-1 IPLY I PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PAPA GWB PNT-5 0'•5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING SUITE A 107 HALL ONC. SEALED S-1 - - - PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 - PLY/FRP Irr FRP•1 GWB PNT-5 0'-51/2' MOUNT VERNON, WA. 98273 108 BUNKER GEAR ONC. SEALED S-1 CONC ISEAL 9-1 PLY/FRP FF FRP•1 PLY/FRP FF FRP•1 CMU PNT PNT-1 PLY/FRP FF FRP-1 GWB PNT-8 8'-8 5/4' 100 HALL ONC. SEALED 9-1 1- - PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 - - - PLY/FRP FF FRP-1 GWB PNT-3 8'-8 3/4' Phone: 4360� 424-0394 110 STAIR RUBBER FF RS-1 RSS FF RSS-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 STRUC.ABOVE PNT•3 VARIES Fax: 360 424-5726 111 DECON ONC, SEALED S-1 CONC SEAL 9-1 FRP/PLY FF FRP•1 FRP/PLY FF FRP-1 FRP/PLY FF PRP•1 FRP/PLY FF FRP-1 GWB PNT-3 8'-8 5/4' 112 RESTROOM ONC. SEALED 9-1 CONC SEAL S-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP•1 GWB PNT-3 6'-8 5/4' 115 POLICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 3NUATP ERED 114 VESTIBULE OM FF WOM-1 VRB FF VRB-1 GWB PNT PNT•1 GWB PNT PNT-i GWB PNT PNT•1 GWB PNT PNT•1 ACP-1 FF 9'-0' TECT115 ENTRY VT FF LVT-1 VRB-1 FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0. 116 REPORTS/LIBRARY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP•1 FF 0'•O' 117 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT•2 GWB PNT PNT-1 GWB PNT PNTA ACP•1 FP 0'•0' NGTGN 118 KITCHEN VT FF LVT•1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 ACP-1 FF 11'-0' 119 DINING VT FF LVT•1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-i GWB PNT PNT-1 ACP-1 FF 11'-0' 120 DAYROOM VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-i GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP•1 FF 9'-0' 121 SLEEPER ARPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 122 SLEEPER ARPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' A NEW FIRE STATION FOR: 123 SLEEPER ARPET FF CPT-2 VRB Irr VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP•1 FF 01•0' CITY OF ARLINGTON 124 SLEEPER ARPET FF CPT-2 VRB Irr VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 91•0' STATION #48 125 SLEEPER ARPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-i GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 91•O' ARLING'ON, WA 98225 126 SLEEPER ARPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0-0' 127 SLEEPER ARPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP•1 FF 9.0' 128 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 129 RESTROOM TILE FF T•1 TILE FF T-2/3/4 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 0'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT U`aa 150 RPSTROOM TILE FF T-1 TILE FF T-2/5/A GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNTA GWB PNT PNT-1 GWB PNT-3 9'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F.,GREEN GWB TYPICAL THROUGHOUT 131 RESTROOM TILE FF T-1 TILE FF T•2/51 CONTACT: GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNTA GWB PNT PNT-1 GWB PNT-3 0'-0' TILE WAINSCOTING ON WALLS TO 88'A.F.F..GREEN GWB TYPICAL THROUGHOUT CON CT: 132 OFFICE ARPET FF CPT-1 VRB FF VRB•1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' LLIS 153 CONFERENCE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' CAPITAL PROJECTS MANAGER 134 LAUNDRY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACPA FF 9'-0' 360-4C3-4603 135 PANTRY VT FF LVT•1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNTA ACP-1 FP 0'-0' 136 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNTA GWB PNT PNT-1 ACPA FF 9'-0' 137 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' FINISH NOTES: 158 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-O' 1. VINYL RUBBER BASE TO BE 4'W/COVE.MITRE 130 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' ALL CORNERS 2. GREEN GWB AT RESTROOMS TYPICAL 140 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-i GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP•1 FF 0'-0' 141 HALL I FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-i GWB PNT PNT-1 ACP-1 FF 0'-0' 142 FITNESS ER FF RF•1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT•1 GWB PNT PNT-i GWB PNT PNT-1 ACP•1 FF 0'-0' 6'-6'H MIRRORS FROM TOP OF BASE ENTIRE LENGTH OF WALL ON SOUTH WALL AND SE CORNER WALL 143 RESTROOM FF T-1 TILE FF T-2/3/ GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 01•0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT 144 BREAK FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-5 9'-0' 145 TRAINING ROOMET FF CPT•1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 W.O. 200 ELECTRICAL ROOMOODFFPLY PAINT PNT-1 PLY PAINTPNT-i PLY PAINT PNT•1 PLY PAINT PNT-1 STRUC.ABOVE PNT3 VARIES CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING201 STORAGE OOD F GWB PNTPNT•1 GWB PNT PNT•i GWB PNT PNT•1 GWB PNT PNT-1 STRUC.ABOVE PNT-3 VARIES 202HALL0 GWB PNTPNT.1 GWB PNTPNT-1 GWB PNT PNT-1 GWB PNT PNT•1 STRUC.ABOVE PNT-3 VARIES 203 STORAGE OOD F GWB IPNTJPMT-1 IrWB PNT PNT-1 I GWB I PNT I PNT-1 JGWB PNT PNT-1 STRUC.ABOVE PNT-3 VARIES REVISIONS: 5/29/20 PERMIT SUBMITTAL INTERIOR MATERIAL SCHEDULE 7/8/20 BID SET FLOOR: # SIZE MANUFACTURER: STYLE: COLOR: NOTES: WOM WALK OFF MAT 1 18X36 MANNINGTON INERTIA ROLL 173366) INSTALL BRICK ASHLAR CPT CARPET 1 24X24 MANNINGTON DISPATCH TETHER 1821471 INSTALL BRICK ASHLAR CPT CARPET 2 24X24 MANNINGTON ESTIO NASSAU 185051 INSTALL MONOLITHIC RF RUBBER FLOOR 1 V ROLL ROPPE RECOIL FITNESS FLOORING #575 COLBALT/RED/BISQUE INSTALL WITH ROPPE APPROVED ADHESIVE 1-VT LUXURY VINYL TILE 1 5.O173O.37' MANNINGTON ACCESS DUSKY WALNUT SX5W2542 RANDOMIZE MULTIPLE BOXES AT ONCE.RANDOMIZE END JOINTS.NO STAIR STEPS IN END JOINTS ALLOWED T TILE-PORCELAIN 1 6X6 MOSA SCENES 6150 MR GRAIN GRID PATTERN.RESTROOM FLOORS OR GROUT 1 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 40 LATTE USE WITH T•1 RS RUBBER STAIR TREADS 1 VARIES TARKETT/ROPPE RAISED CIRCLE 40 BLACK TREADS WITH MATCHING RISERS SCH SCHLUTER TRANSITION 1 PER MANUF. SCHLUTER RENO-TK STAINLESS STEEL USE AT TRANSITIONS AS CALLED OUT ON SHEET 10.1.0 CONC CONCRETE 1 VARIES SEAL CONC.PER SPECIFICATIONS BASE: VRB I VINYL RUBBER BASE 1 4'H JOHNSONITE VINYL OR RUBBER WALL BASE BLACK-40 TYP THROUGHOUT.EXCEPT RESTROOMS AND SLEEPERS VRB VINYL RUBBER BASE 2 4'H JOHNSONITE VINYL OR RUBBER WALL BASE FAWN-80 AT SLEEPERS ONLY SHEET TITLE: T TILE PORCELAIN 2 6X6 MOSA SCENES 6150 V GRAIN RANDOM PATTERN WITH T•3 THRU T-7 T TILE-PORCELAIN 5 6X6 MOSA SCENES 6151 V CLAY RANDOM PATTERN WITH T-2 THRU T•7 FINISH SCHEDULE T TILE PORCELAIN 4 8X6 MOSA SCENES 6153 V GRIT RANDOM PATTERN WITH T-2 THRU T-7 RSS RUBBER STAIR STRINGER 1 VARIES JOHNSONITE/ROPPE BLACK MATCH SKIRTING TO STAIR TREADS MATERIAL SCHEDULE WALL: PNT PAINT 1 - SHERWIN WILLIAMS SATIN FINISH GREEK VILLA 7551 MAIN BODY COLOR PNT PAINT 2 - SATIN FINISH WHEAT PENNY 7705 ACCENT WALLS PER FINISH PLAN t PNT PAINT 5 - SATIN FINISH CEILING BRIGHT WHITE 7007 GWB CEILINGS THROUGHOUT PNT PAINT 4 SEMI GLOSS TAVERN TAUPE 7508 DOOR FRAMES T TILE-PORCELAIN 5 6X6 MOSA SCENES 6150 V GRAIN GRID PATTERN,MIX RANDOMIZED COLORS WITH T-1 AND T-3 T TILE-PORCELAIN 6 8X6 MOSA SCENES 6151 V CLAY GRID PATTERN,MIX RANDOMIZED COLORS WITH T-1 AND T-2 T TILE-PORCELAIN 7 6X6 MOSA SCENES 6155 V GRIT GRID PATTERN.MIX RANDOMIZED COLORS WITH T-1 AND T-2 T TILE-CERAMIC 8 3X12 SANT'AGOSTINO SHADEBRICK TAUPE BRICK PATTERN KITCHEN ONLY,USE MATCHING BULLNOSE AS REQUIRED ON EXPOSED EDGES T TILE-CERAMIC 0 3X12 SANT'AGOSTINO SHADEBRICK•BULLNOSE TAUPE BULLNOSE AT EXPOSED EDGES OF BACKSPLASH OR GROUT 2 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 40 LATTE SHOWER WALLS ONLY GR GROUT 3 1/8, LATICRETE PERMACOLOR GROUT 40 LATTE RESTROOM WALLS WITH T-2 THRU T-7.NOT USED IN SHOWERS OR GROUT 3 118, LATICRETE SPECTRALOCK PRE PREMIUM 00 LIGHT PEWTER USE WITH T•8 6 T-9 ONLY FOR KITCHEN BACKSPLASH Pic FRP FIBER GLASS PANELS 1 4X10 SHT. PEBBLE FINISH WHITE CLASS A FIRE RATED PROJECT ARCHITECT: SCH SCHLUTER TRANSITION 2 PER MANUF. SCHLUTER JOLLY STAINLESS STEEL CHOOSE DIMENSION NEEDED TO COVER EXPOSED TOP EDGE OF WALL TILE WITH NO OR MINIMAL OVERHANG Pic CMU CONCRETE MASONRY UNITS 1 PER MANUF. SEAL EXPOSED INTERIOR CMU PER SPECIFICATIONS DRAWN BY: CASEWORK: PL PLASTIC LAMINATE 1 VARIES WILSONART STANDARD RIVER CHERRY 7037-98 CABINET PACES THROUGHOUT Pic SS SOLID SURFACE 1 VARIES WILSONART HITS STONE O208CS ALL COUNTER TOPS CHECKED BY: CEILING: ACP I ACOUSTICAL CEILING PANEL 1 2'-0-X 4'-0' 1 ARMSTRONG DUNE SECOND LOOK WHITE W/WHITE GRID 15/16'TEGULAR EDGE TYP.THROUGHOUT,U.N.O. FEBRUARY 28. 2020 WALL PROTECTION DATE CG I CORNER GAURDS 1 2X2 ISTAINLESs STEEL SATIN FINISH.NO EXPOSED FASTNERS S\:ARCH\18\DRAWINGS\18-261FLR5A NOTES: COMPUTER FILE NAME 2 . 8 1. VINYL RUBBER BASE TO BE 4'W/COVE.MITRE ALL CORNERS 2. USE STAINLESS STEEL SCHLUTER AT ALL FLOORING TRANSITIONS REQUIRING A TRANSITION STRIP. _--_ COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. T_ H CMU GROUND FACE DECORATIVE STEEL g _4 -4. COL #1 CARLETTI ARCHITECTS P.S. SUPPORT BRACKETS METAL WALL g j BLACK A-8.3 j PANELS COLOR f1 A-8.9 ��planning TO CMU .'=.i_w . 1 !I A-63 MrL.WALL 116 EAST FIR STREET PANEL f2 SUITE A G t; n to To PLATEw _ MOUNT VERNON, WA. 98273 METAL ROOF PANELS _4 COLOR f1 �, 17 - - A-63A62 `� 4. 16p7 METAL WALL Phone: (3601 424-0394 A-54 METAL WALL _ PANELS COLOR#1 Fax: 360 424-5726 PANELS COLOR f2 isT.O PLATE METAL WALL PANELS COLOR 01 ,= 9 DECORATIVE STEEL SUPPORT BRACKETS 8429 OLO PLAT �/� t0 A-6.2 T.O.PLATE ,L. -- E STERED O T METAL WALL I 8 12 A 52 PANELS COLOR# DARK BRONZE p �.- pt I Alst A-61 A 7 ANODIZED STATE WASHINGTON II ---. - I 15 TOREFRONT T.O. FIN.FLR .-=-..m. . .J.- _._. _. -. t .. 2..: 1 ---:." _7:_T�yt" -Q FIN.FLR ...- :.1 .'€A6 - - T.O.FIN.FLRi. ___�_ _ _____—____—_—__ T.___—__—____— _ _ _____ _ ____—__ _ —_ _—____—____— __—-----___________ _ ___—____ ___—_—_—____—__________—_— __ __ —____—____—____——1_____—_—_—_ __ _______ ____ 1 A-a1 - - FOR. •-------------- --- ------ -------- --- -- -- -- --------- - -----�- - --- ---- -- --- ---- --I ANEW FIRE STATION TYP. A' CMU CAP GREY CMU GROUND FACE A-8.1 CMU GROUND FACE CITY OF ARLINGTON DARK BRONZE ANODIZED COLOR COLOR#1 CMU GROUND FACE COLOR#3 STOREFRONT 6 GARAGE COLOR#1 STATION #48 DOOR ARLINGTDN. WA 98223 WEST ELEVATION EAST ELEVATION CCVTACT: DECORATIVE STEEL SUPPORT BRACKETS PAUL ELLIS BLACK SIGN F.O.I.C. CAPITAL PROJECTS MANAGER MASONRY NOTES: CAST ALUMINUM ILLUMINATED D 1.THE MASON MUST PROVIDE A MIN.4'-0'X 4'-0'MOCK UP OF 1 � LETTERS 12'HIGH 360-403-4603 THE CMU INCLUDING THE CAP. AND GROUT LINES FOR THE ARCHITECT O '�2J BRONZE ANODIZED AND OWNERS APPROVAL FOR COLOR SIZE AND SHAPE NO EXCEPTIONS. ON STAND OFF ROOF FLASHING/FACIA IF MASON FAILS TO PROVIDE MOCK UP FOR ARCHITECT A B PEGS F.C.I.C. TO MATCH ROOF PANEL COLORSC r AND OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE CMU GROUND FACE j -4. X -4 WORKING AT THEIR OWN RISK,AND WILL BE HELD RESPONSIBLE CMU GROUND FA CMU GROUND -4. CE FACE COLOR f1 \ 8 FOR THEIR ACTIONS. COLOR#1 COLOR#2 -8. STEEL'C'CHANNEL CANOPY 2. MASON MUST PROVIDE ARCHITECT WITH A COURSING PLAN FOR METAL WALL' j WITH ROD SUPPORTS AND F CMU WALL AND CMU CAP PRIOR TO CONSTRUCTION NO EXCEPTIONS. T.O.CMU PANELS COLOR PLATES SBE STRUCTURAL -4. IF MASON FAILS TO PROVIDE COURSING PLAN FOR ARCHITECT AND iI- �-:-i- '- - METAL ROOF PANELS PRIME AND PAINT BLACK I OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE WORKING MTL.WALL f ---� prof COLOR f1 DARK BRONZE PANEL COLOR f2 1 ACTIONSAT EIR OWN RISK,AND WILL BE HELD RESPONSIBLE FOR THEIR T.O.PLATE �L D t2 C _ ANODIZED -52 e r - STOREFRONT •83 3.CONTROL JOINTS TO BE INSTALLED BY MASONRY INSTITUTE CMU ue.* ❑ A-62. „rn a 16/17 MANUFACTURER.MASON TO COORDINATE ON CONTROL JOINT LOCATION _ 3 2 A54 I WITH ARCHITECT PRIOR TO CONSTRUCTION IF MASON FAILS TO A-62 F\I10N`4r 7 1 i:. A-63 € k COORDINATE LOCATION WITH ARCHITECT AND OWNERS APPROVAL € E I, 17 18-261 PRIOR TO CONSTRUCTION THEY ARE WORKING AT THEIR OWN RISK, ,�T O.OVHD DOOR ,'- . _ LJ _ - — j A•e. AND WILL BE HELD RESPONSIBLE FOR THEIR ACTIONS - I' _ Y• € 1B RUVB 4.IT IS THE RESPONSIBLITY OF THE MASON TO SEAL ALL CMU/ CMU GROUND FACE J o '� A-69 to _ - € € A-62. CULTURED STONE W/FOG COAT PER MANUFACTURER'S INSTRUCTIONS COLOR 01 s a; v s 15 ' € .0.PLATE u ' W/FABRISHIELD 655 o CMU. R A 51 REVISIONS: 5.ALL CMU AND CAPS MUST BE CLEANED AND APPROVED BY - F ARCHITECT/OWNER PRIOR TO SEALING NO EXCEPTIONS. COURSE „ '1" 5/29/20 PERMIT SUBMITTAL IF MASON FAILS TO RECIEVE ARCHITECT AND OWNERS APPROVAL THEY ARE WORKING AT THEIR OWN RISK.AND WILL BE HELD RESPONSIBLE ° 81 '� A•6t fi A 62 A 62 10 7/8/20 BID SET FOR THEIR ACTIONS a a; r �; s c, 40 6.EXPANSION JOINTS TO BE INSTALLED BY MASONRY CONTRACTOR AS - �: y A 63 0 A-e. REQUIRED BY THE MASONRY INSTITUTE 8 CMU MANUFACTURER T.O.FIN.FLR. - - - - - - `.� p�� COORDINATE W/ARCH. ,.:... --- _ ----- -- -- - -- - - -- ---- --- _- -_ -_-_- ____ __ ___ _ _------ -____ ____ ________ _-_ _-____-__L_ .___ 7.ATTACH VENEER CMU WITH HOT DIPPED GALVANIZED,2 PIECE WALL TIES, CMU GROUND A-8.1 CMU CAP GREY STATION .g.1 TIE TO EXTERIOR WALL FRAMING. SUPPORT MAXIMUM 2 SQUARE FEET FACE COLOR'f1 Y CMU GROUND FACE COLOR CMU GROUND FACE LAOUE CMU GROUND FACE OF AREA. TIE SHALL HAVE A HOOK ON THE EXTENDED LEG THAT - COLOR#2 COLOR f1 ! STEEL PIPE P 11 METAL WALL STEEL CANOPY RED POWDER 10 COLUMN W/ COLOR#1 WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. COATED GARAGE e BOLLARDS TYP.f BRACKET TO WOOD -84 PANELS COLOR#2pAINT BLACK METAL WALL MANUFACTURER TO BE FERO'S'RAP TIE'OR APPROVED SUBSTITUTION, DOOR 8.0 O.H.DOORS EA.SIDE BEAM PANELS COLOR f1 ' EmmommmmmorlNORTH ELEVATION SHEET TITLE: �q� D 4 BUILDING ELEVATIONS O O 7 6 a) -4. METAL ROOF PANELS C B A MATERIAL SCHEDULE COLOR#i _4 DARK BRONZE .4. 8 ®ANTENNA -4. METAL WALL ANODIZED F STOREFRONT -64 MATERIAL: MANUFACTURER: COLOR: _ PANELS COLOR#2 HMF/HMO EXTERIOR PAINT COLORS -4' Rp A . 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T.OT.O.Fh FEBRURAY 28, 2020 -------" E - -------- ----- ------ _____:_ 1 i _ _______ 1 -_ .... CONC.COLOR f1 DAMS COLORS GROUT TO MATCH CMU COLORS L_-________-_-___-_-_____ ____ ___________________ _ ____ _ __ . ____ -___- _ -_- --------- _- ___-___ JR_ __--_ _-_- ___,_L __--�_] DATE SOFFITS U.N.O. ENTRY TO BE CLEAR CEDAR T8G DARK BRONZE A•61 S\:ARCH\18\DRAWINGS\18-261 METAL SOFFIT PANELS AEP PRESTIGE SERIES ANODIZED METAL WALL CMU GROUND FACE CMU GROU�CE CMU GROUND FACE CMU GROUND FACE STOREFRONT PANELS COLOR f1 COLOR}1 COMPUTER FILE NAME V REVEAL W/PENCIL RIB COOL ZINC GREY COLOR#1 COLOR#1 COLOR f1 ALUMINUM NAIL FLANGE 8 STOREFRONT WINDOW SYSTEMS INSULATED•THERMALLY BROKEN SOUTH ELEVATION ANODIZED STARLINE/KAWNEER DARK BRONZEA � 3 . 0 GLAZING 1 INCH ANNEALED GLASS BRONZE ppe SOLARBAN 60 BRONZE LOW E AS REQ'D TO MEET.39 UV AND.40 SC COPYRIGHT 2010 CARL[TTI ARCHITECTS.P.9. o o Ill T-8' 48'-0' 10'8' i 3 CARLETTi ARCHITECTS P.S. 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III .I L.I III I L COMPUTER FILE NAME 1/A-5.0 FOR CONTINUOUS CONCRETE _. _ _as, II ....I:I ,III :III:: III III::III IIL...::III-.III, TYP.Noyes 1=I L I,.L.L-;-1 1=III-- III L III ...L.;_ r %rSTRUCTURAL —I III III—� — III ; i���1 i 1=1 11- 1 11 l (—� DWG9.NFORESIZE AND REINF. --1—�I III—I —i I—III—I i I—III—III—III—III I—III—� r Lf 1 =111=1 1==1 III III—ITI=1 1=1 f- TYPICAL Ilr ilr III ul :II III in....� III , I � II 'lu nl T......IA 5 . 0 3 TYPICAL WALL SECTION 2 TYPICAL WALL SECTION TYPICAL WALL SECTION CCPTRIBHT R010 LARLGTTI ARCHITlCTB,P.B. SCALE: 3/4'•1'-0' SCALE, 3/4'•1'-0' SCALE: 3/4'•1'-0' SEE WALL.SECTION 1/A-5p Ill I/A-... FOR TYP NOTES FOR TYP.NOTES SEE WALL SECTION I/A-5.0 _TYP ROOF CONSTRUCTION i7,r n / &L`rah lal. m FOR TYP.NOTES 311 SECTION VA-5.0 FOR TYP.NOTES SIM.TOO P.T.2X8 PLATE BOLT TO CMU PER STRUCTURAL CARLETTi ARCHITECTS P.S. 0 TYP.ROOF CONSTRUCTION wd%Mmre&pbnrft See SECTION I/A.5.0 FOR TYP.NOTES 116 EAST FIR STREET SUITE A SEE WALL SECTION 2/A-5.0 'xl'HSS STEEL BEAM BRACKET i FOR TYP.NOTES 6 MOUNT VERNON. WA. 98273 SEE STRUCTURAL FOR ATTACHMENT POWDER COAT Phone: (3601 424-0394 Fax: (360) 424-5726 C MITI ............ TI TE S A 6'DIA.STEEL PIPE COLUMN A r ...... BRACKET POWER DOAT PIPE.BRACKET TYP.FRAMED WALL CONSTRUCTION 1 1 \_ GWb LEVEL 4 FINISH 9 EP WALLAND BOLTS SEE STRUCTURAL FOR SECTION I/A-5.0 ATTACHMENT DETAILS ........... PRIl BEYOND METAL SOFFIT LINER PANELS FOR TYP.NOTES INSTALLED OVER HAT CHANNEL i 0 24'O.C. .......... A NEW FIRE STATION FOR: CITY OF ARLINGTON STATION #48 ARLINGTON, WA 98223 < COVERED ENTRY AREA CONSTRUCTION rS_� TYPICAL 12'WALL CONSTRUCTION 24GA.GAILY.KYNAR FINISH _84 12'STRUCTURAL CMU WALL GROUND FACE SIDEMOUNT TROLLEY OPERATOR CONTACT: STANDING SEAM METAL ROOF SOLID GROUT W1 WR GRACE DRY BLOCK PROVIDE BLOCKING 9 PAUL ELLIS ICE&WATER SHIELD 0/ AND MORTAR AND ATTACH PER TYP FRAMED WALL CONSTRUCTION ROOF SHEATHING See STRUCTURAL 0/ SEE STRUCTURAL FOR REINFORCEMENT MANUFACTURER'S RECOMMENDATIONS SEE WALL SECTION I/A-5.0 CAPITAL PROJECTS MANAGER PRE MANUF.ROOF TRUSSES 0 24'OZ. SEAL W1 121 COATS SELAeR FOR TYP.NOTE S s F PANELS 01 2X6 C 360-403-4605 CLEAR T&G CEDAR CLEAR SEALER I GROUND FACE CMU BOND BEAM PER STRUCTURAL 0 OLID RIM JOIST AROUND PERIMETER B.O.Cl i"',e-ns"�iTTV�5 ON TYP.2ND FLR.CONSTRUCTION T&G PLYWOOD GLUE/SCREW 0/ FOR TYP.NOTES TJVS SEE STRCTURAL GWB LEVEL 4 FINISH > PRIME&PAINT A le.2 18-261 yv S.TOO................................. ['KUJrU I NUN=N: v v A A 'EDGE FLASHING AND'L' 7 FLASHING 0�.OR TO MATCH REVISIONS: p ....................... ........................................................... . ............... METAL WA4l 5/29/20 PERMIT SUBMITTAL 2'CONT.SCREENED VENT T 7/8/20 BID SET CUT CMU VENEER TIGHT TO FIT W/— GAP PLACE MORTAR ................ ............................................... ........... ............ ....... .................................. ............. ............ < COVERED ENTRY WALL CONSTRUCTION 8'MASONRY VENEER W/ 1. .........................WR GRACE DRY BLOCK&MORTAR ............................. ................................ ------------ .................. ATTACH W1 METAL WALL TIES 0 24'O.C. V AIRSPACE ----------- ..................... TYVVK COMMERICAL BUILDING WRAP SYSTEM ................................. ........................... ................................. ..................... .................................. PLYWOOD WALL SHEATHING 2X6 STUDS 0 le'O.C. III R 21 BATT INSULATION ............. ......... ........ ........................ ........ 0 GW5 LEVEL 4 FINISH PRIME/PAINT VAPOR BARRIER ........................................ ............................... ............ ............................. ...... ..................... .. ............ ........................... ...................................... T YP MASONRY WALL CONSTRUCTION ......... ............... .......................... SHEET TITLE: ................ .......... ................. ............................................................... .............. ........... See WALL SECTION 2/A-5.0 FOR TYP.NOTE S WALL SECTIONS ............................................ ................................. ..................................... ................... ...................................... .............. .................................... .... ......................T ......................... . ............... ..... ............................................ ................... ............ ....................... ............. ........... ............ OVHD DOOR PER .................... ...............................I SCHEDULE ........................... .......... ..........i....................... . .............. .................. 7 T SLAB CONSTRUCTION NSTRUCTION Na E WALL SE SEE WALL SECTION I/A.5 ✓ .0 WALL 9 CTIO I/A.5.0, CTION 1/A-5.0 ISE i I TYPICAL APPARATUS BAY YPIAL A 1, TYPICAL.....PPARATUS BAY .............. .............. 1 11 ................. I L SLAB CO SLAB CO AL Pl TYP.NOTES FOR TYP.Noles ............... ..............FOR TYP;WTES SLOPE SLAB SLOPE APPARATUS APRON AWAY FROM BLDG. -11,.. .... AWAY FROM BLDG.SEE CIVIL' T ................... ........... ............................................ SLOPE SIDEWALK Tp DRAIN li AWAY FROM BLDG.�EE CIVIL 117 FINISH FLOOR Pic • s I _L J PROJECT IS 0 Jil �L_ -0-. t,-- Pic s k"t", DRAWN B to 6'PVC TIGHTLI"t Pic DOWN SPOUTS See 4 CHECKED BY; SEE WALL SECTION DWGS FOR LOCATIO 1/A�5]0 FOR TYP 6'PERFORATED FOOT _t FEBRURAY 26, 2020 NOTES �.7 TO APPOROVED OUTF DATE i le I WITH FILTER FABRIC W FREE DRAIN MATERIAl S\AR C H\1 8\D RAW I N G S\1 8-2 61 CONTINUOUS ONCRe E H� COMPUTER FILE NAME . . ........ 1.4 4A. FOOTING St STRUCTURAL 47 F5.191 a. III 4 FOR DWGS.I I AND ReINf .... ....... TYPICAL .......... 7 K., IIITYPICAL WALL SECTION A ^ 5 . 1 TYPICAL WALL SECTION 4 TYPICAL WALL SECTION COPYRIGHT 2020 CARl ARCHITECTS.P.S. SCALE: 3/4'4-10' �j rro ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS " REFERENCE CHAPTER 61-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE CARLETTI ARCHITECTS P.S. LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. •r'dYwfuro& plenrift CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE 116 EAST FIR STREET FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE SEAL. SUITE A INSTALL CLO GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS MOUNT VERNON, WA. 98273 WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL PRIOR TO ANY WALL GWB INSTALLATION. Phone: 360 1 424-0394 Fax: 360) 424-5726 PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR LEAKAGE SEAL. PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR •+s• E STEREO PROPER AIR LEAKAGE SEAL. 17CT TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS,MECHANICAL AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE PETER TRAININGWITH ALL SUB TRADES. STATE VENTED BLOCKING SEE WALL SECTION 8/5.2 WMINCTON (312'DIA SCREENED FOR TYP.NOTES SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE VENT HOLES EA.SPACE INSULATION BAFFLE REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND EXHAUST MEET ALL APPLICABLE CODES. 2X10 CEDAR FACIA 2XG BLOCKING TYP. PRIME a PAINT ANEW FIRE STATION FOR: CITY OF ARLINGTON 10 2'VENT GAP FOR INSULATION STATION #48 24 GA.GALV.KYNAR FINISH A-6.2 INSTALL BAFFLES AS ARLINGTON. WA 98223 FLASHING ATTACH TO — — REQUIRED TO KEEP GAP CONT.CLEAT BEND BACK DOW< COVERED ENTRY AREA CONST ONTO METAL ROOF PANELS I TYP.OFFICES/SLEEP 0 S 24GA.GALV,KYNAR FINISH 240A.GALV.KYNAR FINISH STANDING SEAM METAL ROOF PANELS 0/ STANDING SEAM METAL ROOF PANELS 0/ ICE A WATER SHIELD 0/ i --- ICE 6 WATER SHIELD 0/ ROOF SHEATHING SEE STRUCTURAL 0/ - ROOF SHEATHING SEE STRUCTURAL 0/ PRE-MANUF.ROOF TRUSSES•24'O.C. ,- CONTACT: PRE•MANUF.ROOF TRUSSES!24'O.C. 2X8 CLEAR T8G CEDAR \� PAUL ELLIS METAL SOFFIT LINER PANELS V �11 \/. / R-40 BATT INSULATION IN CLEAR SEALER A r'-FOIL HANGARS CAPITAL PROJECTS MANAGER INSTALL VAPOR BARRIER RUN INSULATION UP HEEL END - 360-403-4603 LAP 8 TAPE SEAMS VENTED BLOCKING OF TRUSS TYP. 15)2-DIA SCREENED PRE-MANUF.HEEL END TRUSSES•24'O.C. BELOW INSULATION TYP. EXTEND TOP CHORDS TYP. ALL ATTIC SPACES VENT HOLES EA.SPACE A ACOUSTICAL CEILING SYSTEM U.N.O. /l >< 18 ;,, ... ,_ ... A-8.2 8'ALUM.'K' ^\ GUTTER CONT. I 3 UN B 8 S o\ R GWB INSULATION TION 2X10 CEDAR FACIA •6'3 TO TOP OP PLATE TYP. PRIME/PAINT EXTEND PP.SIM.TO -"� PAST GUTTERS TYP.TO PLATE PLA — �""` ' - > \ / r / 2'POLYISO RIGID INSUL, 18-261 1 TYP.!HEADERS 2'CONT\ / 2'CONT.SCREENED VENT r SCREENEDVENT., ,l, REVISIONS: I\ 4111, 10 1 1 5/20/20 PERMIT SUBMITTAL A'6.1 / METAL SOFFIT LINER MONO TRUSSES INSTALL W/HANGARS �i - 1 II/ RUN SHEATHING TO TOP OF PLATE TYP. 0 PLAT ACP CEILING f �' PANEL W/2'CONT. 13 � �� 7/8/20 6ID SET STRIP VENT TYP. /I. GWB HEAD AND JAMB TYP. ''l.. TO 1011 4 1 e 0 OVERHANGS PRIME PAINT A-8.1 GG {{{ 8X12 HSS BEAM GALV. i 6 8 A•6.1 3x4'SMOOTH ALUMINUM NAIL FLANGE ALUM.WINDOW DARK BRONZE A-6.1 DOWNSPOUT CONNECT TO COLOR TYP. TIGHTLINE TO STORM SEWER SYSTEM EXPOSED STEEL 5X5 HSS GALV. 2 9 PER STRUCTURAL PRIME/PAINT 2 A-8.t A-6.1 1x_wood SILL a SHEET TITLE: .APRON 8 GROUND FACE CMU SILL LEDGER CLEAR' LACQUER FINISH I ( I WALL SECTIONS I TYP.LOWER WALL CONST.•TRAINING RM. \ COVERED ENTRY WALL CONSTRUCTION 8' VENEER 24 GA.GALV.KYNAR FINISH METAL WALL PANELS 0/ TYPICALO TYPICAL �rFICE/LIVINGWRMGRACE DRY BLOCK/&MORTAR TYVEK COMMERCIAL WRAP SYSTEM 0/ SLAB CONSTRUCTION SLAB CONSTRUCTION ATTACH W/METAL WALL TIES 0 24'O.C. YPICAL Of'[-ICL/LIVTNG SLAB CONSTRUCTION PLYWOOD SHEATHING SEE STRUCTURAL SEE WALL SECTION 7/A•5.2 SEE WALL SECTION 7/A-52 1'AIRSPACE _CONCRETE SLAB [SEE STRUCT.FOR REINFORCINGI W/ 2X8 STUDS o 16'O.C. RAISED CONC.PLINTH FOR TYP.NOTES FOR TYP.NOTES ARCHITECTURAL CONCRETE TYVEK COMMERICAL BUILDING WRAP SYSTEM !_CONT.REBAR _O.C.EACH DIRECTION(SEE STRUCT) R-21 GATT INSULATION PLYWOOD ALL SHEATHING 15 MIL.Y.B.LAP AND TAPE ALL SEAMS 0 VAPOR BARRIER TYP.LOWER WALL CONST. SACK AS REQUIRED 2'PLYW W6'CAPILLARY BREAK PER GEOTECH REPORT 0/ GWB LEVEL 4 FINISH PRIME/PAINT E WALL SECTI N 7/A-5.2 CHAMFER ALL EDGES 2X6 STUDS m 18'O.C. R•21 GATT INSULATION MIN.12'COMPACTED STRUCT.FILL FOR TYP.NOTES VAPOR BARRIER PER OEOTECHNICAL REPORT 0/ GWB LEVEL 4 FINISH PRIME/PAINT r� COMPACTED EARTHWORK : �.e t Pic :".:. .. 1 ;_ : a n °. r.°::u;! --n,,C !`rc', ... ",.,.,. .; .:}:�: ` - —III= Ii,=CI I =1 fir:. t. arS r .. e - .. S.r.' •.��''.. /"4 ,::I,i,. .."'1 .� • .:_ . .-° �..- ... � ..•l.. ,ry{,a ,• • 'li.... I I,L.": I..I I..::'. IW I .., I':F:: '� ;. h�.?., P .: �::�� y�, ,�,�. PROJECT ARCHITECT: •...,f�;c-^ I, ,t .� t r,, •w.,� ',is'�� �7sp y�-•" ., ,,I .:,•41� �„� �-=.;`;� is y '�.r '°" :.YS ,.yc °,ty• -,y�,F.,�: +��,,,, Pic ,T'"v {k� C �'?{"rd r „• ra~ 1;"}''. .' :.,'�;a C .. "y.•3•, p^ +"%:,..5. a 41, „. .k '#". +f.'". A ,,I,� c✓„p.-r',a J�,�c, 4. �,. DRAWN BY: 1. C c i ,3 4 s • I �� y � s r : —•� 5 t J• ' i` Pic r ":� �-3+� ,t,•`�`. ' t's, •.. �. '° _ ,. 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DRIP PLASHING ', vdliaoturs&plane i -� ..... .. 24 GA.GALV.KYNAR FINISH FLASHING BEND DOWN 116 EAST FIR STREET 1 AND ONTO METAL ROOF PANELS FLASHING ATTACH TO CONT.CLEAT BEND BACK DOWN SUITE A f ,� _ _....... AND ONTO METAL ROOF PANELS MOUNT VERNON. WA. 98273 4 Phone: 13601 424-0394 FROM 2x8 P.T. 8.4 CONSTRUCTION Fax: I360I 424-5726 2-HOUR FIRE BARRIE ____-" """""—" SEE 1/A-5.0 FROM SLAB TO UNDERSIDE j 2X4 P.T. 7 OF ROOF DECK CUT TIGHT a _ SEE 9/A-5.2 2X10 CEDAR PAC[A III e�29 TO FIT AROUND ROOF FRMG. � ' ' FOR TYP.NOTES PRIME/PNT. , MEMBERS FIRE CAULK '? AS REQ'D. -- y�^� ,z PLATE r h I k V PLC i� J�,, r; iw ` `r J STALE WASHIN(iTON ,l ;t r Y I METAL SOFFIT ANEW F.R. S ATION FOR: =, LINER PANELS CITY OF PR_\GTON ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS VSTATION #48 HOLD USES BACK FROM b REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR To WALL F RAMING TO ALLOW FOR ARLINGTON, WA 98223 VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE GWB I0 SLIDE PAST TO MNINTAIN f6 LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. 2-HOUR FIRE BARRIER RATING EXTEND TOP CHORD OP TJL'S TYP. CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE of PLATES TO ENSURE :I 2X_RAKE EXTENSIONS 1 FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE TYP.SEE STRUCTURAL SEAL. TJL'S EXPOSED PRIME/PAINT CONTACT: INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS PAUL ELLIS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL :.I CAPITAL PROJECTS MANAGER PRIOR TO ANY WALL GWB INSTALLATION. '. 360-403-4603 PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR -'`1WALL CONSTRUCTION LEAKAGE SEAL. a SEE WALL SECTION VA-5.0 PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR ! FOR TYP.NOTES PROPER AIR LEAKAGE SEAL. TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE WITH ALL SUB TRADES. SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE ! REFERENCES. ENSURE ALL PENETRATIONS,FENESTRATION,AIR INTAKES AND EXHAUST MEET ALL APPLICABLE CODES. 1 I r ACP CELL NG j 18-261 � i A-6.2 r— � I 1 FIRE BLO KING ! TO.CMU REVISIONS: MAX.10'-0 D.C. 20 5 29 i I / / PERMIT SUBMITTAL 1 .<I 7/8/20 BID SET d - FIRE BARRIE WALL 1 (2)LAY RS "X'GW i 2X8 S DS 0 16'O.0 R-21 B T INSULATI N TYP MASONRY WALL CONSTRUCTION - 12)LAY RS i''X,GW SEE WALL SECTION 4/A-51 FOR TYP.NOTES SHEET TITLE: C j 1 WALL SECTIONS r 1 i 'I. TYPICAL A PARATUS DAl TYPICAL 0 FiCE I I I G SLAB lONSTR6CTlI \ - TYPICAL APPARATUS SAY SLAB CONSTRUCTION SEE WALL SECTION 7/A•5.2 1 SLAB CONSTRUCTION SEE WALL SECTION 1/A-5.0 I ! FOR TYP.NOTES '1 SEE WALL SECTION 1/A-5.0 FOR TYP.NOTES ..j \ FOR TYP.NOTES I \ � FINISH FLOOR SLOPE TO DRAIN d Pic PROJECT ARCHITECT -7-7�\ 3 Pic n DRAWN BY, O PJC CHECKED BY: O FEBRURAY 28, 2020 ,. ,. ':v"`..3 tip. DATE S\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME , 11 A � 5 - 3 11 TYPICAL WALL S E C T I O N 1 TYPICAL WALL SECTION COPYRIGHT 2020 CAR-TTI ARCHITECTS.P.S. J SCALE: 3/4'=1'-0' v J SCALE: 3/4'=1'-O' SLOPED CONC. INSULATE W/VINLY 5'DIA.SCHED.40 SCRIM PAPER GALV.PIPE FILL W/ CONC.(PAINT FINISHI SLOPE ( �\ \ —ND KICKERS 0 5'0'O.C. I RUBBER BAT VT tf.\ .,, 'RAMS:TO STRUC URE ABOVE N PREMOLDED > %y SEE WALL TYPES EXPANSION JOINT FILLER ALUMINUM METAL AN �,„/� ) r ASPHALT OR CONCRETE �... , SEE crvtL OW , CARLETTI ARCHITECTS P.S. 0 R 1 BATT INSULATION EAST- - 0 24 O C � 1 .. ..: - z.. ---_`_-`-- RAMSET ANCHOR ' _\ o/PARTITION 2 FT EACH WAY _ OR A.B.PER STRUCT. 116 EA STREET -''"\ SUITE A O CE r ILING RUNNER W/A.C.P. ,-- MOUNT VERNON. WA. 98273 CC) COMPACTED CRUSHED FASTEN RUNNER TO PARTITION BASE 8 FINISH ROCK - PROVIDE ACOUSTICAL SEALANT PER SCHEDULE Phone: �360} 424-0394 CONCRETE SLAB i AT ALL GAPS BETWEEN CLG )) CONCRETE PER STRUCTURAL 8 PARTITION Fox: 360 A21-5726 NOTE: 5/8'GWB BOTH SIDES d- SEE PLAN FOR - M SOME CONDITIONS 1—�1- ------ LOCATION OF 6129 BOLLARDS SEE WALL TYPES E STERED ITECT 19 BOLLARD DETAIL 18 TRANSITION LVT TO PARTITION HEAD PARTITION k3ASE PETER SCALE: 3'=1'-0' 7 STA. WA.1N.T. SCALE: 1'=1'-0' �U��E� MATS GYM SCALE: 3•=r-o• �6 SCALE: 3'=1'-0' 1 A NEW FIRE STATION FOR: —3/8'TYPE X GYPSUM BOARD 0/ CITY OF ARLINGTON VAPOR BARRIER 0/ STATION #48 2x6 WOOD STUDS 0 16'O.C. ARLINGTON, WA 98223 R-21 BATT INSULATION + 8'CMU SOLID GROUT PRIME/PNT. yr i OUTSIDE-" ROOM - 01 6/8'TYPE X GYPSUM BOARD 5 BP TYPE X GYPSUM BOARD 0/ _ CONTACT: ' ' S/8'TYPE X GYPSUM BOARD 0/2X6 WOOD STUDS 0 16'O.C. :.. 12 0/2X4 WOOD STUDS 0 16'O.C. W/Rfl SOUND BATT INSULATION 2X4 WOOD STUDS a 18'O.C.W/Rfl PAUL ELLIS _ SOUND BATT INSULATION W/ W/1/2'PLYWOOD PRIME/PNT. W/5/8'TYPE X GYPSUM BOARD.PNT. 5/8'TYPE X GYPSUM BOARD CAPITAL PROJECTS MANAGER FINISHED ROOM LEVEL 4 FINISH PRIME/PNT. OPPOSITE SIDE SEE STRUCTURAL DWGS. FOR 360-403-4603 -- -- -. (FRP TO 8'-0' ._ DECON/BUNKER ROOM PLYWOOD SHEAR WALL LOCATIONS A.F.F.AT APP BAY DR HALLS IN APP BAY( ON ALL WALL TYPES TYP. J 4 _ v 14 15 NOTE:6-5/4'WIDE 11 CONC.CURB it I v 55 WALL TYPE 14 WALL TYPE 12 WALL TYPE �� WALL TYPE SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' 18 261 SEE DETAIL 8 ON SHEET A-6.3 SEE DETAIL 8 ON SHEET A-6.3 1. TILE GOES FULL HEIGHT 0 1. TILE GOES FULL HEIGHT 0 SHOWER STALLS SHOWER STALLS 2. PROVIDE SCHULER STRIP 0 TILE 2. PROVIDE SCHULER STRIP 0 TILE EVISIONS: TO WALL TRANSITION TO WALL TRANSITION 5/29/20 PERMIT SUBMITTAL - - NOTE:GREEN BOARD PNT " '' NOTE:GREEN BOARD PNT 7/8/20 BID SET ABOVE TILE ......... .... ...... -- ( ,,� .: / ,. �' ABOVE TILE � I _ i 5/8'PLYWOOD 0/ FRP 0/ " FRP O/ � i I TILE WAINSCOT 0/ WOOD STUDS 0 16'O.C. 5/8'TYPE X GYPSUM BOARD 0/ ," ` 5/8'TYPE X GYPSUM BOARD 0/ + i �- TILE WAINSCOT 0/ BACKER BOARD 0/ 6/8'TYPE X GYPSUM BOARD - 2X4WOOD STUDS 0 16'O.C. 2X4 WOOD STUDS 0 16'O.C.W/R11 1/2'RC CHANNEL 0/ I '' i 5/8'BACKER BOARD 0/ W/ TYPE TO 8'-0'0.F.F.6 8'CMU SOLID GROUT PRIME/PNT. SOUND BATT INSULATION W/ 1/2'SHEATHING 0/ i i 1/2'RC CHANNEL 0/ LEVEL 4 FINISH PRIME/PAINT ABOVE - 5/8'TYPE X GYPSUM BOARD 2X6 WOOD STUDS 0 16'O.C.W/R11 2X8 WOOD STUDS 0 18'O.C.W/ LEVEL 4 FINISH PRIME/PNT. SOUND GATT INSULATION W/ -- R11 SOUND BATT INSULATION W/ 5/8'TYPE X GYPSUM BOARD PNT. I I 1/2'RC CHANNEL W/ APP BAY -- ROOM APP BAY DECON FINISHED DECON _ `-� TILE WAINSCOT 0/ INTERIORS HEATED ROOM - BUNKER ROOM 5/8'BACKER BOARD OPPOSITE SIDE G LJ \ f 8 ...---._ I T .. ......... 1........._I ......... NOTE:6.3/4'WIDE NOTE:4-1/8'WIDE NOTE:4-1/8'WIDE CONC. v SHEET TITLE: CONC.CURB CONC.CURB CURB DETAILS 10 WALL TYPE 9 WALL TYPE 8 WALL TYPE � WALL TYPE 6 WALL TYPE SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' 1. TILE GOES FULL HEIGHT 0 1. TILE GOES FULL HEIGHT 0 SHOWER STALLS SHOWER STALLS 2. PROVIDE SCHULER STRIP 0 TILE 2. PROVIDE SCHULER STRIP 0 TILE '.. TO WALL TRANSITION TO WALL TRANSITION NOTE:WALL.INSULATION. ._. ............... .- .......... _. .. HAT CHANNEL.AND OWB , 'L-�� NOTE:GREEN BOARD PNT ,.- NOTE:GREEN BOARD PNT TO BE FRAMED FULL ABOVE TILE TYP. i ABOVE TILE TYP. r - i HEIGHT TO B.O.ROOF i----------^ .. ( i,. ~ TRUSSES I / / ... Pic �i 5/8'TYPE X GYPSUM BOARD 0/ % �..� - SB'TYPE X GYPSUM BOARD _! PROJECT ARCHITECT: 1/2'RC CHANNEL TAG SIDE ONLY 0/ `` TILE WAINSCOT 0/5/8' '" 1 �.,_.�.-- +, W/t PLYWOOD PER STRUCTURAL TILE WAINSCOT 0/5/8' 2X4 WOOD STUDS 0 18'O.C.W/ � � � BACKER BOARD 0/ -- `' i BACKER BOARD 0/ .: LE - 'V� 0/82X4 WOOD STUDS 0'TYPE X GYPSUM �8R O.C. PJC '' „ '� I 0/2X6 WOOL STUDS 16'O.C.W/ W/R11 SOUND BATT INSULATION k- i 1/2'RC CHANNEL W/ '"'� "��� H R11 SOUND GATT INSULATION W/ I 2X RC CHANNEL W/ OD DS DRAWN BY: I R21 SOUND GATT INSULATION ,W/5/8'TYPE X GYPSUM BOARD PNT. � 5/8'TYPE X GYPSUM BOARD PNT. -- `�� I 2X4 WOOD STUDS 0 16'O.C.W/ -� _ I 2X8 WOOD STUDS a 18'O.C.W/ - - '��" I ------------i I R11 SOUND BATT INSULATION W/ "` --! i R11 SOUND BATT INSULATION W/ \ -' W/�'TYPE X GYPSUM BOARD Pic TYPE X GYPSUM BOARD PNT. - I 5/8'TYPE X GYPSUM BOARD PNT. CHECKED BY: J MAY 18, 2020 D ATE .. _----- _. Y 6\:ARCH\18-261 DETAILS � u COMPUTER FILE NAME A � 6 . 0 WALL TYPE WALL TYPE /^y �WA LL TYPE WALL TYPE WALL TYPE CAfYRIOHT 2019 CARLGTTI ARCHITCCT9.PS. SCALE: 3'=1'-0' `� SCALE: 3'=1'-0' SCALE: 3'=1'-0' GENERAL NOTES: 1. SEAL ALL TYVEK.JOINTS AND PENETRATIONS WITH APPROVED TAPE. TYPICAL WALL (ex.DUPONT CONTRACTOR TAPE). SIDING DOOR PER SCHEDULE -..... ... ......,.............. .�................ .-.__. ----- _.-.... 2. FASTEN TYVEK TYVEK COMMERCIAL WRAP TO SHEATHING WITH LARGE HEAD NAILS !" OR USE NAILS WITH LARGE PLASTIC WASHER HCADS.(ax.DUPONT WRAPCAPSI SHEATHING(PER STRUCTI - 3. ALL SIDES WINDOWS JAMBS SILLS AND HEADS TO RECEIVE FLEXWRAP WOOD STUDS INSTALLED PER MANUFACTURERS INSTRUCTION. BATT INSULATION STOREFRONT WINDOW-------__ r 4. ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS VAPOR RETARDER ;' I PROVIDE MANUFACTURER'S DETAILS TO BUILDING INSPECTOR AT TIME OF GYPSUM BOARD - -� WESTHERIZATION INSPECTION. SHIM SPACE \ - .... OFFSET SADDLE LAP AND TAPE TYVEK - THRESHOLD p��A AT JOINTS '� s. RL ETTI ARCHITECTS C J RESHOL X3W0 BOTH SIDES �j�FT - SET INTO9EALANTO ardipee¢un&plenNrg h� SEAL RUN LONG PAST JAM BUTTON CAP STAPLE 116 EAST FIR STREET FASTEN TYVEK.FLEXWRAP^� 4N. � FASTENERS TYPICAL _ SUITE A ` ate' PER MANUFACTURERS = 4 z CONC FOUNDATION DIRECTION BOTH SIDES ,z I STOREFRONT WINDOW . """" MOUNT VERNON. WA. 9827: CORNER USING MECHANICAL 1� r ' INSTALL TYVEKn FLEXWRAP �, ,/��-� ^ - Phone: I`3601 424-0394 AROUND PERIMETER OF OPENI 'f} j---1/2'COMPRESSIBLE FOX: 1360J 424-5726 SHIM SPACE O' 0 11 - JOINT FILLER W/ .; �`------ 1Q---.----- -------- ELASTOMERIC SEALANT 6429 E STERED CONC SLAB ITECT '. SLOPE C1/8'/FT, (�17ILNDOW DOOR WALL. WRAP DETAIL 18 STOREFRONT INT. SILL 17 STOREFRONT INT. HEAD EXT. THRESHOLD n� NA9INGTON SCALE: N.T.S. SCALE: 3'=1'-0' SCALE: 3'=1'-0' 1 6 SEE 19/A-6.1 SCALE: 3'=1'-O' METAL CLOSURE TRIM STRAIGHTFLASH VF TO CONT.VAPOR - ---_---- -- ---- a r.-."' ----- 24 GA.GALV.KYNAR FINISH SEALTYVEK AND FRAME BARRIER METAL WALL PANELS A NEW FIRE STATION FOR: " METAL WALL l_ CITY OF ARLINGTON WO STUD WALL PER 1 l- WALL TYPES CMU (....L. PANELS BACKER ROD/SEALANT STATION #48 WD STUD WALL PER VENEER ` l"L 1/2'PLYWOOD W/ r ARLINGTON, WA 98223 JeK R-11 SOUND BATTS \`" WALL TYPES V AIR ' TYVEK COMMERCIAL "....r El � — SPACE , R-10 RIGID WRAP SYSTEM PM M /PAIAT FIL EINSUL.FOAM STEM RI E/ N RAMR-11 SOUND BATTS IN LATION W/ TOM USING SHEATHING i - INSHEADER9 STRAIIGHT FLASH L TYVEK COM ! WRAP6/8'TYPE'X'GWB VOIDBOTH SIDES. AL WRAP TYVEK COMMERCI R-INSULA10 RINGID DETAIL 10/A-8.1 2 X 8 i - -- CONTACT: HOLLOW METAL DOOR . IN WEEPS m 24'O.C. -"- CONT. FRAMINGHEADER V01 1/2'SHEATHING PAUL ELLIS FRAME PRIME/PNT. _ 4 X 4 X 1/2 " VAPOR ;`.- f ". s' HEADER PER STRUCTURAL CAPITAL PROJECTS MANAG GALV.STEEL ANGLE PNT. BARRIER ...... ........I -- PERM-A-BARRIER 360-403-4603 r ANCHORING - 5/8'GWB W/V.B.PNT. FLASHING W/END DAMS EXTEND z UP WALL MIN.0'LAP BLDG. PER STUCTURAL �!, SEAL TYVEK STRAIGHTFLASH DOOR PER ••;:' `�! t r ri VF TO EXTERIOR SHEATHING DOOR SCHEDULE PNT. PAPER MIN 6'0/FLASHING E I HOLLOW METAL DOOR SEALANT W/WEEP GWB PAINT TYP. /' � -"""""""""' AND DOOR FRAME FRAME PER SCHEDULE TUBES MTL FLASHING ' M 1 • 5/8'TYPE'X'GWB DOOR PER SCHEDULE I ---_"--" SEALANT BOTH SIDES. WINDOW PER SCHEDULE ' BATT INSUL CONT.VAPOR '----- "_i-----` 5/8'GWB BARRIER HM DOOR AND FRAME W/V.B.PNT. PER SCHEDULE FILL W/INSUL.FOAM INTERIOR H.M.D. JAMB INTERIOR H.M.D. HEAD BRICK WDO HEAD n EXT. HMF JAMB EXT. HMF HEAD 15 SCALE: 3'=1'-0' 1 SCALE: 3'=1'-0' 1 SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' 12 SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0 11 SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-O' 18-261 TURN UP TYVEK FLEXWRAP METAL WALL PANELS vj BATT INSULATION MTL SIDING AND ADHERE TO WOOD TYVEK COMMERCIAL WRAP SYSTEM 5/4 WD SILL W/ix3 APRON CMU W/MIL VAPOR �. SILL PLATE ---- -y'-- ---- SEALER TYP. REVISIONS: BARRIER 1/2'SHEATHING 5/8'GWB V.B.PNT. coNr.vAPOR SEALANT d BACKER 5/29/20 PERMIT SUBMITT SEAL TYVEK FLEXWRAP BARRIER FIRE ROD TYP.I IF WALL IS TYVEK COMMERCIAL 1X_WD SILL TO TYVEK SEALANT RATED USE FIRE-RATED �.. � 7/8/20 BID SET 2X6 FRAMING W/ WRAP ...... _ ..... -CAULK CONC.SLAB SAWCUT JOINT PER PLAN - BATT INSUL. 1%9 APRON """ 1 _ BACKER ROD ALUM.NAIL R RMED ER P EFO RUBB , 1 AND SEALANT t .�� CONTROL JOINT FILL BACK OF I / MTL'L'FLASHING I I\ HEADER W/R-10 - FLANGE WINDOW INSUL.PER CODE TYVEK STRAIGHTFLASH 2 X 8 FRAMING J '�, COMPRESSIBLE VF / t - Z JOINT FILLER W/ }'• �- 'C'CLOSURE B.R.ROD AND S ALA T CONT.VAPOR SEAL BOTTOM USING BATT INSUL. r f BARRIER I t NEOPRENE CLOSURE j / ------- STRAIGHTFLASH �!:u 3'TYVEK TAPE t -� 1/2'SHEATHING li ;,r VP TO SEAL TO 1/2'SHEATHING W/ W/TYVEK """"" _ € TYVEK AND L_ MTL L TRIM ATTACHED - ,�/ TYVEK COMMERCIAL COMMERCIAL WRAP WINDOW FRAME r 5/8'GWB HEAD d z W/GASKETED SCREWS CONT.VAPOR JAMB W/J TRACK. -i BARRIER \,-,. , WRAP SYSTEM s - •48'O.C. f r' CORNER BEAD d BACKER ROD AND SEALANT SEALANT,TYP. -- - _, --•- ,�= j� MTL L FLASHING MTL TRIM NOTE: MAX.SPACING OF CONTROL FLASHING JOINTS 0 32'-0'O.C.IL•2XH) GWB —� BATT INSULATION 1 TO MATCH SHEET TITLE: BEYOND .` TOREFRONT WINDOW ? v—�� EXISTING MTL WALL PANELS NEOPRENE CLOSURE DETAILS / .... .......- -. .._...... SET IN SEALANT 10 YSEE D�AoI 9/A 6.7 FOR ,g@ METAL WIND 0 W SILL @MTL g A E De IL s/AAI,iLFOFLANGE SCALE; JAMB 7 CMU EXPANSION SCALE: AJOINT o 6 SAW CUT SLAB SCALE. 1-1/2=r-o' SCALE: 3'=1'-0' g SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' WINDOW PER r, SEALANT SCHEDULE CONT.VAPOR BARRIER BATT CMU BACKER ROD d 1'-2$ INSULATION SEALANT --- ---X VERIFY W/DOOR MANUF.ADJUST 1X_MDF SILL SEALANT 5/8'TYPE'%'GWB AS REQ'D TYP.PNT *---------- 8'CMU SILL 5/4 WD - GALVANIZED.PAINTED'C'CHANNEL —' CAP SILL W/10 0/CONC.TILT WALL BEYOND -` —CLEAR SEALER APRON 1X3 MDF APRON CMU INSULATED OVERHEAD DOOR TYP.PNT s' "�- - CORNER BEAD ITYPI - --- !, MANUF./SUPPLIER W/DOOR BARRIER v SEALANT ITY I PROJECT ARCHITECT. ER)TYP t _ -> ASPHALT PAVING PER CONT. SHINO RR �-""._ (( J)f t+r ) RUNNER T P) VERIFY TOLERANCE W/ J Pic PER �- 2'%2'XY�GALV.STL ANGLE CO ( SHIM AS REQ'D ITYPI CIVIL MATCH EDGE TO START .'FROM 1, RECESSE SLAB ON 13I SIDES,SET FLUSH TO r/ I Pic . ................. CONC SLAB R DRAWN BY. FACE OF VENEE ` ° I�r �/ ' SCHEDULE ER - • ! ? ---- 1/2'SHEATHING Pic RUN TO WALL. ' '`� BACKER ROD d UP WALL OVER TOP SEALANT WELDED NELSON STUD ON BACK PLATE DOWN 1'TYP I `JII OF ANGLE �' -- STRAIGHTFLASH VP TO CHECKED BY: ACH WND.W/END l- _-- SLOP AlSI OPF - „ ' ---- ------ SEAL TO TYVEK AND DAMS AND WEEPS `. WINDOW FRAME MAY 18, 2020 DOOR AND FRAME PER -----1---2 --- BACKER ROD d DATE DOOR SCHEDULE W/DOOR MANUF CAP FLASHING IN '7 / SEALANT ITYPI ADJUST AS REQ'D - .a`�' BED OF SEALANT TYVEK COMMERCIAL WRAP 5\:ARCH\18-261 DETAILS PUNCH AND DIMPLE FRAME �I COMPUTER FILE NAME ATTACH W/EPDXY ANCHORS DOOR AND FRAME P FOAM INSULATION MANUF.RVIDEVNDATI CONC.SLAB ON GROUND FACE CMU OR WIRE TIPS FILL HOLES W/ DOOR SCHEDULE ':f 4'HEAD-OCMU CA _ n HOLLOW MTL. FRAME OPENINGS ONLY 12' - GRADE SEE STRUCT. NOTE:PROVIDE VENEER TIE'�P€R RONDO PRIME/PAINT r NOTE:PROVIDE VENEER TIES PER CMU VENEER ELSEWHERE) SECTION M TYP CMU CAP � C MANUF. RECOMMEND `A/TIONS /� P AIR SPACE EXT. H.M.D. JAMB @CMU EXT. H.M.D. HEAD @CMU 0 V E R H E A D DOOR SILL �SL19/A-6.1 FOR IW.B. SCALE: 3'=1'-0' 1 SE DETAIL,i9D O FOR M� SCALE: 3'=r_0' COPYRIGHT 2010 CARLCTTI ARCHITGCTS.P 5 SCALE: 3'=1'-0' 4 SCALE: 3'=1'-0' 3 SCALE: 1- 0' TYVEK COMMERCIAL WRAP 24 GA.METAL ROOF PANELS 0/ 24 GA METAL ROOF 4'CMU VENEER ICE 6 WATER SHIELD PANELS STANDING SEAM 1'AIR SPACE TYPICAL W RUN DOWN FACIA MIN.2' KYNAR FINISH AINSCOT.ATTACH TO CAULK/SEAL SILL - WALL W/GALV.MASONRY --- EXTENDED " FLASHING 4'MIN SHIELD PLATE TO SLAB TYP. ANCHORS 0 24'D.C. L'CLIP ATTACHED TO WALL TRUSS TAIL - ICE AND WATER IJ/ 2" PROVIDE WEEPS 0 FOR SHROUD ATTACHMENT ONTO ROOF O/PLYWOOD ROOF SHEATHING BE CUT SLAB IBOTTOM COURSE � - ' GASKETED TEK SCREW RUN DOWN RAKE MIN.2' INSULATION TYP. 1 'O.C.TYPICAL - 24 GA MTL FLASHING W/PERM-A-BARRIER PIN SHROUD TO CLIPS W/ i CONT.DRIP KYNAR FINISH WALL FLASHING S.S.FASTNERSRUN UP WALL 8'MIN. 2X8 CEDAR FACIA _ RUN ICE AND WATER 6HEILD RUN THROUGH WALL LIPS/PINS 24'O.C. PNT DOWN FACIA FACE MIN.3' a� CAVITY TO EDGE tf CONTINUOUS �ARLE s F TTI G�aRC911TECT j MORTAR NET IN - (� CLEAT TYP. archicKwre&plennwg B6T70M'24' --KITCHEN HOOD DUCT WRAPPED IN --'- - i _ PEA GRAVEL FIRE TAPE PER MECHNICAL 6'GUTTER - - i 116 EAST FIR STREET METAL"\ • I , 78'O.C. TAINLESS STEEL SHROUD TO WRAP/ PANEL WITH SOFFIT LINER -- i i; 2X10 CEDAR PRIME AND PAINT SUITE A CONCEAL AROUND HOOD DUCT RUN CLOSURE AND VET --'�OWNSPOUT MOUNT VERNON. WA. 98273 FROM HOOD TO CEILING ABOVE AS REQUIRED APPROX.6' TO MATCH GUTTER Phone: (3601 424-0394 2X_OUTRIGGER Fax: 13601 424-5726 ;;. PER STRUCTURAL TIGHT LINE _� -� •a •� LINE OF FASCIA BD. E429 RUN PAST GUTTER E STEREO AS SHOWN TYP. ITECT i FOOTING DRAIN ---- - 20 BRICK VENEER S KITCHEN HOOD SHROUD 18 GUTTER AT FACIA 17 RAKE DETAIL 16 PETER SCALE: 1 1/2'=1'-0' SCALE: 1-1/2'=1'-0' sre r wAwincrox SCALE: 3'=1'-0' SCALE: 3'=1'-0' NEOPRENE CLOSURE ` ' _. .... A NEW FIRE STATION FOR: MTL.WALL PANELS MTL SIDING I / RE-FAB VENT CAP CITY OF ARLINGTON SEE MECH.DWGS METAL TRIM NEOPRENE CLOSURE TYVEK COMMERCIAL 8'CMU PROVIDE CRICKE STATION #48 WRAP i�,< FOR DRAINAGE ARL'NGTON, WA 98223 ..... ,. ( MTL.TRIM --— ........ .y"... .----_. .... i t �- TYVEK STRAIGHTFLASH MTL TRIM 2x6 FRAMING ,�c '-t VF OVER CURB „ ]' TL FLASHING RUN SEAL BOTTOM USINGUP&OVER MECH.FASTNER '� COMMERCIA 9'TYVEK TAPE '�; MTL FLASHING TYP.s VALLEY CO\' ACT: - TYVEK L .WRAP MTL L TRIM ATTACHED i' PAJL ELLIS W/GASKETED SCREWS 3 WD CURBING COORDINATE SIZE 1/2'PLYWOOD - .. ..���... .... .....:... �-�.� •4'D.C. W/MECH.DWGS.MIN 6 CURB CAPITAL PROJECTS MANAGE -- + CEDAR SHIM FORBSLOPE ' E B.R.6 SEALANT 360-403-4603 +'+ 5/8'GWB i "BLO KING BETWEEN TYVEK COMMERCIAL t SHEATHING BACKER ROD i TRUSSE6„TYP. BREAK LINE WRAP j� f,, +r1 '\� 8 SEALANT GATT INSUL STOREFRONT WINDOW " - ` 2x6 FRAMING 24 GA TL. 2x6 FRAMING `; ) OF G TYP. f. M RO , MT 5/8'GWB , + r� ) �f r `. - FLASHING TUCK a i V.B.PNT. l \ r '•. i t '. UNDER MTL SIDING € / ---MTL WALL PANELS -- •--t -- - f R-21 BATT INSUL ' -, 1 �.. _ ✓ ,. I BATT INSUL. / t _........_........... CONT.VAPOR CMU VENEER l.. - k` 5/8'GWB V.B,PNT. NOTE PROVIDE VENEER TIES PER --�,� PLAN CONT.VAPOR BARRIER MANUF.RECOMMENDATIONS I p \ BARRIER PLAN 1'AIR SPACE) /2'SHEATHING SECTION ATT INSUL METAL WALL PANELS METAL WALL PANELS CMU VENEER TO SIDING CMU WINDOW HEAD �-1_ 11 H. CURB 15 E X T. CORNER SCALE: 3'=1'-0' 14 INSIDE CORNER SCALE: 3'=1'-0' 13 SCALE: 3•=1'-0' 12 SCALE: 1-1/2'=1'-O' 18-261 ONT.VAPOR BARRIER r-BATT ISULATION CONT.VAPOR BRICK VENEER ANCHOR TO ,r RE-FAB TRUSSES BARRIER -_.._...- _ ....T...__ WALL PER MANUF. •' dI MTL CORNER REVISIONS: RECOMMENDATIONS BEAD =. 5/29/20 PERMIT SUBMITTP __ TYVEK COMMERCIAL L�- � 2x6 FRAMING 8'CMU 7/8/20 BID SET WRAP GWB SE�R NF S�LL PAI�DOW 2x6 FRAMING '`...,,. ..��- : tl1 •I\ W/END DAMS SET PAN IN SEALANT 1 1'AIR SPACE _ 6 T&G CLEAR -- - - - BED TYP. \ {/ 1 ! CEDAR SIKKENS CLEAR V AIR SPACE t I`� ... _.._...... p i .... ! ..` 'l .-.. BRICK VENEER A CAULK BATT INSUL B.R. SEALANT -- . T 1/2'PLYWOOD _ METAL C CLOSURE ' i AND NEOPREN 4 CLOSURES TYP. ' CONT.VAPOR BACKER ROD AND V2'PLYWOOD BARRIER ""' METAL WALL SEALANT TYVEK PANELS ' 5/8,GWB \ METAL WALL PANELS %' COMM CIAL STOREFRONT r.- 2X8 FRAMING W/ W/CLOSURE TRIM AND ,,-' WRAP ER 8'CMU BATT INSUL. ,.r .,, BATT INSULATION NEOPREN CLOSURES WINDOW SHEET TITLE: SHEATHING W/ - `----"- ✓ —-"-" NOTE PROVIDE VENEER y ~* MANUFP TYVEK COMMERCIAL TIES PER MANUF. BA.6 SEALANT DETAILS RECOMMENDATRONSSPER PLAN ' WRAP RECOMMENDATIONS ---- --�---. „ ---- - PLAN ............. _.__. OUTSIDE CORNER SOFFIT WD TRANS VENEER TO CMU WINDOW SILL CMU WINDOW JAMB 10 b R I C K SCALE: 3'=1'-0' 9 SCALE: 3'=1'-0'�SM�TLWALL PANELS SCALE: 3'=1'-0' 7 SCALE: 3'=1'-O' 6 SCALE: 3'=1'-0' MTL CORNER BEAD GATT ISULATION BACKER ROD AND t............... �....:. t ;.-. PRE FAB TRUSSES BATT INSUL. SEALANT f.: SS�SSHEATHING METAL BRICK VENEER W/1' II )I ,+ 2x8 FRAMING -....,. " ........ 5/8,GWB - �� !PANELS WA AIR GAP ...... MTL SIDING t ( ) 1/2'PLYWOOD `. x t t ` t " ` 5/8'GWB / � TYVEK COMMERCIAL :'.� -- -- ' ,'� WRAP :. WRAP COMMERCIAL / `+ TYVEK STRAIGHTFLASH CMU VENEER VF ;"y I 1 ) 2x6 FRAMING IaI METAL WALL PANELS 1 + Pic CONT.VAPOR BARRIER"' I I t SEAL BOTTOM USING `f" t t t PROJECT ARCHITECT: „-- A t 3'TYVEK TAPE 3'FLASH TAPE OVER MTL I j tl I + t DRIP FLASHING AND ONTO `}7� Pic TYVEK WRAP i+ DRAWN BY. MTL L TRIM ATTACHED - .--... +' 1/2'PLYWOOD BATT INSUL. _ — - _ W/GASKETED SCREWS Pic O 48'QC. CAULK\ '��� '"` CHECKED BY: 1/2'PLYWOOD DRIP FLASHING COVER PLYWOOD BARE CONT.VAPOR ` .T TYVEK NOTE:PROVIDE TYVEK COMMERCIAL 1 X 6 24 OA.MTL.'L'FLASHING PNT "` EDGE WITH'J'METAL BARRIER COMMERCIAL MAY 18. 2020 "., VENEER TIES WRAP TONGUE AND UNDER WEATHER BARRIER - �(+` -............. ......... FLASHING TYP. �� -i WRAP DATE PER MANUF. - GROOVE W/DRIP EDGE RECOMM. CONT.VAPOR CEDAR STAIN V.B.PNT. 5\:ARCH\18-261 DETAILS - : BARRIER BACKER ROD AND ,J MU WALL R-21 BATT INSUL. COMPUTER FILE NAME SEALANT PLAN DARK RIP VENTBRONZE " a 1'AIR SPACE 2'CONT.MTL. PER STRUC. '*'� NOTE PROVIDE VENEER TIES PER PLAN MANUF.RECOMMENDATIONS A � 6 . 2 5 INTERIOR CORNER 4 SOFFIT MTL TRANS. 3 METAL WALL PANEL 2 1 CMU TO SIDING CORNER COPYRIGHT I—CAIITI ABC ICTS,PS CMU VENEER SCALE: 3'=1'-0' SCALE: 3'=1'-0' T R A N S I T I O N SCALE: 3'=1'-0' SCALE: 3'=1'-O' SUPPORT WIRES NOTE,INSTALL SUSPENDED CEILING SYSTEM PER SEE A.C.T.SWAY VERTICAL D GA HANGER SPACED VERTICAL STRUT 4'-0'O.C.ALONG MAIN RUNNER TO 0 12'-0'O.C. WALL MANUFACTURE'S ICC EVALUATION REPORT. BRACE DETAIL,TYP.12 GA.MIN. STRUCTURE ABOVE. / ALL WIRE TIES ARE TO BE I3I � TIGHT TURNS AROUND ITSELF VERTICAL STRUT CAPABLE COMPRESSION STRUT•12'•0'D.C. �, j WRL ' 8' MAX. OF RESISTING VERTICAL \ 12 GA.SWAY SUPPORT LOADS 0 S12'-0'O.C. 141 12 GA WIRES SECURED TO MAIN WIRES 0 IT-O'O.C. @'MIN. BEGINNING i6'•0'FROM RUNNER. WALL SPLAY DOD FROM EA OTHER.N.T.e. \ 0 GA.SUSPENSION WIRE �ARLETTI ARCHITECTS P.S. 45 FROM CLG PLANE. HORIZONTAL / •4.0'O.C. VERT.STRUT, RESTRAINT POINTS SHALL BE PLACED GMT CONDUIT UP TO 6' OL'CIItIWCU117&plNlning12'-0'O.C.IN BOTH DIRECTIONS,W/ COLD ROLLED CHANNEL EMT CONDUIT UP TO 8'e'THE PIR6T POINT WITHIN 4'-0'FROM 0 4.0'O.C. 1'EMT CONDUIITR UP TO 10' 116 SUITE AT FIR STREET EA WALL. SECURE TO STRUCTURE 16 GA.TIE WIRE WALL MOLDINGMAX ABOVE. MIN. A 11'METAL STUD(25 GAUGEI MOUNT VERNON, WA. 98273 1 1/2'COLD ROLLED CHANNEL O�P 2> METAL STUD 125 GAUGE) phone: I`(360II 424-0394 0 4'-0'O.C. 5/8'GWB h eNP'� UP TO 10'•8' FOX: MO 424-5726 7/6'HAT CHANNEL Rl• USE HEAVY DUTY 0 2'•0'O.C. V'I CR T-BAR GRID SYSTEM OSS -- NOTE:111 END Of CEILING GRID SHALL BE ATTACHED TO WALL T�F e429 - HAT CHANNEL NOTE,INSTALL SUSPENDED CEILING SYSTEM PER MOLDING.THE OTHER END SHALL HAVE A 3/4'CLEARANCE FROM E STERED 0 2.0'O.C. MANUFACTURE'S ICC EVALUATION REPORT. WALL 6 FREE TO SLIDE.GRID SHALL BE ATTACHED AT 121 ITECT GWB ADJACENT WALLS(POP RIVETS OR APPROVED METHOD) NOTE.SUSPENDED CLG SHALL BE INSTALLED PER ASTM C636, CISCA ZONES 3-4 6 ASCE 0.6.2.6.2.2 PETER SiAIE WASHINGTGN SUSPENDED GWB WIRE TIES �� GRID AT WALL 16 CEILING BRACE SCALE: 3'•1'-0' ) N.T.S. N.T.S. N.T.S. 1/4'TH.STL.WELDED TO STL. A NEW FIRE STATION FOR: NOTE.THIS DETAIL EXISTING VENT ANGLE d BOLTED TO DBL WD STUD CITY OF ARLINGTON NOTE,INSTALL SUSPENDED CEILING SYSTEM PER Is SUITABLE PIPE 12" DIA. VENT ALL WOOD TO BE FIRE TREATED VERTICAL 12 GA.HANGER WIRE MANUFACTURE'S ICC EVALUATION REPORT. FOR MAX.18' (HVI) '.. STATION #48 SPACED 4'•0'O.C.ALONG MAIN BEAM 012 GA.WIRE HANGER TO DIAMETER PIPES iv MIRROR TO STRUCTURE ABOVE. STRUCTURE AT EACH 4"PLASTIC LAMINATE ARLINGTON. WA 98223 STAINLESS CORNER OF FIXTURE BACKSPLASH,PL-1 STEEL DRAW BAND CUT RUBBER BOOT TO 209 1/4-14 x 1 1/8" S.S. 24 GA. MTL � (4)12 GA.WIRES SECURED TO HD SMALLER THAN PIPE ROOF STITCH FSNR MECHANICALLY SEAMED SOLID SURFACE COUNTER W/ ,. MAIN BEAM WITHIN 2'OF ATTACH SLACK WIRES METAL STORM STANDING SEAM ROOFING UNDER MOUNT SINK COLLAR.FINISH DIAMETER /I// (702••) AT 4" O.C. %. CONNECTION OP VERTICLE STRUT TO DIRECTLY TO FIXTURE TO MATCH ROOF FASTEN BOOT TO PANEL AROUND PERIMETER SLR VENT 2x CONT. MAIN BEAM SPLAYED DO DEGREES AT DIAGONAL CORNERS OF BASE BASE (V812) v FROM EA.OTHER 45 DEGREES MIN. AT V O.0 WITH A CONT.BED CONTACT: FROM CLG PLANE.LATERAL FORCE OF SEALANT BETWEEN - r 9A BOOT d PANEL.FASTEN PAUL ELLIS yo BRACING SHALL BE PLACED 12'-0'O.C. „, W/014 X 1'METAL W000 TF ¢ IN BOTH DIRECTIONS.W/THE FIRST �" > CAPITAL PROJECTS MANAGER M POINT WITHIN 6'-0'FROM EA WALL. •1 0. `o%' +' 360.403-4603 SECURE TO STRUCTURE ABOVE. <\\ 10 BLOCKING AT -- 3/4'PARTICAL BOARD we/ EASED CORNER HD MAIN BEAM ATTACH FIXTURE TO io 2"x2"x24"LG.STL.ANGLE BRACE CEILING SUSPENSION NOTES: 3/16" x 7/8"TAPE J THRU BOTT.•STUD WITH I4I A.C.T. SYSTEM WITH POSITIVE t.72"DIA VENT CAN NOT BE IN TALIE y MASTIC (80068) �,• ;- 1/2'DIA.M.B..COORD.w/ CLAMP DEVICES HAVING AT THE RIDGE LINE OR IN THE FIRST AT PERIMETER PLUMB'G NOT TO EXCEED CROSS RUNNER CAPACITY OF 100X OF PURUN SPACE OFF THE RIDGE. 48'O.C. LIGHTING FIXTURE WEIGHT 2.FIELD LOCATE AND CUT OPENING INSULATION WRAP OVER ALL DRAIN IN ANY DIRECTION IN SEAMED SLR PANEL FOR AND WATER SUPPLY PIPES PER ICC NOTE HANGER 8 PERIMETER WIRES MUST PLUMB WITHIN 1 IN a "MAX.TYP. NOTE,WHEN A PENETRATION OCCURS THROUGH THE PANEL SIDELAP.INSTALL HORIZON 12 VENT __ 2' UNLESS COUNTER SLOPING WIRES ARE PROVIDED. INSULATION A117.1.2000 SECTION 806.E GUNNABLE CAULK FROM THE PENETRATION TO THE RIDGE.PEAK OR ENDWALL RETAINER(IR2) KNEE BRACE AS REQUIRED TO PREVENT WATER FROM RUNNING DOWNHILL INTO THE OPENING OPTIONAL RP OR P•LAM WAINSCOT PER FINISH SCHEDULE 15 A.C.T. SWAY BRACE 14 LIGHT FIX. SUPPORT 13 PLUMBING VENT DETAIL 12 ROOF VENT DETAIL �� LAVATORY DETAIL 18-261 N.T.S. N.T.S. SCALE: 3'•1'-0' SCALE: 3'•1'-0' SCALE: 3'•1'-0' BATT INSULATION """... GWB VA.SIDE TYP. "j REVISIONS: FRP TO BTM OF ,` INTEGRAL REBAR CLIPS U.N.O.AS PLYWOOD `I CLG.FRAMING ABOVE SEE WALL TYPES ) , W/ STUD P.T.SILL 5/29/20 PERMIT SUBMITTAL FRP MANUFACTURED EDGE ,,,, CAST IRON GRATE RUN FRP PANEL�' ) , /; STRUCTURAL DWGS.)NG R 7/$/20 BID SET W/SEALANT PAST PLATE TYPICAL .. CURB 6'A.F.F 0 DECO N SIDE POURED INTO ( ' 1 RECESS V GALV.STL.NON- SKID GRATING -�" W/GALV ANGLE W/WELDED STUDS OR iv II INSTALLATION SPACER CLIPS II EBOXY BOLTS VERIFY PLUMBING INTEGRAL REBAR CLIPS iREQUIREMENTS PER j 4 CONC.SLAB See STRUCT DWGS 'MECH DWGS FOR REINFORCING ' 6'CONC.CURB DOWEL INTO ' CONC.SLAB W/04'S 0 IS' --- ------ -> "-�PRECAST POLY TRENCH DRAIN O.C.TYPICAL VERIFY SEE SPECIFICATIONS RECESS w/ j °' '� SHEET TITLE: ANGLE SIZE 6 "' U � IADJUST FOR e'STUDS GRATE DEPTH! 04 REBAR OR PLYWOOD SHEATHING) DETAILS DECON DRAIN TRENCH DRAIN SEE STRUCT DWG FOR SCALE: 3'11'-0' 9 8 U ! DEC 0 N SCALE: N.T.S. REINFORCING SIZES SCALE: 3'•1'-0' 24GA.STANDING SEAM DOWNSPOUT STRAP RIDGE CAP TO MATCH 4Z NEOPRENE CLOSURE SET IN METAL ROOF PANELS FASTEN TO TYPICAL ROOF CONSTRUCTION LAP 6'MIN.w/121 ROWS SEALANT 7 SEALANT TOP 6 BOTTOM FASTENER w/EPDM WASHER 2 X OUTRIGGER WALL PANEL WITH FASTENER w/EPDM WASHER PER STRUCTURAL WALL STITCH FSNR �'SHEATHING 4"LONG GALV.Z-FLASH 121 PER ROOF PANEL RAKE PLASHING BEND TAB 0 18"O.C.11EA.ROOF BEND DOWN AND OVER TO SECURE BOTH STRAIGHT FLASH TAPE PANEL SIAMI III FASTENER 0 EA SIDE METAL ROOF PANELS HALVES OF STRAP CONNECT TO GUTTER - OF ROOF PANEL SEAM CONT.CLEAT T-77 --- ------ -- TOGETHER AS REO'D PER MANUF. METAL DRIP FLASHING , i,_ CLOSURE TRIM 4"LONG No LA. f MTL.FLASHING RUN UP CpNT.INSECT "` ROOF PANEL SEAM RUN ICE AND WATER 1 WALL BEND DOWN ONTO SCREEN PJC ROOF PANELS •� PROJECT ARCHITECT: SHIELD DOWN FACIA GUTTER STRAPS AS 1 I' 2 STRAPS PER F. MTL.ROOF PANELS ? ,I FACE MIN.4' PER UIRED TO SUPPORT i Pic 10' SECTION OF �; DOWNSPOUT .0, 2X10 CEDAR FACIA DOWNSPOUT BOOT 3 X 4 ALUMINUM PRE-PAINTED 5' — _ Y MTL. CLOSURE DRAWN BY: BD PRIME/PNT. SET IN SEALANT I� CONNECT TO ALUM.'K'GUTTER �1 Pic SMOOTH FACE DOWNSPOUT ` MTL.DRIP FLASHING CHECKED BY: APPROVED OUT—FLOW FASTEN TO DOWNSPOUT �� (\ CAP AND SEAL END CAPS COLOR TO MAT H ROOFING NIPPLE W/3 POP MAY 18, 2020 2'CONT.MTL. RIVETS 2 X 10 CEDAR , 2•CONT.MTL DATE STRIP VENT 4"PVC, PNT. FASCIA BD PRIME/PNT. ! STRIP VENT PRE-MANUFACTURED I V I is DARK BRONZE CONNECT TO TIGHTLINE I DARK BRONZE ROOF TRUSSES 2x BLOCKING,SME STRUCT. 6\:ARCH\18-261 DETAILS SEE ROOF PLAN PER STRUCTURAL `\ METAL ROOF PANEL 0/ COMPUTER FILE NAME METAL SOFFIT LINER ( ) FOR QUANTITY OF 4 CE RAT NT DOWN SPOUT CONNECT CEDAR AT ENTRY W/R•40 BATTS PANELS DOWNSPOUTS i.................,. A•e.4 SOFFIT SEALER AREA W/ TO TIGHTLINE AS REQ'0. ; A - 6 . 3 '.............. 1 _ ........ ; 3'MIN.AIR SPACE.TYP TYPICAL RAKE @CANOPY TYP. DOWN SPOUT 2 TYPICAL GU77ER ROOF TO WALL FLASHING 1 CONTINUOUS RIDGE VENT �`�J SCALE: 3'•1'-0' �T/ SCALE: N.T.S. SCALE: 3'•1'-O' COPYRIGHT 101D CARLITTI ARCHITECTS.P.S. SCALE: 1-1/2'•1'-0' SCALE: 3'•1'-0' RUN ICE AND WATER SHEILD 4'DIA.STEEL PIPE SOLID SURFACE OVER PACE Or FACIA MIN,2' GALV.PRINE/PNT. TURNED DOWN 1'-6, COUNTERS TYP. MTL ROOF PANELS EDGE TYP. 4'SOLID SURFACE DACKSPASH BLOCKING SEAL BOTTOM USING 5'TYVEK TAPE PROVIDE PTD METAL MTL L TRIM ATTACHED W/ MTL.CLEAT GASKETrD SCREWS 0 48'O.C. CARLETTi ARCHITECTS BRACES AS RffQlD MTL L FLASHING ardft=re&planrft 2X10 CEDAR PIASCI 12'X 12'X 1/2'STEEL PLATE 5/8'GWb_z1 BOARD PRIME/PNT. 116 EAST FIR STREET WELD SUITE A �xl METAL SOP-PIT 12'X 12'X 1/2'STEEL PLATE LINER PANELS 5 X 12 BLOCKING MOUNT VERNON, WA. 9827" 6 WOOD STUDS 16-­ PRIME AND PAINT 141 1/2'DIAMETER BOLTS 2XARK BRONZE MTL 4'IMBED MINIMUM Phone: (3601 424-0594 O.C..PROVIDE DOUBLE PCX: 13601 424-5726 STUD EVERY THIRD BAY 'F 141 1/2 DIAMETER BOLTS VENT STRIP BACKER ROD AND SEALANT FOR WALL STIFFING 4'EMBED MINIMUM MTL.'L'FLASHING CASEWORK C'CLOSURE VRB �_P.T.SILL PLATE PIN TO SLAB 24'O.C. 4'DIA.STEEL Pipe 'TTECT ... GALV.PRIME/PAINT I � � KITCHEN COUNTER STL. BRACE TOP STL. BRACE BASE 7-=!t- M.WT. SCALE: 1 SCALE: 1-1/2'-1'-0' 2 X 6 FRAMING BELOW BATT INSUL. -I I . 1 11 1-—"­_-- SEAL BOTTOM USING ANEW FIRE STATION FOR. 3'TYVEK TAPE METAL SIDING CMU VENEER CITY OF ARLINGTON PRE-PAD TRUSS COORD, LOUVER BAKED ON V AIR SPACE STATION #48 MTL L TRIM ATTACHED LOUVER OPENING CONT.VAPOR BARRIER PNT.FINISH BY TYVEK COMME�RCIAL WRAP ARLINGTON, WA 98223 W/GASKeTeD SCREW ....... BATT MANUIl. 1/2'SHEATHING -ATTACH PLAQUE TO CMU 0 48,O.C. INSULATION CAULK SHIM AS REQUIRED TYVEK STRAIGHTFILASH PER MANUr,STANDARDS LOUVER BAKED ON VP MTL L FLASHING PNT�-FINISH BY MANUF. CAULK SEAL BOTTOM USING METAL FLASHING 3'TYVEK TAPE DRIP EDGE ROOF TO WALL TYVEK STRAIGHTFLASH W1 BACKER ROD -PRE-IIAB TRUSS 12'X 16'BRONZE PLAQUE SEE Specs CONT VENT AND SEALANT MTL L TRIM ATTACHED COORD.LOUVER CONTACT: W/GASKETFD SCREWS OPENING PAUL ELLIS TYVEK FLEXWRAP 0 48'-CLOSURE STRIP >. ......... LASH )N FRI ATTACHED CO SCREWS P, O.C.0 C CAPITAL PROJECTS MANAGI /2'PLYWOOD DRILL C'CLOSURE LASHING HIM A CMU VENEER -403-4003 �31 Ij DIA.HOLES .......... SHAVE k or 360 BETWEEN VA.TRUSS METAL III FACE TO RECESS PLAQUE DRIP EDGE FOR VENTILATION REQUIRE Wl BACKER ROD \--,ONT. 1/2'SHEATHING ------CONT W/TYVEK COMMERCIAL AND SEALANT AS SHOWN TYPICAL VAPOR BARRIER WRAP BARRIER LOUVER BAKED 1/2'SHEATHING W/ BACKER ROD ON ...... AND SEALANT PNT.FINISH BY CAULK TYVEK MTL TRIM FLASHING -PRE-FAB TRUSS MANUF. TYVEK COMMERCIAL COMMERCIAL WRAP WRAP SYSTEM TO MATCH EXISTING COORD.LOUVER NEOPRENE CLOSURE BATT INSUL. SET IN SEALANT I OPENING SHEATHING MTL WALL PANELSj GASKETED MTL.SIDING [7 r, :, 2X6 FRAMING Illi-L, ,­... I I Ill\11................ SCREWS 0 48'D.C. CANOPY TO WALL TRANS. LOUVER JAMS ER SILL rj,_-�L0JVER HEAD' STATION PLAQUE _��GEE Q/A-6.1 Y.V_(y &_ — 18-261 SCALE: 3'-l'-O' SCALE: 3--l'-O' 11 SCALE: 3'-T-O' �'XVJI:Ul NUMBER7. 101-01 FLASHING TAPE INSTALLED 61-01 11-01 1,0.1 OVER METAL FLASHING ONTO 11K q TYVEK WRAP REVISIONS: 5/29/20 PERMIT SUBMITT/ 24*CLEAR MTL FLASHING W/HOLES 2'T.S. SPACE DRILLED 0 24'O.C. 7/8/20 BID SET GALV. MITRE ALL CORNERS ...... .................. MTL FLASHING -UNISTRUT STOREFRONT DOOR GALV. BLOCKING PER DOOR SCHEDULE 77 CONCEALED BOTTOM RAIL BOX _—STL. WEATHERSTRIP FOR PLATE LIGHT FIXTURE ALUMINUM DOOR THRESHOLD CABLE FLOOR -MAX.1/2'ABOVE III CONC SLAB >4'PVC —I-DIA STL. PIPE GALV. 11'X 18'STEEL PLATE MTL TRIM U_j BEND FLASHING DOWN& Lj MTL.PANELS 01 RETURN TO ROOF'PANELS TYP, TYVEK COMMERCIAL WRAP 01 SHEET TITLE: INSTALL FOAM CLOSURE STRIPS 1/2'SHEATHING 0/ WOOD BLOCKING SEE :4X4 BLOCKING CONDUIT 2X6 FRAMING W/R-21 INSULATION 0/ DETAILS RUN ICE AND WATER SHEILD STRUCTURAL EXTEND TOP STL ANGLES WELD ALL CONNCFCTIONS 5/8,Gwb DOWN FACIA MIN.2' CHORDS OF TJL'S TYP. STOREFRONT SILL _(_n�\ANTENNA RAC 9 (-;---)LIGHT FIXTURE 19 0 SEEa 19/A-6.1 SCALE: 5,4-0, SCALP: 1/2'-1'-0 ��MTL. PANELS SCALE: 1-1/2--1'-O' W/JIR.UXINx BEND FLASHING DON& RETURN To ROOF PALS TYP. INSTALL ICAI CLOSURE STRIPS xeT 11 -ME.-- RUN ICE AND WATER SHEILD 0=17=1143 I— DOWN FACIA MIN.2' -IT 3 MIN Pic E�IN PROJECT ARCHITECT: METAL SOFFIT LINER PANEL PT4 W I.A METAL WALL PANELS W/ A. Pic 240A KYNAR FINISH WITH 'J CLOSURE MLASHINGS& DRAWN BY: J'CLOSURE FILASHINGS& FOAM CLOSURE STRIPS AS RMOT. FOAM CLOSURE STRIPS Pic 2X10 CEDAR FACIA PRIME/TNT. -2xIO CEDAR FACIA CHECKED BY: -N, 24GA GALV.KYNAR FINISH DATE FLASHING ON CONT.CLEATxxreR t24GA GALV.KYNAR FINISH METAL WALL PANELS W1 S\:ARCH\18-261 DETAILS RLASHU(3_014 CONT.-CLEAT. J'CLOSURE FLASHINGS& COMPUTER FILE NAME METAL SOFFIT LINER PANG/ .. ......FOAM CLOSURE STRIPS ­1—D.-D m P"i,N 24GA KYNAR FINISH WITH 'J CLOSURE ISLASHINGS& FOAM CLOSURE STRIPS AS REQ'D. STEEL CANOPY A � 6 . 94 5 TYP. SAVE AT APP P AY5 4 TYP. RAKE AT APP k3AY5 3 2 I COPYRIOHT 2019 CARLETTI ARCHITECTS.P.1 RUBBER STAIR SKIRT RUBBER STAIR SKIRT 3/4'PLYWD SUB FLOOR BASE TO MATCH (212X12 STRINGER BEYOND BASE TO MATCH STAIR TREADS STAIR TREADS - I212X12 STRINGER BEYOND TYP 3/4'CHAMFER EDGE 1 1/4'PLYWDITYPI 1X2 WD BLKG 5 1 1/4'PLYWDITYPI 1 t 1 RISE/RUN TYP 5/4'CHAMFER EDGE 1/2'PLYWD.(TYPI PER PLAN RISE/RUN �s TYP 3/4'CHAMFER EDGE p+A RLETTI ARCHITECTS PER PLAN 1 1/4'PLYWD.(TYPI 1X2 WD BLKG ufidtsourc&pLannkg ' - --- - ---- 1X2 WD BLKG 116 EAST FIR STREET SUITE A BEAM MOUNT VERNON. WA. 9627" i' SEE STRUCT. i 1/2' YWDITYPI 1/2'PLYWD ITYPI Phone: (3601 424-0394 Fax: 360) 424-5726 TJI JOIST FRAMING TYP. i,E STERED 2X12 STRINGER BEYOND ITECT PT 2X6 CONT.WD W/NOTCH @STRINGERS PETER 7TI STA.0 WASHM. STAR TOp STAIR TREAD STAIR BASE 18 SCALE: 3'=1'-0' 17 SCALE: 3'=1'-0' 16 SCALE: 3'=1'-0' A NEW FIRE STATION FOR: POWDERCOATED CITY OF ARLINGTON 1 1/2'STEEL PIPE pOWDERCOATED RUBBER STAIR SKIRT STATION #48 SECTION 1009 STAIRWAY NOTES: W/3/4'STEEL PIPE 1 1/2'STEEL PIPE BASE TO MATCH ARLINGTON. WA 98223 ATTACHMENT WELD ', W/3/4'STEEL PIPE STAIR TREADS 1. STAIRWAY WIDTH TO BE NO LESS THAN 44'CLEAR UNLESS TO STEEL PLATE TYP. ATTACHMENT WELD SERVING AN OCCUPANT LOAD OF LESS THAN 50 OCCUPANTS. (4)LAG BOLTS TO STEEL PLATE TYP. 3/4'PLYWDITYPI HMD/HMF THEN REQUIRED WIDTH IS 36' INTO SOLID BLKG 11 BRACKETS SPACED W/RUBBER STAIR 2. MIN.CLEAR HEAD HEIGHT ABOVE ANY TREAD NOSING IS 6'-8'. EQUALLY TREAD/RISERS 5. MAXIMUM RISER HEIGHT 7'.TREAD WIDTH 11'.RISERS TO BE -�'X-" CLOSED OFF,NO OPEN RISERS ALLOWED. (6 FT.O.C.MAXI U.N.O. CONTACT: 4. PROVIDE HANDRAILS EA.SIDE OF STAIRS.HANDRAILS TO BE PROVIDE BLOCKING LL o IE IN WALL AS REQUIRED 2 X_WALL FRAMING PAUL ELLIS 1-75'GRASPABLE DIA.MIN.94'-MAX.98'ABOVE NOSE OF IL IL TO ATTACH BRACKETS PER PLAN CAPITAL PROJECTS MANAG TREAD/LANDING.MTD.96'TYP.A.F.F. PROVIDE MIN.1-1/2' Q o Q DISTANCE BETWEEN HANDRAIL AND WALL SURFACES. 5/8'GWB 360-403-4603 5. RETURN ALL HANDRAILS TO WALL AND OR INTERMEDIATE POST. ifl io WALL PER 6'O' 6. PROVIDE HANDRAIL EXTENSIONS 12'AT TOP/BTM.LANDINGS WALL TYPES 2X12 STRINGER MIN.1•SIDE. 4 X 4 STEEL T.0' 7. PROJECTIONS INTO CLEAR STAIRWAY WIDTHS SHALL NOT PLATE LAG INTO WALL a ' ') EXCEED 4.5'AT OR BELOW THE HANDRAIL HEIGHT. BRACKETS SPACED SOLID BLOCKING 41'HIGH GALV.GUARD IL B. EXTERIOR TREADS/RISERS TO BE OPEN DIAMOND PLATE MESH EQUALLY POWDER COAT TO ALLOW WATER/SNOW TO DRAIN. 5/8'GWB iMO DIA.STEEL GRIN E DS 0 FT.O.C.MAXI U.N.O. GRIND SMOOTH ALL EXPOSED SMOOTH SET IN SLEE SECTION 1015 GUARDRAIL NOTES: a WALL TYP. ALL WELDS TYP. STEEL @ STAIRS TYP. TO RECEIVE VERTICAL S PP RTS BOLTED TO FLOOR ST U E 1. PROVIDE GUARDRAIL MIN.42'ABOVE NOSE OF TREAD/LANDING HANDRAIL S T A I R STRINGER INSTALL BLOCKING AT LOO(R FOR ALL HEIGHTS 90'A.F.F.OR GREATER TYP. AS REQUIRED 2. MAX.SPHERE OPENING TO BE 4'BETWEEN MEMBERS UP TO A HEIGHT OF 34'. OPENING CAN BE 8'FROM 54'TO 42'. 12- SCALE: 1-1/2'=1'-0' 11 SCALE: 3'=1'-0' 3. THE TRIANGULAR OPENING FORMED BY THE RISER,TREA 6 BOTTOM RAIL AT THE OPEN SIDE OF A STAIRWAY CAN BE OF A MAXIMUM SIZE SUCH THAT A SPHERE OF 6'IN DIA.CANNOT '' 18-261 PASS THROUGH THE OPENING BETWEEN RISER.TREAD AND BTM. - s.. RAIL. 4. 21'DIA.OPENING BETWEEN VERTICAL 6 HORIZONTAL MEMBERS IS ALLOWED IN INDUSTRIAL APPLICATIONS NOT ACCESSIBLE TO THE PUBLIC IN GROUP I-3,F.H,OR S OCCUPANCIES. '. REVISIONS: i0 5/29/20 PERMIT SUBMITTi s.. 7/8/20 BID SET M0uo 0 0 13 GUARDRAIL DUCTU EX R STRUCTURE ABOVE EMS/ ELEC 201 12 4'A£ 1Tj DIA STEEL HANDRAIL SHEET TITLE: -6.5 MTD.56'A.F.F.TYP. 18 1L EA SIDE OF STAIR. BEARBUNKER 4'9£ 6.5 10 DETAILS HALL 107 1}DIA.STEEL HANDRAIL PNT. 44£ MTD.96'A.F.F.TYP.EA.SIDE 1 u OF STAIR.END @ LANDINGS ST 1 2 U AS SHOWN TYP. 0 EA. 110 STAIR -6 1' 11' / rr � O 17 (2)LAYERS BUNKER Q 6s •' 5/8'GWB GEAR 44 \ A-6.5 UNDER STAIRS 0 9-1 KITCHENWB ,. BEYOND F 118 Pic PROJECT ARCHITECT: 2 STAIR 110 SECTION 1 STAIR 110 FIRST FLR. Pic DRAW Pic N BY: SCALE: 1/4'=1-0' SCALE: 1/4'•1'-0' - CHECKED BY: MAY 18. 2020 DATE 9\:ARCH\18-261 DETAILS COMPUTER FILE NAME A � 6 . 5 COPYRIGHT 2010 CARLETTI ARCHITECTS.P.[ 1 1.9 2.0 6� 7.1 8 i i'I I I I I III I I CARLETTI ARCHITECTS P.S. wchkKwre&planning 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 A B c D Phone: U01 424-0394 Fax: (360) 424.5726 4.0 4,0 A4.1 A4,1 4 a- - - -- _ - STERED ITECT _4. I I PETER 2 ,y STALE WASHINGTGN PNT•2 LVT•1 — — '— — - - - — — J � np c � - - - - — — — t t o _. CONC FLOORING/MATERIALS PLAN coNc coNc coat CONC CITY OF ARLINGTON o �� I STATION 048 F- — — — — O 77 ARLINGTON, WA 98223 , CH•1 � ��� �'�' h` I CONC O CH-1 PNT•1 CH-1 CONTACT: ' PAUL ELLIS CAPITAL PROJECTS MANAGER 0R 1 ®I scKn 360-403.4603 I / coNc I„I _ LVT- LVT-1 _ H rc _4. ! LVT-1 CONC z�N - O -PNT-2 PNT• LVT-1 5 5 CH-1 i. - I r 18-261 CONIC _ ...... ............ EVISIONS iL PNT- Ina+_ D11 — — — 5/29/20 PERMIT SUBMITTAL "., 7/8/20 BID SET L -� - �- __ __..___ _..-. �... -' PNT-2 — ._..,.,n .._ .... 1 L -lj l � II II -D- 7-f _ _ ( ) --� 'G Li- - - - .... 4 13 Dr 4 -4 If SHEET TITLE: - — — — — — FLOORING/MATERIALS PLAN 1 2 4 5 6 7 8 9 FLOORING/MATERIALS PLAN SCALE: 1/8'=1'-O' , Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FEBRUARY 28, 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASE COMPUTER FILE NAME - � . 0 I COPYR10HT 2020 CARLETTI ARCHITECTS,P.S. MIKKVK JU'X46' ' W/BEVELED EDGE GWB -...... FRP-1 PNTA CG-1 •EA GWB CORNER i SURFACE MOUNT FRP-1 r" FRP-1 SOAP SURFACE MO CE FRp-0 1 1/4'DIAMETER S.S.GRAB BAR STAINLESS SOLID SURFACE ISS' STAINLESS W/SNAP 1 1/4'DIAMETER S.S. f'� SURFACE MOUNTED DECON STEEL COUNTER TOP W/4'BACK o STEEL TOILET FLANGE 18,VERT.GRAB BAR AUTOMATIC PAPER SHOWER COUNTER/SINK SPLASH SET COVER IF.C.I.C.1 TOWEL DISPENSER T-10'AFF 1 1/4'DIAMETER 3'^0'AFF l� 3'-O'AFF T.O.COUNTER •° d S.S.GRAB BAR G'CONC.CURB 6'CONC.CURB EARL ETTI ARCHITECTS P.S. N W/SNAP FLANGE ern 6'CONC. FE LOW PROFILE SUPPORT archbo mm&Plmnnirg 8'CONC.CURB CURB MAX.5'-0'D.C. URINAL TOILET PAPER DISPENSER 116 EAST FIR STREET CONC.CURB PLASUITE A e SHOWER VRB-1 MOUNT VERNON, WA. 98273 RESTROOM 112 RESTROOM 112 RESTROOM 112 nEC0N 111 REPORTS LIBRARY 116 Phone: I3601424-0394 1 2 3 4 S Fax I3601 424-5726 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' SCALE:1/4'•1'-0' SCALE:1/4'•1'-0' ON SHEET A-0.1 ON SHEET A-0.1 ON SHEET A-0.1 56V X 12'D X 30'H ` (2)36-W X 12'0 X 30'H STAINLESS STEEL HOOD 90'W X 12'W X 18'H PLA UPPER CABINETS UPPER CABINETS VENT FLA UPPER CABINET 24'W X ITO X 30'H PLA rWR qnFFTT PLA UPPER CABINET 24'W X 12'D X 50'H 12'W X 12'D X 90'H tpNT-q.' 16'W X 12'D X 30'H UPPER CABINET PL•1 UPPER C BINET / SO=TY PLA UPPER CABINET PL-1 PULL OUT SPICE SHEL .. OPEN SHELF FOR GWB ADJ.SHELVES GW GW MICROWAVE EXTEND IS' PNT•1 T.O.CAB. PNT T.O.CAB. PNT 1 24'W X 12'D 90' DEEP.PLA PL-1 UPPER C BINET T.O.UPPER CAB. 30'W X 4'D X 36'H OPEN SHELF OR A NEW FIRE STATION FOR: PLA BASE CABINET MICROWAVE TEND I EMTEK BAR PULLS SATIN CITY OF ARLINGTON SOLID SURFACE / - % 18'DEEP.PL- �L_ NICKEL OR BRUSHED SOLID SURFACE ISS-11 l I I_L I I STAINLESS STEEL OR STATION $48 (SS-1)COUNTER TOP SOLID S RFACE ISS-1) T-B&O BACK PLASH COUNTER TOP W/ W/4'BACK SPLASH COUNTERTOP W/SIDE APPROVED EQUAL AR'_iNGTON, WA 98223 4'BACK SPLASH T.O.COUNTER SS-1 COUNTS T.O.COUNTER -0Arr WALL HIDDEN COUNTERTOP _ _ T.O.COUNTER AFff �• P.� BRACKIE %I— -1 �� PROVIDE GFI OUTLET PER 12'W X 24'D> 56'H pyy I 18'W X 24'D X 96'H PE FE 121 15'W X24'D X 90'H E ..f.. ELEC.D GS PLd BASE I B. IF.O.I C PL•1 BASE CABINET FINISHED FLO R W/PULL OUT TRAY PLA BASE NY WALL IN PLA STORAGE FINISHED FLOOR i LOW PROFILE 15'W X24-D X 30-H CABINETS W/DRAWERS 3 '-3 o'-o'AFF TO MATCH CASEWORK SUPPORT PL-0 BASE °� 24'W X 24'D X 36'H I2118-W X 24-D X 36-W X 24-D X 36-H CC\TACT: MAX.5'-0'O.C. CABINETS W/DRAWERS PL-1 BASE CABINET 5WH PL-1 PLA BASE CABINET PAUL ELLIS VRB-1 BASE CABINETS CAPITAL PROJECTS MANAGER REPORTS LIBRARY 116 R REPORTS LI5RARY 116 Q KITCHEN 118 KITCHEN 118 360-403-4603 7 SCALE:1/4'•1'-O' SCALE:1/4'•1'-0' SCALE:1/4'•1'-0' 1 O SCALE:1/4'•1'-0' SURFACE MOUNT SOAP DISPENCER GWB.PNT-1 PPN PNT-4 GWB. EMTEK BAR PULLS SATIN .._-_ NICKEL OR BRUSHED PNT-1 STAINLESS STEEL OR SCH-2 APPROVED EQUAL T.O.TILE SCH-2121 15 W X 24'D X 38'H SOLID SURFACE SURFACE MOUNTED 1 1/4'DIAMETER S.S. rr COUNTER ISS-11 TILE# T-5.T-6 dT•7 'L-1BASE CABINET AUTOMATIC PAPER 18 VERT.GRAB BAR SOLID SURFACE TOWEL DISPENSERv ... IFCLC.) T.O.COUNTER COUNTER ISS-11 T.O.COUNTERFREEZER RE TILE BACK -0 :`-- EVISIONS: SPLASH.T-8d6 �. 15V X 24'D%98'H '1 T-5,T-6 dTJ - 1 1/4 DIAMETER R IF 41 C) IF I C) _ I — PL-0 OVER PONY - PL-1 BASE CABINET S.S.GRAB BAR 5/29/20 PERMIT SUBMITTAL W/ELEC.OUTLET ON - - �_[r W/SNAP - FE CABINETS MATCH T2. 9 dT-4 T �',,, FLANGE 7/8/20 BID SET 90'W X 24'D X 98'H 30-W X 24-D X 56-H VRB-1 TOILET PAPER DISPENSER PL-1 BASE CABINET PLA BASE CABINET W/SINK VRB-1 KITCHEN 118 KITCHEN 118 r17 KITCHEN 118 RESTROOM 129 RESTROOM 129 11 SCALE:1/4'•1'-0' 1 SCALE:1/4'•1'-0' 1`� SCALE 1/4'•1'-O' 1 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' 1 S REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' ON SHEET A-0.1 ON SHEET A-0.1 i I VANITY LIGHT 24'DEEP CABINETS SCH-2 PER ELEC. SCH-2 GWB, GWB, 0' 2'-0' 2'-0' GWB.PNTa SHEET TITLE: T-5.T-8 dT-7 PNT1 T.O.TILE N PNT-1 MIRROR 30'%48' T.O.CASEWORK INTERIOR ELVATIONS W/BEVELED EDGE STAINLESS e T.O.TILE CLOTHES ROD PL 1 SS-1 COUNTER 55-1 STEEL TOILET Jky" �_ ' BA MATCHING 4' COUNTER 4 T-5.T-6 d 7 EMTEK BAR PULL SATIN BACKSPLASH �� MATCHING 4' SET COVER II BACKSPLASH u NICKEL OR BRUSHED FE BARS - �o ,+C - STAINLESS STEEL OR 3'-�' 1 T.O.COUNTER 0 ArF APPROVED EQUAL.AND 2'-1 TO W/SNAP FLANGE.- N g SOLID SURFACE 11 LOCKEACH DOORRATE KEY \ \�.. .._...._ GWB, — F FE T.O.COUNTER HEAVY DUTY KEYED i S.S. DIAMETER _ ........ ....._.. ......... ........ - N �. 4 BACKSPLASH \ \ \ GWB.PNT-1 - . . . S.GRAB BAR 1 AND VALANCE ADJ.SHELVES VRB-2 ANGLED PI-1 VRB-2 ANGLED PL-1 ECESSED 4'VRB-2 COUNTER SUPPORT COUNTER SUPPORT SHOWER PAN RESTROOM 129 RESTROOM 129 R SLEEPER Q SLEEPER SLEEPER 16 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' 1 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' 1`' SCALE.1/4'•1'-0' 1`� SCALE 1/4'•1'-0' 20 SCALE:1/4'•1'-0' ON SHEET A-0.1 ON SHEET A-0.1 Pic: PROJECT ARCHITECT: JENNIFER PEARSON DRAWN BY: Pic CHECKED BY: FEBRUARY 28, 2020 DATE y ' S\:ARCH\18\DRAWINGS\18-261FLRBA COMPUTER FILE NAME ID � 2 . 0 COPYRIGHT 2020 CARIGTTI ARCH[T<_CTS,P.S. SURFACE MOUNTED AUTOMATIC PAPER TOWEL DISPENSER 301W X ITO X 50'H GWB, - PL•1 UPPER CABINETS VANITY LIGHT PER PNTAB. ELEC. GWB, GWB.PNT SCH-2 p 1,-6fe SCHLUTER PNT-1 T-5,T-6 dT-7 GWB SATIN STAINLESS MIRROR 30'X48' — SCH 2 PNT 1 T.O.UPPER CAB. T.O.COUNTS CH-2 A.F.F. ACCESSIBLE y STEEL HOOK. W/BEVELED EDGE _ _ T-0'AF HANDHELD I ROUNDED CORNERS T.O.TILE T.O.TILE i SHOWER HEAD ap .. TOP OF HOOK• -- _ SS-1 COUNTER f ,p 63•A.F.F. p TAINLESS �' 1 1/4'DIAMETER S.S. W/q• C�ARLETTI ARCHITECTS P.S. NTILE f 18'VERT.GRAB BAR } -- SATIN STAINLESS 95-1 COUNTER AND STEEL TOILET i - BACKSPLASH ' STEELHOOK. 4'BACKSPLASH SET COVER T.O.COUNTER �° eirtg AND T-5,T•6 dT-7 1 ROUNDED CORNERS MATCHING VALANCE : ,1/4'DIAMETER 9 0'APF 0 �T ili6 116 EAST FIR STREET TOP OF HOOK• 18'W X 24'D X 36'H tt° S.S.GRAB BAR 1 1/4'DIAMETER -a SUITE A T-2.T•3 dT-4 in 1 F� xn 38'-40'A.F.F. `;, PL-1 BASE CABINET 1 W/SNAP S.S.GRAB BAR - ' 99-1 COUNTER W/ W/HIDDEN WALL �. 'r` FLANGE �`��' d O MOUNT VERNON, WA. 98273 . . W/SNAP - FWISHED FLOOR HIDDEN WALL SUPPORT SUPPORT FOR URINAL TOILET PAPER DISPENSER FLANGE - F RECESSED COUNTERTOP ACCESSIBLE FLIP 30'W X 24'D X 36'H Phone: (3601 424-0394 SHOWER PAN T-5.T-6 dT-7 UP SHOWER SEAT PLA BASE CABINET VRB•1 Fax: 1360) 424-5726 �ON!SHIIT�A-. ROOOM 131 24 RESTROOM 131CCESSORY MRY MOUNTING SCHEDULE SCALE:1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:.1 ON SHEET A-0.1 ON SHEET A-0.1 ON SHEET A•0.1 GWB SOFFIT ABOVE 56•W X ITO X 30•H 36'W X ITO X 30'H UPPER CABINETS,PNT-1 PL-1 UPPER CABINETS PL-1 UPPER CABINETS 24'W X 12'D X 15'H 18'W X 24'D X 12'H 361W X 24'D X 12'H PL•1 UPPER CABINET PL-1 UPPER CABINET OPEN SHELF FOR MICROWAVE EXTEND 18' DEEP,PLA SCRIBE TYP. 12'W X ITO X 30'H A NEW FIRE STATION FOR: PLA UPPER CABINET rwBCITY OF ARLINGTON PNTB-1 T.O.UPPER CAB. PN B T.O.UPPER CAB. PN -1 TO—SC TILE T 5H T-6 dT-7 PN -GWB STATION T-0'AF \ 1 T• T•5.T-8 dT-7 W�RBEVELED4EDGE ARLI #48 � NG`ON, WA 98223 SS-i COUNTER '� - _�..._ 1 _. ....., W/4'BACKSPLASH. �, 6'� d v SS-1 COUNTER W/ STA NLESS F MATCHING 4'BACKSPLASH I - SOAP DISPENSER COUNTER =I �1� 1 1/4'DIAMETER B.S. STEEL TOILET , cf,", PL•1 END PANEL T.O.COUNTER ill' 18'VERT.GRAB BAR SET COVER �� �, T.O.COUNTER REI"' _ DW °�—'�'� `r SS-1 COUNTER AND CONTACT: z r L-1 BASE CABINET �I_: '',� 1 1/4'DIAMETER 1 i/4'DIAMETER ,y..... 18'W X 24'D X 36'H —, \ �' IF O.I.0 I IF.D.LC - --- 3OW X 24D X 34H c� 4'BACKSPLASH AND PL-1 BASE CABINET - C4 g iq S.S.GRAB BAR S.S.GRAB BAR -• - PAUL ELLIS , FINISHED FLOOR E F FINISHED FLOOR ��- W/SNAP W/SNAP - 1• MATCHING VALANCE 0'•0'AFF o'-o'A �T"'� — CAPITAL PROJECTS MANAGER 36'W X 24'D X 36'H URINAL FLANGE FLANGE 38'W X 24'D X 36'H 90'W X 24T X 36'H ,� SINK W/INSTA HOT/ 360-403-4603 PL-1 BASE CABINET PL-1 BASE CABINET SUPPORT HIDDEN WALL PL-1 BASE CABINET PL-1 BASE CABINET 12W X 24D X 34H GARBAGE DISPOSAL SUPPORT FOR �j LAUNDRY 134 VRB-' LAUNDRY 134 W/SINK R BREAK 144 QQQ RRr 143 EER 143 COUNTERTOP 2 v SCALE:1/4'•1'•0' SCALE:1/4'•1'-0' SCALE:1/4'•1'-O'�ONFSHEEO ACOCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'•0' 3 O ONF9HEET ACOCESSORY MOUNTING SCHEDULE SCALE:1/4'4-0' SURFACE MOUNTED AUTOMATIC PAPER TOWEL DISPENSER GWB GWB '.. PNT-1 PNT-1 18-261 GWB GWB PNT-1 PNT-1 T.O. MIRRORS T.O.MIRRORS SCH-2 PNT•4 SCH-2 _ . i T.O.nle REVISIONS: i 1_. T-5.T-6 dT-7OAK a // T.O.COUNTER ?..... i..... \ MIRRORS •\ MIRRORS 5/29/20 PERMIT SUBMITTAL _ \ 7/8/20 BID SET SS-1 COUNTER AND 4•BACKSPLASH AN MATCHING VALANCE T;.. T-5,T-6 dT-7 \ PNT-4 VRB•1 PNT-4 VRB•1 OOM 143 r�7 RESTROOM 143 r�7 FITNESS 142 FITNESS 142 &.NFNHtElASSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' `� 2SCALE 1/4*-1'•0' 3`) SCALE:1/4'•1'-O' SCALE 1/4'•T-O' SHEET TITLE: INTERIOR ELVATIONS SURFACE MOUNTED AUTOMATIC PAPER TOWEL DISPENSER GWB '.. GWB PNT-1 PNT-1 GWB GWB PNT-1 PNT-1 T.O.MIRRORS T.O.MIRRORS , SCH-2 PNT-4 SCH•2 . . . T.O.TILE T.O.COUNTER / / / MIRRORS IV MIRRORS SS•1 COUNTER AND 4 BACKSPLASH AN Pic MATCHING VALANCE T-5.T-6 dT-7 1 PROJECT ARCHITECT: PNT-4 VRBA PNT-4 VRB-1 JENNIFER PEARSON DRAWN BY: REZ T�aCC�M 143 RESTROOM 143 FITNESS 142 FITNESS 142 Pic �-27 r-17�-l7 �r-17 CHECKED BY: 31 REFER AOUNTING SCHEDULE SCALE:i/4'•1'•0' `� SCALE:1/4'd'-0' `� `� SCALE:1/4'•1'-0' ` SCALE:1/4'd'-0' FEBRUARY 28. 2020 ON SHEET A DATE ,. 5\:ARCH\18\DRAWIN GS\18-261FLRBA COMPUTER FILE NAME I D - 2 . 1 COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. DESIGN CRITERIA REINFORCING STEEL CONCRETE MASONRY UNITS GLU-LAMINATED MEMBERS MECHANICAL HARDWARE CONNECTORS - CODE INTERNATIONAL BUILDING CODE-2015 EDITION 1. REFERENCE STANDARDS: ACI "DETAIL MANUAL"AND CRSI MANUAL OF STANDARD 1. REFERENCE STANDARDS: ACI 530-02 AND ACT 530.1-02. 1. SINGLE-SPAN GLU-LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR,KILN DRIED 1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED - m ¢tz�3 RISK CATEGORY: IV(ESSENTIAL FACILITY) PRACTICE. AND AITC SPECIFICATION 24F-V4,UNLESS NOTED OTHERWISE.MULTI-SPAN OR BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR - - - ROOF: 2. MINIMUM CONCRETE MASONRY UNITS(CMU)DESIGN STRENGTH: CANTILEVERED GLU-LAMINATED WOGD MEMBERS TO BE AITC SPECIFICATION 24F-V8, EQUAL. DESIGN LIVE LOAD 30 PSF(SNOW) 2. MATERIALS: A.NET COMPRESSIVE STRENGTH, Pm 2,000 PSI UNLESS OTHERWISE NOTED. BEAMS ARE HAVE A 2,000 Fr RADIUS CAMBER,UNLESS F A.REINFORCING STEEL: ASTM A615, GRADE 40 FOR 4 AND SMALLER NOTED OTHERWISE. IMPORTANCE FACTOR, Is 1.20 H B.MORTAR TYPE TYPES 2. ALL MECHANICAL CONNECTORS USED WITH PRESSURE TREATED WOOD ARE i0 HAVE z FLOORS: ASTM A615, GRADE 60 FOR#5 AND LARGER A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS. g EE OFFICE 50 PSF B.WELDED WIRE REINFORCING: ASTM A82 AND A185, Fy= 75 KSI 3, ALL MASONRY TO BE CONSTRUCTED IN RUNNING BOND OF NORMAL WEIGHT MASONRY 2. MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR AND BEAR N _ CORRIDORS/EXITS 100 PSF UNITS.CONSTRUCTION LIFTS ARE NOT r0 EXCEED 5'-0 THE AITC STAMP. w J. FASTENERS ARE TO MATCH MANUFACTURERS SPECIFICATION,ALWAYS USE HIGHEST 3. LAP CO ingnlS pr iFTA�iHIr,1111-a Q1 of rnTc QTIQ PF1IV' UNLESS F crn uii rrnr III MEZZANINE 725 PSF CAPACITY REQUIREMENTS. EAST A!Foc ,_ „SH CONNECTORS WIND: NOTE[ :jl-­ , mA:S.,, ,.3K,LABS „�­ -In6 DEGREE)AT 4, SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE, 3. THE GLUE IS TO BE A'WET-USE"ADHESIVE. ARE TO BE HOT-DIPPED GALVANIZED CONFORMING TO s F TC. FILL ALL BASIC WIND SPEED 115 MPH THEELONiAL REINFORCEMENT IN WALLS. REFER TO NOTE 6 FOR HOLES WITH FASTENERS AND DO NOT OVER DRIVE, 3 EXPOSURE C BEND DIMENSIONAL LUMBER WOOD TRUSSES TOPOGRAPHICAL FACTOR,Kzt 1.0 BAR SIZE MIN. LAP LENGTH 4. THROUGH BOLT FASTENERS ARF?^ EE Sol ISTO ASTM w - SEISMIC //4 2'-6" 1. MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR 1. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED, AND DATED BY A STANDARD A307, GRADE A. NUTS THROUGH BOLTS THREADED RODS N SPECTRAL RESPONSE ACCEP EPA T1N,Ss 1.081- cnFTWOOn UMBER. ALL MEMBERS ARE TO BEAR THE STAMP OF THE LICENSED ENGINEER IN THE STATE OF THE PROJECT TO THE ENGINEER OF RECORD AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT SPECTRAL R ONSE ACCE, St 0,421 #5 INWPA. MOISTURE CONTENT AT THE TIME OF FRAMING IS TO BE 19%OR LESS. FOR REVIEW C0 SPECTP4I 'SF Ac : Sds 0,648 #6 4'-6" 5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP o SPECTPR_ .., _ _:'v, Sdt 0.674 2. MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE 2. TRUSS PLATES ARE TO BE IC BO APPROVED. TOP CHORDS ARE TO BE DOUGLAS FIR BEThL. 5 SHALL NOT EXCEED 1/8". w SOIL SITE CL S Po 0.900 4. REINFORCEMENT COVER: WALL STUDS 2x DF STUD GRADE #2 OR BETTER, 2x6 MIN a SOIL SITE CL S, Fv 2.400 FOOTINGS 3 INCHES TO EARTH WALL PLATES 2x DF STANDARD GRADE ABBREVIATIONS: ABBREVIATIONS(CONT.) c SEISMIC DESIGN CATEGORY D 2 INCHES TO FORMED SURFACE 2x PT OF STANDARD GRADE 3. INSTALL BRIDGING, WEB,AND CHORD BRACING AS REQUIRED BY THE TRUSS d - A. BOLT ANCHC?BOLT SLABS 2 INCHES TO EARTH FOR F"LAGER z FABRI OR. IMPORTANCE FACTOR le 1.50 CAi m o< PER PLAN AT CONCRETE ': ADD'L ADDITI"NAL HORIZ HORIZONTAL " IMPORTANCE FACTOR, Is 1.20 JOISTS 2x OF#2 AF.F Afi0VL FINISH FLOOR HT `LIGHT SEISMIC DESIGN: FORMED SURFACE: H ".DERS/BEAMS 4x, 6x OF#2 4. TEMPORARY SHORING AND BRACING OF THE TRUSSES DURING ERECTION IS THE ALT ALiEF'ATE I.E. INSIDE FACE RESPONSE MODIFICATION FACTOR, R 5-0(BRG WALL/SPECIAL REINFORCED EXTERIOR FACE 1)12 INCHES, //5 BAR AND SMALLER - PCSIS 4x, 6x DF#2 RESPONSIBILITY OF THE CONTRACTOR. APPROX APPRCZIMATE IN 11,CH MASONRY) 2 INCHES, #6 BAR AND LARGER ARCH ARCHITECTURAL LL 'E LOAD ? RESPONSE MODIFICATION FACTOR, R 6.5(ERG WALL/SHEATHED WALL) INTERIOR FACE 3i,INCHES FOR SLABS AND WALLS J. ALL WC 2 HTACT WITH CONCRETE OR MASONRY SHALL RE - r,rFD MANUFACTURED LUMBER ELKS BLOCKING MAX iMUM m _ 8. REDUNDANCY FACTOR 1.0 1;12 INCHES FOR BEAMS AND COLUMNS LUMBEF. ^.. _ - BE BM BEAM M_;; :V'CAL - u>6 HOT-DI GHOR BOLTS AND LAG WS IN TREA ED L _ER SHALL 1. PARALLEL STRAND LUMBER(PSL)IS TO BE 2.0E PARALLAM MANUFACTURED BY B.0,0. BOTTC!OF OPENING M i CiURER o �, GENERAL CONDITIONS 5. REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. ACI BTM GOTiCJ M d ( BE HDC _ - W CARBON STEEL FASTS LS MAY SE USED �H TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. BRG BEARIL.^ MISC NEOUS o 318-14 26.6.4.1) ZINC-BORATE TREATED LUMBER. " N e BTW BErWE^V NS SCE .2 a LL 1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR 2, LAMINATED VENEER LUMBER''{LVL)IS TO BE 2.0E MICROLLAM MANUFACTURED BY CLR CLEAR NTS F SCALE TO PROCEEDING WITH THE WORK. NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH 6. REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS(PER 25.3.2). 4. FOUNDATION SILL PLATES ARE TO BE BOLTED TO THE CONCRETE FOUNDATION WITH TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. CMU CONCF.-TE MASONRY UNIT 0.C. G „_,_R ANY DISCREPANCIES. %"0 AL_-,_- _ _ ,. _ COL COULD' PARA P_�.1, 0e=BAR DIAMETER SPECIFI i ON DRAWNGS. PRObiv sbLIS PET:-ATE SECTION A 3. LAMINATED STRAND LUMBER(LSL)IS TO BE: CONIC CONCF.TE PEEK 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE MAXISL' OF 9"FROM THE PLATt YNC OF AFL,ORB IS TO BE 1YC"WIDE LSL 1.3E OR BETTER COND CONDI ON PSF FOOT CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. - 135' 4'-0".PROVIDE 0.229"x3"SO. WASHERS AT ALL ANCHOR BOLTS. WASHER EDGES , I CONN CONN�C.TI TI PSI 3/ WIDE TEL 1.55E OR BETTER CONSR COKS<UCTION Pi , BAR D MUST BE WITHIN%"OF WALL SHEATHING. MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. CONT !)OUS RAP ',ER 3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS,SECTIONS, OR DETAILS WITHIN I MAX 3 lY DBL ? REINF _ THE DRAWINGS. 5 2" 5. SHOT PIN ATTACHMENTS FOR SILL PLATES ARE TO BE SIMPSON FASTENERS OR 4. MANUFACTURED -JOISTS ARE TO BE TA SERIES MEMBERS AND SPECIFIED IN THE DIA -R 1 APPROVED ALTERNATE. SHOT PIN SIZES ARE AS FOLLOWS: DRAWINGS MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER DIM DIMENSION 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, g 6 4Yz;; APPROVED EQUAL DL DEAD LOAD SyLL EA EACH S, METHODS, TECHNIQUES, SEQUENCE,AND PROCEDURES. #g A - EF EACH FACE s MIN. BEND DIAMETER FOR TIES AND STIRRUPS. PLATE EMBED WOOD SHEATHING ELEV ELEVA:�ON 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED D= 4*0 FOR 5 AND SMALLER THICKNESS MATERIAL SHOT PIN S-(. // EN EDGE`t4KING S BUILDING AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY D=6*0 FOR#6 -#8 2x CORD PDPWL-250MG 1. ROOF SHEATHING.M _'ei SS PER PLAN. APA RATED, EXP-1 RA LLCE EQ EQUAL S PORTION OF THE WORK. D =8*0 FOR#9-#11 - EQUIP EQUIPI NT D=10%FOR 14 AND LARGER _ 2x STEEL PDPAW-200 SEALED PANELS CONFOE "NDFICATION INOEX 48/24 FOR SLO'� DYER S # THAN 3/12 AND 40 r20 FC' __..z '.�'!. ,.: (LEAP, ES EACH 7DE g 6 SPECIFIC NOTES AND GENERAL NOTES AND SPECIFICATIONS.ETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER 6D BETWEEN PANELS TO NLLO OP,LXPP )UI BAIL 6 INCHES ON CENTER ALONG EXTEXIST EXTER 7R iOCV _ 4OIG; m qB AXc "MIN. 120 FOR#6 THRU#8 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND EDGES AND 12 INCHS ON,._NTER AT I.:=P.MEDIATE SUPPORTS, UNLESS NOTED FD FLOOR DRAIN TOF - 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. z_ BAD D 4 DIAMETERS FROM THE MEMBER EDGE.PROVIDE STANDARD WASHERS FOR ALL NUTS OTHERWISE. USE tOd COMMON NAILS.NO OSB. EON FOUL;'.TION T,Q,Q. OFFSET FOR STIRRUPS & TIES .' o 3a BEARING AGAIN5I WOOD. 2. FLOOR SHEATHING. MINIMUM'THICKNESS PER PLAN APA RATED STURD-I FLOOR, FG FINISH GRADE i0W I''OF WALL �'2aa° �-: M - FLFR FLUSH FRAMED �/ FOUNDATION � n 3i 7. FASTEN ALL MEMBERS IN ACCORDANCE WITH IBC TABLE 2304.10.1, UNLESS NOTED EXP-1 RATING ONt, 7 GROOVE E EX TYP T'E STEEL - A, 41z" 48/24 PPOVDE"dl i"LLEAP � _ � �� �,'I,N, FLR FLOOR PICAL 1 FOUNDATION NDESIGN NC DARED FTEB SARR 24,O20 HNICAL REPORT BY MATERIALS TESTING I� �, 6' AFC-CNAIL f .,41E 6 THANES ON CENTER ALONG EDGES AND 12 INCHL ;yCENTER 2��iiON FT FEET BLESS NOTED OTHERWISE SJaNAL 6N OTHERWISE. PROVIDE MINIMUM IR"EMBED FOR ALL NAILS. NAIL SIZES ARE AS _ U.N,0. L. 1 o FOLLOWS: NAIL MIN. SHANK DIA. W-G F^-;ATE AT FRG FOOTING VERi V FTICAL CRT FIRE RETARDANT TREATED W/ N rH D=.10*0 FOR#14 AND LARGER 10d 0,131" NAILS FS FAR SIDE iL� MIN, BEND DIAMETER. LESS NOTED OTHERWSE. USE 10d C06 OfJ SUPPORTS UNA. IBC SOIL SITE CLASSIFICATION. ......E D=6*0 FOR#8 AND SMALLER NO OSB. GA GAUGE WE N JE FLANGE FOR REINF. BARS D=8*0 FOR 9- 11 8d 0137'" WILD V1.._DED HEADED STUD .._2,000 PSF t6d 0.162' ING JOIN PERHL ANELS OTISGAL GALVANIZED WTS WLDED THREADED STUD B. FOOTING BEARING PRESSURE _ STRUCTURAL STEEL t :':GEAR HDI GLUE LAMINATED BEAM WT WEIGHT z At' dG, TYP. HDR HEADER WIMP WELDED WIRE REINFORCING C. LATERAL EARTH PRESSURE: PANEL EDGE NAILING 0 1. REFERENCE STANDARDS: LATEST EDITION OF THE AIDS'CODE OF STANDARD COEFFICIENT OF FRICTICTI ON AT DIAPHRAGM • PASSIVE..... ......... ,.. ......_0.3 PCF 8, .HOLES AND NOTCHES IN WOOD MEMBERS ARE TO BE LIMITED AS FOLLOWS: PERIMETER • ..__..0.35 PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. - 2. MATERIALS: L/3 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL NA�INTHIS A � 00 CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. BOLTS: STEEL i0 WOOD -ASTM A307 3. ALL FOUNDATIONS ARE TO BEAR ON COMPACTED STRUCTURAL FILL PER STEEL TO STEEL -ASTM A325 0 €DGE NAILING GEOTECHMCAL REPORT. STRUCTURAL FILL IS TO BE COMPACTED PER GEOTECHNICAL STEEL TO CONCRETE -HEAVY HEX HEAD ASTM F1554 DR. 36 AT ALL.SUPPORTED _ Q REPORT, WOOD TO CONCRETE - ASTM F1554 OR, 36 N o z PANEL EDGES - z W SHAPES: ASTM A992(Fy=50,000 PSI) NO LIMIT - CONCRETE TUBE STEEL: SQ/RECT- ASTM A500-10,GRADE B F =46,000 PSI MIN FIELD NAILING PANEL EDGE (Y ) JOIST BEAM AT INTERMEDIATE '� _ NAILING AT � ROUND -ASTM A500-10, GRADE B(Fy= 42,000 PSI MIN) SUPPORTS, TYP "', _ - ALL PANEL Q z 1. REFERENCE STANDARDS: ACI-301 AND ACI-3IR ALL OTHER STEEL: ASTM A36(Fy=36,000 PSI) EDGES z O BLOCKED W O 2. MINIMUM CONCRETE STRENGTH AT 28 DAYS: 3,000 PSI STRUCTURAL STEEL WELDING DIAPHRAGM IF z (� 3. THE WATER/CEMENT RATIO SHALL NOT EXCEED: 0.5(BY WEIGHT) L CONFORM TO THE AWS CODES DI.) AND D7.3. USE ONLY STATE CERTIFIED WELDERS. PER PLAN W z UNBLOCKED J 4. AGGREGATE GRADING SHALL COMPLY WITH AASHiO#57 GRADATION OR BETTER, 2. USE DRY E70 ELECTRODES. MAX. HOLE DIA TYP, U.N.O. ALL UNSUPPORTED DIAPHRAGM FLAT 2x4 BLKG AT 0I. �. W PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I PANEL EDGES 40%STUD DEPTH Q J. WELDS ARE TO BE Ya INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN *a"FOR 2x4 THAN ROOF/FLOOR DIAPHRAGM NAILING Em 0 v I E"5. COMPLY WITH ACI-301 FOR MIXING. DO OF EXCEED THE AMOUNT OF WATER THE DRAWINGS. 18"FOR 2x6 TWOMORE SUCC SUCCESSIVE SPECIFIED IN THE APPROVED Mlx PRO TONS OF AGGREGATE i0 CEMENT SHALL BE TO EXITDOUBLED STUDS SUCH WHICH CAN BE PLACED WITHOUT CONCRETE OR MASONRY ANCHORS I ARE ALLOWED J. WOOD SHEARWALL SHEATHING, MINIMUM THICKNESS PER PLAN. APA RATED PLYWOOD, SEGREGATION OR EXCESSIVE FREE SURFACE WATER. . 7. MECHANICAL ANCHORS ARE i0 BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON MAX. NO EXP-1 RATING. NO ASH NAILING PER DRAWINGS, 6. COMPLY WITH ACI-301 FOR PLACEMENT PROVIDE A%y INCH CHAMFER AT ALL TITER HD ANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE STET INDEX: 25%STUD DEPi EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS. DRAWINGS OR IN THE FIELD. 4" Q,. CLIENT: FOR 2x4 51 GENERAL NOTES CARLETTI ARCH. 1�/"FOR 2x6 - 51.1 GENERAL GOLFS :-\IT,) Z MAXIMUM SLUMP TO BE 4"t 1", TYPICAL. DO NOT ADD WATER TO THE MIX TO 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. S2 FOUN <:. - DESIGNED BY: INCREASE SLUMP. MAXIMUM SLUMP MAY BE INCREASED BY 1"IF THE SLUMP IS EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. HOLES ARE NOT S3 MEZZ-J` 5 PLAN KJM/RT/SGT TESTED DIRECTLY FROM THE TRUCK PRIOR TO BEING PUMPED INTO PLACE. ROD OR SPEAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE PERMITTED IN S4 ROOF 'J DRAWN BY: FIELD. SAME SECTION UD FOR HOLE S5 MAIN 'i PSALL PLAN JH 8, ACCELERATED SET OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED AS NOTCH DIA OF UP i0 60% - S5.1 MEZZ "TALL PLAN ADMIXTURES. STUD DEPTH S6 CMU 7-INS CHECKED BY: .1 CMU - Received JJJN 2'i"FOR 2x4 S6 � 9. COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR 3%"FOR 2x6 S7 FOUR - S DATE: STUDS Ss FL00 - rAIS SEP 14 2020 " PLACEMENT IN COLD WEATHER. � S9 ROOF ': IILS MAY 21, 2020 ED 10, REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISH.ALL EXPOSED CONCRETE BID -ROOF FRAMING DETAILS(CONY.) SHEET NUMBER: 10 -SHEARWALL DETAILS IS TO HAVE A CLASS A FINISH. - S 1 11. PROVIDE AIR ENTRAINMENT OF 5%t 1,5%FOR ALL CONCRETE EXPOSED TO WEATHER. SHOP DRAWINGS AND SUBMITTALSaQQ 1, SUBMIT LAYOUT DRAWINGS IN PDF FORMAT FOR REVIEW OF: m^ m w A. REINFORCING STEEL B. STRUCTURAL STEEL < ' �dw C. PRE-MANUFACTURED ENGINEERED WOOD TRUSSES o w 2, SUBMIT SPECIFICATIONS IN PDF FORMAT FOR REVIEW OF: Z w N D A. CONCRETE DESIGN MIX N B. CONCRETE INSERTS z= LL DEFERRED SUBMITTALS "3=N 1. PLANS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TMELY MANNER o THAT ALLOWS A MINIMUM OF 10 WORKING DAYS FOR THE ENGINEER PLUS AN ADDITIONAL 30 WORKING DAYS FOR INITIAL PLAN REVIEW FROM THE CITY.ALLV) o g o z COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE S SMIT'ED m a w ITEMS. 0 0� mz g� 2. THE DEFERRED SUBMITTAL ITEMS INCLUDE THE FOLLOWING: a ro <Y A. PRE-MANUFACTURED ENGINEERED WOOD TRUSSES ° It a SPECIAL INSPECTIONS z 1. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT, JURISDIC➢0 ALLY APPROVED AGENCY IN ACCORDANCE WITH IBC SECTION 1703 AND PROVIDE THE I I DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. SUMMARY OF SPECIAL INSPECTION z a E ° i om8 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL ITEM INSPECTION REQUIRED REMARK o `o F c INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY; PERIODIC INSPECTION COMPLETION OF PROJECT. o d VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION REFER i0 GEOTECHNICAL REPORT GRADING AND EXCAVATION g m 2 i LL VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF FILL; `" 3. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTI NAL I INSPECTOR. CONTINUOUS INSPECTION VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION REFER TO STAMPED MIX DESIGN BY DOG 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN TIE PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; CONTINUOUS INSPECTION REFER TO DRAWINGS; NOT REQUIRED FOR SITE-WORK CONCRETE SUMMARY OF SPECIAL INSPECTION. CONCRETE VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY; CONTINUOUS INSPECTION I REFER TO DRAWINGS STRUCTURAL OBSERVATION PERFORM CYLINDER STRENGTH TESTS 3,000 PSI PERIODIC REVIEW OF SITE-PREPARED GROUT PROPORTIONS OR APPROVED MIX ONE STRUCTURAL OBSERVATION BY THE ENGINEER OF RECORD ARE REQUIRED FOR THIS DESIGN CERTIFICATE FROM SUPPLIER PROJECT, OBSERVATION IS TO OCCUR: PRIOR TO GROUT PLACEMENT PERIODIC REVIEW OF REINFORCING,INCLUDING SIZE AND SPACING 1. AFTER ROOF SHEATHING IS IN PLACE, PRIOR i0 DRYWALL INSTALLATION. STRUCTURAL MASONRY PERIODIC REVIEW OF TYPE, SIZING AND LOCATION OF ANCHOR BOLTS PERIODIC INSPECTION THAT GROUT SPACE IS CLEAN PL ACEMENT LACEMENT THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL i0 PERFORM G CONTINUOUS INSPECTION DURING GROUT PLACEMENT _ STRUCTURAL OBSERVATIONS, DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL, AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, REINFORCING STEEL VERIFY PLACEMENT, COVER AND BAR SIZE; PERIODIC INSPECTION REFER TO DRAWINGS THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN VERIFY GRADE; PERIODIC INSPECTION ASTM A615,GRADE 60 STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED VERIFY MEMBER SIZES AND PLACEMENT, AND BOLTED CONNECTIONS ARE SNUG-TIGHT; PERIODIC INSPECTION REFER TO DRAWINGS PN M. ✓qN DEFICIENCIES TO THE BEST OF THE STRUCTURAL O85ERVER'S KNOWLEDGE, AVE NOT BEEN RESOLVED, STRUCTURAL STEEL PRE-TENSIONED BOLTS IN MOMENT FRAME DIRECT TENSION WASHER OR TWIST OFF BOLTS; PERIODIC INSPECTION REFER TO DRAWINGS '04�oF"^spNlC�f ON-SITE WELDING PERIODIC INSPECTION OF FILLET WELDS 5/6"AND LESS JOB SITE SAFETY EPDXY OR MECHANICAL ANCHORS VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO DRAWINGS OR FIELD DIRECTIVES o(il VERIFY NAIL SIZE,SPACING, SHEATHING TYPE AND BLOCKING FOR ALL WALLS; PERIODIC INSPECTION REFER TO DRAWINGS THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AN)/OR WOOD FLOOR/WALL DIAPHRAGMS VERIFY NAIL SIZE, SPACING, SHEATHING TYPE AND BLOCKING FOR ALL FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION REFER TO DRAWINGS POF�$Tp ALE��\GC�� CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAU IONS OR SIGNAL EN TO MEANS,METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PER ORM VERIFY INSTALLATION OF HOLDOWNS; PERIODIC INSPECTION REFER TO DRAWINGS THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL N T BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, SUB-CONTRACTOR OR ANY PERSON ON THE SITE. z I O Q N W0c) O C�- Q J � Q z z � o 0 � w z o Q I � y CLIENT: CARLETTI ARCH. DESIGNED BY: KJM/RT/SGT DRAWN BY: JH CHECKED BY: JJ/JN DATE: MAY 21, 2020 SHEET NUMBER: S1 . 1 + 9 2.9 4 6 7.1 8 9 V) z a 9 PATIO SLAB N o w 3 S 0 I 4::SLAB-ON-GRADE a o a m o"I W/#4 Ai 24"O.C. EA WAY OVER SUBGRADE PER GEOTECHNICAL REPORT a F ASP AO 1 O\ ... ............. } ............. ......... . A f........ ......... ......... .... s -- -- - .... >T �F3 S7 .^ <a a - ---- -�----------- 6 .... ��B B S17 11 s- - - r ------- S6 - - --3 yy 9�A ° 8 ---- SI l - LT S7 a 1\ �> t Fy � I oM 17 O 5-::: -- -- --- -- - - ----- O d o` c 3 ----- --- ------ - - _:.. ... - till I F3 F3 _ - I 8 'j 3 o n n a 6 5'-0" 3 3'-0' 3 4 2 S7 -- - -- ------------ 57 TYPICAL SLAB 57 S7 S7 57 12 j O. .., ..... ---- ------ -- --- ---- --- .....a., L......... DROP S u PER ARC AT S WER, II ..... - MAINiAINP2"L R MIN 70 REINF �ICAL -� _t - i... ....... , II II II I I 17 -- rl , I I FTG/WALL \ -- n -- ------�I i 1 _ II I I II II li I lil i i II I ril ..I i i 7i�t ' �p I S7 ---------`----- - ------- -----' 0 3 i P 12 _ �______TYP 4 S7 I I I I I BRG WALL S7 I li I 8"SLAB-ON-GRADE 2 AT S7 /N S7 I S6 t` Pr., ------�-- � ........................ � M. � W 5 AT 12"O.C. lil ... ::: .. a :,_� .... .......... .......... ...IL....� ..._. C �p� was ANfC S6 , I li li :: I I II TYP 14 � FLOOR DRAIN I O oa A AY SLAB I III I I I I I TYP 15 OVER 15 MIL VAPOR BARRIER S7 PER ARCH, TYP li S7 OVER 6 CAPILLARY BREAK M.e. OVER FIRM NATIVE SUBGRADE „" S7 olrl li li I li I PER ARCH ........... z s ,.a .4 I OVER 12"STRUCTURAL FILL I 19 I PER CEOiECHNICAL REPORT ' ER II li �� III '"y , AL T P 14 ___ 13 ___ ' SS�CNAL EN l li r. I S7 ...... 1 - -- - ..........I ......... :...n. ......,,,.. ,,- .. .. J I I I -1�- ------ --= . O S7 S7 O , - f APONELEVATfD SRAB fCH ` - _ � �........ ---I---9 , oPER�/S9 -I i 7YPICAL4N$LABRONAGRADE GRADES7Q N------'- -�----- ------- - - W 4 AT18 S7 ---------- I _- — OVER 15 MIL VAPOR BARRIER Q 00 O .. ...... IIr.. ....... --4------- 6 - -----4-- -- -------4 ---i--J OQ `-� QOO\�: PER GE CAPILLARY BREAK li C L ----- ----F18x9 S7 S7 S7 S7 OVERRFIROMTENA IVE SUBGRADE .I OVER 6 -- 8 0- w Q PORCH SLAB 56 4"SLAB ON-GRADE z i., W/#4 AT 24"O.C. EA WAY S7 I OVER SUBGRADE A, i ---- "' -' -- ---- --- o I PER GEOTECHNICAL REPORT I, � L......., - -- --- -- ---- -- j............... , �........ .....,..0 0 O I S17 I I z LLwJ 2 067 Q FOUNDATION NOTES: 775 1. REFER TO SHEET 55-5.1 FOR SHEARWALL REQUIREMENTS AND HOLDOWN LOCATIONS. / l FOUNDATION PLAN 2. PROVIDE FOOTING DRAIN AROUND PERIMETER OF BUILDINGS, S2 SCALE 1/8"= 1'-O" / 1 CLIENT: 3 PPER sex BADSEAOESAPOST ABOVE,PER SCHEDULE ON THIS SHEET AND FOOTING SCHEDULE CARLETTI ARCH. " POST SCHEDULE DESIGNED/ % SGT 4. FOOTINGS ARE i0 BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL KJMRT MARK SIZE THICKNESS REINFORCING KJM RT CAPABLE OF SUPPORTING THE ALLOWABLE BEARING PRESSURE OF 2,000 PSF. F3 J'-O"SO 12" (3)#5B EA WAY DRAWN BY: 5. PROVIDE#4 CORNER FTG BAR FOR EACH HORIZONTAL BAR. LAP 2'-0"MIN. MARK SIZE JH 5B AR F16x4 i6'-0"x4'-C" 8° N (4)18"O LONG C. TRANS O 4x4 DF#2 CHECKEDBY: 6. o INDICATES 6"CONCRETE CURB , (8)#6B, (4)#5T LONG OB 6x6 DF#2 DATE: 7. ® INDICATES CMU WALL. REFER TO CMU WALL ELEVATIONS ON SHEET S6 F18x9 18'-O"x9'-O" 181. #68 AT 9"O.C. TRANS MAY 21, 2020 AND DETAILS ON SHEET 56.1 //5i Ai 18"O.C. TRANS O HSS 6.00"00.25" SHEET NUMBER: B. PROVIDE INTERMEDIATE SAWCUT JOINTS AT 15'-C"O.C. MAX PER 201S7 SLAB SAWCUT PANELS TO BE NO MORE THAN 1;1.15 ASPECT RATIO, J` 9, ----INDICATES SAWCUT CONTROL JOINT PER 201S7. aX oa�w� N o�o W I o V �o ?o mo DR LOW FRAME PERP 4x6 H W/HUC HCR i0 POST 0 2 ®CORNER POST BELOW o Y YP 15 <� a�Ya� I S9, S9 S9 W/ECCOL/R POST CAP <�� OR ECCQ POST CAP _ O.. 25 u i AND PERP HEADER LOW .'..... ......... .........,,, O z° ......... ......... ......... .......... < �` 6 17 J� TYPICAL MEZZANINE FLOOR FRAMING 5 14W/HUD HCR TO POST -- A TJI-110 Ai 16' OA, S9 S9 W// FLOOR SHEATHING AND 10d Ai 6"O.C. 1 CMSTC16x60' d PANEL EDGE NAILING p `6- U S9 0 58 S6 O ......... ..� aL: 3 S6 2 S8 _ S8 MIi SERIES HGR S8 4 4x10 4x10 4x10 4x10 1 � DESIGN GABLE TRUSS S8 a TO SPAN OPENING CMSTC16x6 0"STRAP --- -..---- C.2 PROVIDE SOLID BLKG IN FLOOR SPACE FROM RIM iO F AND(4)2X6 STUDS IN WALL BELOW BEAM, LOC fi E ---' L (Z POST ABOVE BEA SL ON CMU 4"MIN. \S8� W A35 FROM A TO SILL PLATE BEND �i - - - f IL. 2 - ; 'I - S8 M 714 S I i I' I?'1 14 2 1&N a LSL Ai 16' O.C. S� 59 S6 LOCATE UNDER WATER HEATER 7 M. J4 J .�. ..................... w J 0 O � \ - } POFf-'Tu AL£NUx Gx�� I. SS/GNAL EN f ............................ /1A --------- N \jG% —� �I PEROVER19/SING TES S9 z O O, „, ----- „ Q Ss� i J FRAMING NOTES: -------------- --------------- _-----------__ - r<<, -a- c� 00 --------------- ----------- o) TRANSITION TO 8'CMU ~TRANSITION TO_8,CMU _ PER ELEVATION 1 PER ELEVATION rr�� � TYPICAL LOW ROOF FRAMING W HU612 W/ 1. ALL HEADERS TO BE 4x6 UNLESS NOTED OTHERWISE S6 ! 14A 12 14 148. 9J� MFR TRUSSES Ai 24 0C MAX Q 2. ALL LVL AND PSL BEAMS ARE i0 MATCH JOIST DEPTH UA.O: (22)Ya"0x2�/' ➢TEN-2 9 S9 TYP g, W/'%2 ROOF SHEATHING Q AND ARE FLUSH FRAMED: v AND 10d Ai 6' O.C. ROOF TRUSSES AT 24' O.C. PANEL EDGE NAILING 3. PROVIDE A35 FROM BEAM TO PLATE AT ALL FLUSH W/19/2°ROOF SHEATHING rl 3 �` LL BEAM BEARING LOCATIONS. AND 10d Ai 6' OC. PANEL EDGE NAILING J CB? LiJ O Q O 4. REFER i0 DETAIL 20/S9 FOR TYPICAL HEADER FRAMING. z 5. STUD SPACING TO BE 16"O.C. FOR ALL WALLS, 14 17 6. REFER TO SHEET S5-5.1 FOR SHEARWALL REQUIREMENTS AND HOLDOWN LOCATIONS 9' N W 7. (a) INDICATES NUMBER OF 2x BRG STUDS. 2 3 4 6 7 8 9 N O Q Q LJJ 8. ® INDICATES POST BELOW PER SCHEDULE ON THIS SHEET. TOP CONNECTION PER PLAN. v[a xx sx SHEET,TAND BASE DETAIL. MEZZANINE SCHEDULE ON THIS MEZZANINE FRAMING PLAN POST SCHEDULE 9. PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4X, 6X AND 53 SCALE 1/8" MARK SIZE CLIENT: MULTI-STUD POSTS THAT DO NOT BEAR ON FLUSH BEAMS. CARLETTI ARCH. 10. INDICATES INTERIOR BEARING WALL. ALL WALLS TALLER THAN 12'-0" TO BE O 44 DF#2 DESIGNED BY; FRAMED W/ 2x6 LSL STUDS AT 16" O.C. 0 6x6 DF#2 KUM/RT/Sc I W/ A35 TOP/BTM EA STUD Oc 11, ROOF TRUSS DESIGN LOADS: DRAWN BJ H DEAD LOAD- 12 PSF+ SELF WT 14. INDICATES INTERIOR 2x6 BEARING WALL.ALL EXTERIOR HSS 6.00"04.25� LIVE LOAD - 30 PSF WALLS AND SHEARWALLS ARE TO BE CONSIDERED CHECKED 9Y: LL DEFLECTION -L/360 MIN;Y"MAX BEARING TL DEFLECTION -L/240 MIN; 3/"MAX JJ/JN 15. ® INDICATES CMU WALL. REFER TO CMU WALL DATE: 1Z GT INDICATES GIRDER TRUSS ELEVATIONS ON SHEET S6 AND DETAILS ON S6.1 FOR MAY 21, 2020 GST INDICATES GIRDER SHEAR TRUSS REQUIREMENTS. SHEET NUMBER: Si INDICATES SHEAR TRUSS j 16. INDICATES CMU HEADER: REFER TO CMU ^^ 13. GIRDER TRUSS TO GIRDER TRUSS HANGERS TO BE SPECIFIED BY WALL ELEVATIONS ON SHEET S6 AND `JJl MANUFACTURER. DETAILS ON S6.1 FOR REQUIREMENTS. z� oQa Z ox�N 0 = N o I i II II o o��m< N I w K�.aFw o� �o q ........ . , F AT 24...O.0 .. ... .... ¢, O BZ 18RED-S TRUSSE W/I%,"ROOS Nw SHEATHING AND AT 6 Q.G. N PANEL E10d DGE NAILING 3 S9 o E d n$ ........ ......... ..... ..... ...... .... ..... m 3 S9 I `r1 m'� aii S9 3 I I -� 59. - - -- 0......... _„ g9 9 ax POT B LO ENNA G B (THERE ......... L........ ............. PR VID C i6 - „ i CONTRACTOR T V R C.2 ®EC 0 OS CA LOG it IN TYPICAL ROOF FRAMING DIS ONTIN OU TO PATE 34"RED-S TRUSSES Ai 24"O.C, MAX - W/7%2'ROOF SHEATHING _ AND 10d AT 6"O.C. 8 PANEL EDGE NAILING , _ I I 2 m¢ O PN M. UAN 59 'iM ur .. ......... �......... ... ... _ I .............. _.......... C 'gO op waspNQ,t, OF.�lU AL EN4 `�4r. DROP HEADER PER 20/S9 SPANNING APP-BAY OPENING BELOW - W/(2)8RG STUDS AND(2)KING STUDS EA END ..!.. ........ ................. �............ ................ .......... ........ -- - ::; AND 2x6 STUDS AT 16"O.C. IN-FILL BETWEEN WOOD HEADER AND CMU i6 S9 Z 4 x 5 LBO' ... .......... — ............ .........._.. ..........x8 O � e 2 1 6 J N S6 S9 S9 S9 S6 II _ co LLJ CD IiL 5 6 TYP S9 � S6 � zo II o ROOF FRAMING NOTES: o z 1. REFER TO SHEET 55-5.1 FOR SHEARWALL AND HOLDOWN LOCATIONS O w 2, STUD SPACING IS 16"O.C.FOR ALL WALLS, 1 2 O O 5 o Q 3. REFER TO DETAIL 20/S9 FOR TYPICAL HEADER FRAMING. 4. ALL HEADERS ARE 46 UNLESS NOTED OTHERWISE. POST SCHEDULE 5. ROOF TRUSS DESIGN LOADS: ROOF FRAMING PLAN I DEAD LOAD - 12 PSF+ SELF WT S4 SCALE 1/8"= V-D" MARK SIZE CLIENT: LIVE LOAD- 25 PSF 8, INDICATES INTERIOR 2x6 BEARING WALL. ALL EXTERIOR CARLETTI ARCH. LL DEFLECTION -L/360 MIN WALLS AND SHEARWALLS ARE TO BE CONSIDERED ALL WALLS TALLER THAN 12'-0" TO BE 44 DFy2 TL DEFLECTION-L/240 MIN BEARING j Des1cNE0 BY: FRAMED W/ 2x6 LSL STUDS AT 16 O.C. 6x6 DFy2 KJM/RT/SGT 5 GIRNE TRUSS UFACTTURER 6 AND DETAILS ON S6.1 FOR TO GIRDER TRUSS HANGERS TO BE SPECIFIED BY 9. ® ELEVATIONS ON SHEET INDCATES CMU WALL. REFER LL Oc HSS 6.00"0x0.25" JH DRAWN B MAN W/ A35 TOP/BTM EA STUD 6. RED-S INDICATES OPEN-WEB TRUSSES NY REDBUILi OR EQUAL, REQUIREMENTS, CHECKED BY: JJ/JN 10. [$___� INDICATES CMU HEADER. REFER TO CMU 7. m INDICATES POST BELOW PER SCHEDULE ON THIS SHEET, WALL ELEVATIONS ON SHEET S6 AND DATE: TOP CONNECTION PER PLAN. DETAILS ON 56,1 FOR REQUIREMENTS MAY 21, 2020 SHEET NUMBER: S4 I I _ �R Q1 1.9 2Q.9 4Q O 7.1 Q Q9 3 Z 0 w � W =�� I II I I I �o�o N p ow <CC) /1, ....!... ................. ......... .. ................. ......... ......... .�T .......... ...... ......... ......... ......... ..........._... ..... ................. ............... O Z O 2 Y G 2 VI HDUB PER 1/S10 N m t a 0�$ ALIGN UNDER �..... MSi ABOVE CS16 O '�> N iy inf a0: i 5 S6 _� i xcc S6 4 a a HDUS HDUS HDU5 .... C.2 PER 1/S10 PER 1/510 PER 1/S10 � � I o 5 S10 O� I .II g � PER01/S10 I I i 4 I S6 S6 I .............. ...... .......... ............... I I ', I O '�49 pF WA$H�Ncl•,�' P 0 HDU5 A ?A 4 as .. PER 1/STD P0� eTU ALENpx`'��x` F ' SSIONAL ECG .... ......... ........... ..............0 I Q z J J Do 0....... _ 777-1.. ® Q o W D �_ Q LLJ a cs I 6e 0 a- CD FLOOR FRAMING ABOVEWIERE 0 Q Z STRAP HOLDOWN ABOVE WHERE REOD AiM SILOL NAILING QN"PS dSPN 4 OC \ J J STACK HOEDOWN STUDS NpPti O'CO LAP CORNER PLATES Q W/(5)10d NAIL DOUBLE STUDS TOGETHER 4 b O z O TOP PLATE CONNECTION �W/2-ROWS 16d AT 6"O.C. INTERMEDIATE STUDS PER PLAN ABUTTING PANEL EDGES 5� , PANEL EDGE NAILING ALL PANEL EDGES i0 OCCUR ` AT EA HOEDOWN STUD DOUR STUDS,PLATES,RIMS, MULTIPLE STUDS AT HOEDOWN � � � OR HORIZONTAL ELKS 4Z MAIN FLOOR SHEARWALL PLAN PER SPECIFIC HOLDOWN DETAIL BOTTOM SILL PLATE CONNECTION SCALE 1/8°= 1�-O° CLIENT: CONTINUOUS TO TOP PLATE SS SHEARWALL SCHEDULE NAILING OR ANCHOR BOLTS PLATE CONNECTION CARLETTI ARCH. 4"SO MAXIMUM PENETRATIONS 8'-0"SPACING MIN CONCRETE/SILL PLATE WOOD FLOOR ANCHOR HOLDOWN WHERE REDID LARGER PENETRATIONS ARE NOT ALLOWED SHEARWALL NOTES: MARK WOOD STRUCTURAL PANELS PANEL EDGE NAILING PANEL EDGE STUDS CONNECTION i0P PLATE BTM SILL PLATE DESIGNED BY: PER PLAN WITHOUT ENGINEERS REVIEW. "0 A.BOLT KJM/RT/SGT INTERMEDIATE SUPPORT NAILING 6 7/16"SHEATHING ONE SIDE 8d AT 6"O.C. 2x 48"O.C.IN 2x PLATE LTP4 AT 16"O.CP 18d AT 6"O.C. DRAWN BY: SHEARWALL sHEATHIN AT 12"G c.MINIMUM 1. X INDICATES SHEARWALL ON SPECIFIED FLOOR. „ JH HORIZONTAL OR VERTICAL IYa"MIN PENETRATION INTO STUD REFER TO SCHEDULE ON THIS SHEET FOR ALL WALLS TALLER THAN 12-0 TO BE 4 7/16"SHEATHING ONE SIDE 8d AT 4"O.C. 2x 32"O.C,IN 2x PLATE LTP4 AT 16"O.C. i8d AT 4"O,C. �+ CHECKED BY: PANEL ORIENTATION PANEL EDGE NAILING REQUIREMENTS. FRAMED W/ 2X6 LSL STUDS AT 16" O.C. 3 7/16"SHEATHING ONE SIDE 8d AT 3"O.C. 2-2a 32"O.C.IN 2x PLATE LTP4 AT 12"O.C. 16d AT 4"O.C. JJ/JN 1Y"MIN PENETRATION INTO STUD CS76 2. INDICATES STRAP AND TYPE OF STRAP AT TOP AND BOTTOM W/ A35 TOP/BTM EA STUD 2-ROWS 16d A7 6"O.C. DATE: OF WINDOW. REFER TO DETAIL 3/SIC FOR INSTALLATION 2 7/1e"SHEATHING ONE SIDE 8d AT 2"O.C. 2-2x 16"O.C.IN 2,PLATE LTP4 AT 8"O.C. INTO WIDE RIM/BEAM MAY 21, 2020 REQUIREMENTS. I SHEET NUMBER: SW J. ® INDICATES CMU WALL. REFER i0 WALL ELEVATIONS ON TYPICAL WOOD SHEARWALL FRAMING SHEETEET S FOR AND DETAILS ON 56.1 FOR REQUIREMENTS `J` SCALE: N.T.S. 1.9 29 D O 3 O O N z�& I � I w o �oa C2 w� O - .. - - - O z >�¢ o�w HDUS H°U5 MST37 N PER 4/S10 PER 4/S10 PER 2/S10 0 _ o � ql_ -... _.._ ____. ... ..___. _...... .... ..... __. ..... ..... ..... •. ____ _..............0 > m y EP a 6 6 4�1 o � o w ¢ z m w� min n Q U � f N A t. J iT��oTUi � M as /r e ' �� �SSTONAL EN,f 0 - O - o zz Q o (D- J 4 CS16 — 4 Q N S6 S6 J N 0.... ...... _......... ...._- ____. .... J V) OQ � I s6 Q Q LL L— = z z 0 - O FLOOR FRAMING ABOVE p Z WHERE OCCURS STRAP HOEDOWN ABOVE WHERE REO'D HIM SILL NAILING top ,x0a W J STACK HOEDOWN STUDS LAP CORNER PLATES,,,rrr W/(5)10d NAIL 001 9 F STUDS TOGETHER O OO N O TOP PLATE CONNECTION s' / W/2 d AT 6"O.C. � W INTERMEDIATE STUDS PER PLAN ��—ASUTTING PA '_EDGES PANEL EDGE NAILING AT EA HOEDOWN STUD ALL PANE EDGE 0 OCCUR OVER STOD ` �.RIMG, MEZZANINE SHEARWALL PLAN MULTIPLE sruos AT HGLDawN � �' OR HORI c PER SPECIFIC HOEDOWN DETAIL GDN TINHGUS TO TOP PLATE HDrrG -cONIdEC71GN S5. SCALE,/B„- ,:_D" SHEARWALL SCHEDULE ®' NAILNl _i_ PLATE CONNECTION CLIENT: Cs''>.7LETTI ARCH. 4 SU M .'h 8'-D"SPACING MIN SHEARWALL NOTES: CONCRETE/SILL PLATE ANCHOR HOEDOWN WHERE REO'D �l=` ; VOr ALLOWED MARK WOOD STRUCTURAL PANELS PANEL EDGE NAILING PANEL EDGE STUDS CONNECTION TOP PLATE rE WOOD FLOOR DESIGNED BY: �/"0 A.BOLT BTM SILL PLATE PER PLAN V9 '. T ENGINEERS REVIEW ✓JM/RT/SGT INTERMIT ..'i'ORT NAILING 6 7/16"SHEATHING ONE SIDE 8d AT 6"O.C. 2x 48"O.C.IN 2x PLATE LTP4 AT 16"O.C.I 16d AT 6"O.C. DRAWN BY: SHEARWALL sHEAiHINc AT 12 1 NUM 1. X INDICATES SHEARWALL ON SPECIFIED FLOOR. JH HORIZONTAL OR VERTICAL ll;"- v TRATION INTO STUD REFER TO SCHEDULE ON THIS SHEET FOR ALL WALLAS TALLER THAN 12'-0" TO BE 4 7116"sHEATHwG ONE SIDE 8d AT 4"O.C. 2x 32"O.C.w 2x PLATE LTP4 AT 16'O.C. 16d AT 4"O.C. PANEL ORIENTATION PANEL EDGE —LNG REQUIREMENTS. FRAMED W/ 2X6 LSL STUDS AT 16" O.C. CHECKED : iY 3 7/Ifi"SHEATHING ONE SIDE 8d AT 3"O.C. 2-2x 32"O.C.IN 2x PLATE LTP4 AT 12"O.C. 16d AT 4"O.C. JJ �N "MIN PENETRATION 1Ni0 STUD p, CS76 INDICATES STRAP AND TYPE OF STRAP AT TOP AND BOTTOM W/ A35 TOP/BTM EA STUD 2-ROWS ibd AT 6"O.C. DATE: OF WINDOW. REFER TO DETAIL 3/SI0 FOR INSTALLATION 2 7/16"SHEATHING ONE SIDE ad AT 2"O.C. 2-2x III`O.C.IN 2x PLATE LTP4 AT 8"O.C. INTO WIDE RIM/BEAM MAY 21 2020 REQUIREMENTS. SHEET NUMBER: w TYPICAL WOOD SHEARWALL FRAMING D. INDICATES D WALL REFER TO CMU WALL ELEVATIONS ON �+�. SHEET S6 AND DETAILS ON S6.1 FOR REQUIREMMENTS SCALE: N.T.S. J O O O - #5V AT 8"O.C. �j W/HOOK EA END O IIQ 8'CMU U.N10. 4 T ROOF TYP ABOVE OPENING 4 T ROOF 3 ~ W/REINF CENTERED S6 S6 (2)#5H AT TOP OF HATCH INDICATES (2)#5H ABOVE OPENING, TYP WALL AND SLAB z v 2 18 i CMU 18 T CMU - 12 CMU W REINF EA FACE 7 7 ROOF. S6 S61 HEADER / LAP 3' 0'WALL REINF S6 EADER END REINFORCING PER SCHEDULE I S9 I (�')#SH AT TOP OF 5 PER SCHEDULE Ol LL END WALL AND SLAB ¢ T.O. CMU=25'-4' - TYP EA SIDE OPENING T.O. CMU=25'-4 , 8"CMU U.N.Q. S6 7 W/REINF CENTERED 6 8 16 S61 561. S6 O C a 1 7 5 �� O m a T.O.CMU= 15'-4° h i0.CMU=15'-4' HATCH INDICATES o '' 4 12"CMU W/REINE EA FACE j END REINFORCING PER SCHEDULES ' Y PER SCHEDULE Q END REINFORCING PER SCHEDULE HG AN �,4U D TYP EA END AND EA SIDE OF T > TYP EA END AND EA SIDE OF PER 1/55.1 AND 4/510, TYP 2 T FLOOR (2)#5H AT TOP OF 6 OPENING S8 WALL AND SLAB z h T.O. CMU=9'-4' z>�z� 3 7 6 6 6 IM 7 S6. - S6. S6. 56.1 S6. S6 END REINFORCING- REINFORCEMENT END REINFORCING m PER SCHEDULE, TYP \ - PER SCHEDULE, TYP1' - a E 41 m �m REINFORCEMENTi .2- w o` o PER SCHEDULE _ o mM FF=0'-0" h FF=0'-0" - - FF=0-0° - "= M r nmo au REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT PER 7/S6.1 PER 6/S6.1 PER 6/S6.1 PER 6/S6.1 CMU WALL ELEVATION z CMU WALL EL CMU WALL ELEVATION Q E VA TI ON 56 SCALE 3/16"= 1'-0" SCALE 3/16'=1'-0" 56 SCALE 3/16"= 1'-0" #5V AT 8"O.C. W/HOOK EA END (2)#5H AT TOP OF TYP ABOVE OPENING ' #5V AT S O.C. 11 T TOP WALL AND SLAB HOLDOWN INTO CMU #5V AT 8 O.C. (2)#5H ABOVE OPENING, TYP W/HOOK EA END S6. OF WALL (2)#5H ABOVE OPENING, TYP PER 1 55.1 AND 4 S10, TYP (2)#5H ABOVE OPENING TYP W/HOOK EA END M. - Il T TOP LAP 3"-0 WALL REINF 18 T CMU TYP ABOVE OPENING 18 T CMU / / 2 i FLOOR 18 T CMU 9P� S6 OF WALL (2)#SH AT i0P OF 56 EADER LAP 3'-0 WALL REINF 2 SH AT TOP OF LAP 3'-0 WALL REINF TYP ABOVE OPENING o¢ of wasq rr, OR HOOK AT WALL END 561 EADER gg O# ` �, i0. CMU 9'-4" WALL AND SLAB OR HOOK AT WALL END " S6 EADER ry0 Y h TO CMU= 9 4' - WALL AND SLAB OR HOOK AT WALL END � h To. END REINFORCING PER SCHEDULE r END REINFORCING PER SCHEDULEas,�, 4 TYP EA END AND EA ^�^� - - T / , REINFORCEMENT TYP EA END AND EA SIDE OF -- �' P�r ' .,c�'` ``f OPENING PER 3/S6.1 - OPENING -2-)TYP � END REINFORCING PER SCHEDULE L TYP 2 3 p TYP EA END AND EA SIDES6. REINFORCEMENT S6. S6. OPENING h FF=0'-0" _ PER 3/56.1 q - - - - - - h FF=0'-0" i h FF- 0'-0" ---- -- - - - -- ----- -- - ---- .r - - - - -- - V - - { z WALL CONTROL JOINT REINFORCEMENT WALL CONTROL JOINT PER 19/S6.1 PER SCHEDULE REINFORCEMENT REINFORCEMENT PER 56.1 PER SCHEDULE PER SCHEDULE, TYP 19/ OC OO 4 CMU WALL ELEVATION r5-,� CMU WALL ELEVATION K-6-� CMU WALL ELEVATION z Q N 56 SCALE Z/16"= 1'-0" S6 SCALE 3/16'" SCALE 3/16"=1'-0" O N CMU REINFORCEMENT SCHEDULE CMU REINFORCEMENT Q W LAP SCHEDULE ALL VERT BARS TO END W �_ Q WALLS HORIZONTAL REINFORCING VERTICAL REINFORCING END REINFORCING #4 2'-0" W/90'OR 180'HOOKS AT TOP NOTES: # #5 AT 24"O.C. (2)#SV 1N 1ST CELL (2)#5H AT TOP OF EXZ REINF PER SCHEDULE TYPICAL 72 #5 EA FACE AT 24 (4)#SV, (2)EA FACE IN 7ST W 1. REFER TO ARCHITECTURAL PLANS FOR WINDOW OPENING W ^ S9 T ROOF TYPICAL 8' 5 AT 24" 0 C. #5 3'-0' L'�Ri AND HORI V T.O. CMU=25-4' r 2)#5H ABOVE/BELOW DDOR OPENING / TEND MIN 3'-0' PAST OPENING SIZES AND LOCATIONS. W z z WALL #5 EA FACE AT 24 O.C. O.C. CELL WALL, TYP /HOOK AT WALL END 2. ALL CMU BLOCKS ARE TO BE 8", ONO 1- Q U 3 =INDICATES 12"CMU z O O #SV AT B"O.C. U.N.O. 4. CMU B ^vQ -,:70NTAL RUNNING BOND COURSES W/180-HOOK TOP/BTM AND ARE TO HAVE CONCAVE MORTAR JOINTS. W J ABOVE DOOR y HATCH INDICATES END REINFORCING PER SCHEDULE 5, TOLERANCES FOR CMU PLACEMENT ARE AS FOLLOWS: Q I-K PLANE OF WALL:y"'MAX IN 10FT AND/z MAX IN U O � T.O. CMU= 15'-4' 12"CMU W/REINF EA FACE '. TYP EA END AND EA SIDE OF i VpRIATQP,i FP n �" PER SCHEDULE OPC1 END REINF PER SCHEDULE 3 (2)#5H ABOVE OPENING, TYP-\ #5V AT 8'"O.C. HOB iN INTO CMU I EA END OF WALL, Sfi.i • 'i UMB:%a MAX PER STORY LAP 3'-0°WALL HEINE �� W/HOOK EA END PER AND 4/SIO, TYP 8"CMU U.N.O. CORNER, AND INTERSECTION • - .: _ AY 1N 3FT,Yy"'MAX IN IOFT i 18 T CMU 2 T FLOOR p 2 T FLOOR W REINF CENTERED 2 T FLOOR OR HOOK AT WALL END -�., FAD T,, ABOVE OPENING SS -'AT i0� OF S8 / SS (2)#5V EA SIDE -�i MAX IN 30Fi.� V T.O. CMU=9" 4" L ,Y SLAB EA OPENING,U.N.O. 6. SOLID GROUT ALL CELLS T ALL HORIZONTAL REINFORCING ARE TO END IN 90'OR 180'HOOKS. GECARLETTI ARCH. DOOR WHERE OCCURS CORNER REINFORCING MAY BE USED IN LIEU OF 90'HOOKS. / - PER PLAN DESIGNED BY: 8. ALL VERTICAL SPANDRAL REINFORCING TO HAVE 180'HOOKS EA END. KJM/RT/SGT DRAWN BY: TYP 2 9. REFER TO PLAN FOR TYPICAL CMU REINF SPACING.'L JH C-S-6y MAXIMUM REINFORCING SPACING TO BE#5 A7 24"OC.EA WAY. h FF=0'-0' _ Y _ ' - - -�'. CHECKED BY: _ ___ __ __ 10 MECHANICAL BLOCKOUT SIZES AND LOCATIONS MTH JJ�JN V _ _ _ , COORDINATE " DATE: REINFORCEMENT REINFORCEMENT 11. THESE ELEV ., I. REFER TO DETAILS ON 2020 PER 3/S6.1 PER SCHEDULE,TYP PROVIDE MATCHING DOWEL INTO FTG SHEET S6.1 AND PLANS FOR FURTHER RLOUIREMENTS.LAYOUTS IN DETAILS SHEET NUMBER: FOR EACH VERT BAR TAKE PRECEDENCE OVER ELEVATIONS. r CMU WALL ELEVATION TYPICAL CMU WALL REINFORCING DETAIL S6 56 SCALE 3/16"=1'-0° 56 SCALE 3/8"= 1'-0" (2)#5V EA FACE AT TRANSITION z (2){5V EA FACE AT REINF. PER ELEV "L_ HORIZ REINF PER ELEV END 12"CMU BARS CENTERED W WALL ABOVEoU ENDS OF WALLS HORIZ BARS i0 END IN �'-0 4 Ai 24"O.C. W 180'HOOKS _ m a'-o° EXTEND INTO 12"WALL 180'HOOKS g o o (2)//5V EA CELL REINF PER SCHEDULE AT 12" CMU w` CAP PIECE a o x o N cN Z owF_ (2)#5V Ai TRANSITION LAP Y-0' MIN PER ARCH w z � HORIZ REINF w o w 5H IN iSi COURSE S PER SCHEDULE BALANCE PER OF 8"CMU z o w HORIZ REINFY LAP 4'-0"MIN N N (2)#5V EA FACE Ai PER SCHEDULE -0' ,a 2/56.1 AT WALL g'5H EA FACE ENDS OF WALLS #5 RETURNS>32" IN LAST COURSE IJ ° (2)#5V Ai TRANSITION OF 12"CMU ffi g I/5_71 AT EA F' #4 TIE AT 8"O.C. END 12"CMU BARS - - HORIZ BAR (2)N5V W/180'HOOKS EA END w o F a AT EA EA CELL W/180'HOOKS EXT. FACE VERT BARS LAP INi.FACE OF REINF N o z AT 8 CMU HORIZ BAR (2)#5V EA FACE ATCORNER TO END W/180'HOOK 3'-C"MIN INTO WALL ABOVE m 15 z w REINF PER ELEV HORIZ BAR i0 END IN VARIES,8"MIN, 32'MAX o m 180'HOOKS AT 12" CMU AT 8" CMU �o PER ELEV WHERE<32" CORNER BAR FROM B"CMU o r d<<o WALL BALANCE PER 2/S6.1 a 1 CMU SECTION 2 CMU SECTION 3 CMU SECTION 4 CMU SECTION LAP 3'-°"W/i2"CMU HORIZ, BAR 5 CMU SECTION z 56.1 SCALE 3/4"= 1'-0" S6, SCALE 3/4"= 1'-0" S6, SCALE 3/4"= 1'-0" llS6, SCALE 3/4"= 1'-0" S6, SCALE 3/4"= 1'-0" n 8"CMU REINF PER ELEV m (2)/5V CONT AT CORNER o 3 o E //SHEA180C W HOOK EA END #5V EA FACE EA CELL '�> m M 8' VARIES, 32"MIN CMU WALL PROVIDED CORNER DOWELS Od Ai 6"O.C. PER ELEV AT EA MAi PER 2/56.1 LOW ROOF FRAMING PER PLAN \\\\\ J I PROVIDE HOOKED CORNER BARS EA FACE, SIM TO REINF PER ELEV 3/S6.1, LAP 4'-0"INTO WALL �1 12' CMU REINF PER ELEV �a %#5V EA FACE _____ EA END f- -- i� (4)y5V Ai CORNER (4)#5V AT WALL - PERPENDICULAR WALL AT SIM CONDITION (2)EA FACE END PER 1/56.1 �L= c=== PROVIDE CORNER BARS PER 2/S6.1 PT 2x12 LEDGER W/(2)Ya"0 TITEN SCREWS AT i6"O.C. INTO CMU SHELL, N07 JOINTS s CMU SECTION CMU SECTION 10 CMU SECTION 49�;WASti, S6. SCALE 3/4"= 1'-0" S6. SCALE 3/4"= 1'-0" ��"� ar�j S6. SCALE 3/4' = 1'-0" of - .p �TU AL VAG��t1�� SHEARWALL ABOVES/OVAL ENG PER PLAN Pi 2x6 SILL PLATE W/Ya"0 A.BOLi AT SPACING PER O SCHEDULE(AT 48"O.C, MAX) (2)#5H Ai TOP OF WALL Q IN � cal , REINF PER ELEV (� 00 VERT BARS TO END W/180'HOOKS WALL PER ELEV --_J w w r) ~ z 11 CMU SECTION 0 0 S6. SCALE 3/4"= 1'-0" U 8"CMU PER ELEV mT A CONTROL JOINT PER PLAN o EXISTING OR NEW CMU PER PLAN wLA z CAP PIECE PER ARCH %" %" HATCH INDICATES 0 Q HALF UNITS AREA WHERE TITEN C SHEARWALL ABOVE ANCHOR CANNOT C PER PLAN g5V EA FACE PER ELEV //5 DOWEL Ai EA VERT BAR ABOVE W/90'HOOK INTO 12"CMU W/180'HOOK ABOVE V'" � BE USED OPENING ' 3" Pi 2x6 SILL PLATE MAINTIAN MIN #3 STIRRUPS W/%"0 A.BOLT Ai SPACING AT 16' O C. PER SCHEDULE(AT 48"O.C. MAX) (2)N5T/B SEC / 4' CLR EDGE DISi DO NOT PLACE ANY ANCHOR CAR LETTI ARCH. LAP 3'-0"INTO WALL BEYOND ROTATE DOWEL HOOK OR HOOK Ai WALL END WITHIN 1Y"OF HEADED JOINT n.„. DESIGNED BY: PARA. TO WALL HORIZONTAL BARS PER SCHEDULE TITEN HD ANCHORS ONLY KJM RT SGT PROVIDE BACKER ROD - (2)5i/B I W/180'HOOKS AT CONTROL JOINT W/CAULKING AT JOINT 0 GO IN GROUTED CELLS DRAWN BY: BEYOND OR HOOK AT OR HOOK AT WALL END— AP 3'-0"INTO WALL BEYOND CMU WALL ! OCATE TITEN HD ANCHORS JH (2)g5T/B LAP 3'-0"INTO WALL BEYOND LAP 3'-0' INTO WALL _ (2)5T/B 1 BEYOND ' ONLY IN FACE SHELL CHECKED BY: WALL END OR HOOK AT WALL END r ' W/IN CENTER OF BOND BEAM JJ/JN �iMU WALL BEYOND / /ASV Ai 8' O.C. EINF PER��CMU WALL BEYOND DATE; � W 180'HOOK EA END - " n R SCHEDULE AT 12" CMUI AT 8" CMU MIN(1)p5VEA CELL MAY MB 2020 ADJACENT TO CONTROL JOINT SHEET NUMBER: 6 CMU SECTION 17 18 CMU SECTION CMU SECTION 19 CMU SECTION 20 CMU SECTION S6. 1 56.1 SCALE 3/4"= 1'-0° 56.1 SCALE 3/4"= 1'-0" S6, SCALE 3/4"= i'-0" S6 1 SCALE 3/4"= 1'-0" SG SCALE 3/4"= i'-0" STUDS PER PLAN POST PER PLAN CMU PER ELEVATION CMU PER ELEVA PON BALANCE SHEARWALL SHEATHING V 11 VER➢CAL AND HORIZONTAL AND NAILING PER PLAN _ CMU PER ELEVATION Iwo PT 2x6 PLATE W//"O A.BOLTS REINFORCEMENT A CMU .v /4 s VERTICAL AND HGRIATIONS I.� VEREINF PER ELEVAOTONS � PER ELEVATIONS CMU VENEER PER ARCH 3 P.. REINF„"'"�' VIU 5x3'-0 DOWELS AT 48 O.C. REINFORCEMENT OF CMU 5x3'-0"DOWELS Ai 48' O.G ENINGS 2 AND WASHER PER 51 � a N STOP CMU AT DOOR P WHERE OCCUR PER DRILL AND EPDXY, EMBED 6" INTO CMU DRILL AND EPDXY, EMBED 6 INTO CMU AND RJR SLAB COP JUOUS w o w #4H AT TOP AND AT 18"O.C. ABU66 POST BASE #4H AT TOP AND AT 18"O.C. y '7TINGS z= - s^ SLAB PER PLAN SLAB PER PLAN SLAB PER PLAN W//a 0 A.BOLT SLAB PER PLAN SLOPE TO DRAIN AND SLOPE TO DRAIN AND �\ SLOPE TO DRAIN AND y5x �S AT 48"O.C. (2)#4H AT TO° "' _ SUBGRADE PER GEOTECH E, SUBGRADE PER GEOTECH SLOPE TO DRAIN AND DRILL - :'OXY, EMBED 6" z T 1, SUBGRADE PER CEOTECH DOWELS PER CMU ELEVATION - DOWELS PER CMU ELEVATION SUBGRADE PER GEOTECH �- o A T 2 „C. :� INTO CMU, EA SIDE 2 z o /ALTERNATE 90 HOOK /ALTERNATE 90 HOOK z W S W S - :^ - BALANCE "1'`^ ;/ ✓p 'h ' i 4 DOWELS AT 48"O.C. PER 1 S7 %zi-��, w 4 DOWELS AT 48 O.0 # a x z s•_o•' FTG DRAIN a i z -� ,. �_ DOWELS 0 0 0 W 90'HOOK D _ 4 DOWELS A7 W 90 HOOK D WEL x �/ � � x -��., 2 � _.J2 / � S DOWELS PER CMU ELEVA PO z ✓ INTO FTG _ CONL FOOTING z g /�5 AT 24"O.C, z Q AROUND ! 2 48' O.C, ( g i 5 AT 24"O.C. INTO FTG 2 _ - / J2 ri iHRU _ _ 1 _�o PERIMETER ! �� F` °`J W/ALTERNATE 90°HOOKS #4V DOWELS AT 12"D.C. 1 LAP W/VERT BARS PER v�"i o f I W/90°ALTERNATE HOOK '- o SCHEDULE ON S6 0 o b x INTO FTG m w 3 , FTG DRAIN 3 4B PER SCHEDULE .,�.T, - ,� o .0 o O/f tv ,�, ,T�,' _J ^ ;i ). ^.y�;;. ,,, S„,,��^ .�. ,^`vie° _ .ir //5B CON7 AT 10' O.C. !✓ �'' �" (7)//6B CONi _ '� �`Y�%'" Z'�'�' )5B CONi < oLLoma oz�=� AROUND FTG DRAIN EQ EO EQ EQ 'EQ Eq' o PERIMETER 1-6" PER PLAN AND g5B TRANSVERSE //5B TRANSVERSE r` o PERMOETNR 111 PER PLAN AT 12"O.C. 5-O AT 12"O.C. 2'-0' = 6 - FOUNDATION SECTION FOUNDATION SECTION FOUNDATION SECTION 4 FOUNDATION SECTION 5 FOUNDATION SECTION Z J/ SCALE 3/4"= 1'-0° S] SCALE 3/4"= 1'-0" S� SCALE 3/4"=1"-0' S7 SCALE 3/4"= 1'-0" S/ SCALE 3/4"= i'-0" w ROUND HSS PER PLAN a E LEVEL SLAB AT DOORS CMU PER ELEVATION \ TYp SLOPE FLOOR TO DRIVE WAY SLOPE FLOOR TO DRAIN VEREINFOR�ER SRTICAL AND OLE AFT CMLIOAL NS RIZONTAL ° 1%"CLR o m 3'-0' SLOPE FROM FACE OF $4H AT EDGE #SLAB PER PLAN n O DRILL AND EPDXY AN //4 TIES O. TOP >5 AT 24"O.C. - O 5/a4 WTS T 24" TE HOOKS AND AT 72' O.C. SLOPE TO GRAIN AND �^" SLOPE TO DRAIN AND AND AT 12"O.C. CMU WALL BEYOND 3'o° EMBED 8" N rn d LL 4 AT 24 O.C. LAB PER PLAN DOWELS PER CMU ELEVATION 3/q"CHAMFER, TYR L2x2x%AT DOOR W/ /(4 Ai 24"O.C. DOOR PER ARCH18"SO GONG PLINTH 3/a•mx4"WH.S.AT 16"O.C, LTERNATE W/ALTERNATE 90°HOOKS /e BASE SUBGRADE PER GEOTECH 4H AT EDGE HOOKS IN FTG IN FTG %y"CHAMFER SUBGRADE PER GEOTECH K w PLATE N #4H AT EDGE SLAB PER PLAN w DRIVE WAY NO Ai 12"O.C. SLAB PER PLAN SLOPE TO DRAIN AND AND AT 12"O.C. SLOPE TO DRAIN AND ¢U zo BASE PLATE PLAN -nfr BY OTHERS SUBGRADE PER GEOTECH .� SUBGRADE PER GEOTE H , ', , ' "' "' O/j DOWELS EQUALLY S x ��, �. ... ,- « NON-SHRINK GROUT �. , SPACED ,... ° ,,., DOWELS AT 4 O.C. - - 4 4 A - PAD AS NEC. (MAX 4"HIGH) � ,.)l W/90'HOOK DOWELSx ��. ��`�`i�� ,>' Q INTO FTG g i �2 FOOTING N BALANCE 4 POERrL�S7 PER 4/S7 _ w _ _ - x_ PER 8/S7 07, ; � %�YT.y'; �T.�a�`'x jl '`;��� ;y�s`'� .T ,�?**. .r>>i. .tiV'�.T.-T �. FTG DRAIN "� 6 --� q (2)#4B AROUND i�, �.,," _..PER SCHEDULE 5 1'-0:: 1'-0:: �,�. T 1 2%"AV 8' MIN AROUND FTG DRAIN EO EO PERIMETER PER PLAN - ���•� PERIMETER 6 FOUNDATION SECTION FOUNDATION SECTION � FOUNDATION SECTION 9 FOUNDATION SECTION o FOUNDATION SECTION S7 SCALE 3/4"=1"-c S] SCALE 3/4"=1'-0" S/ SCALE 3/4"=i'-0" 57 SCALE 3/4"=1'-0" S] SCALE 3/4"=i'-0" �M , 2�01 CENTER WALL/FTG CENTER WALL/FTGCENTER WALL/FTG CENTER WALL, CURB/FTG CENTER WALL, IFS SHEARWALL SHEATHING SHEARWALL SHEATHING CURB/FTG SiONAL E NON-BEARING PT 2x6 PLATE W/ AND NAILING PER PLAN AND NAILING PER PLAN BEARING PER ARCH WALL PER PLAN SHOT PINS AT BEARING WALL PER PLAN WALL PER //4 CONT UNDER PT 2x6 PLATE W/s/eA A307 ALL THREAD PT 2x6 PLATE W/s/0 A307 ALL THREAD PT 2x PLATE W/SHOT PLAN PT 2x6 PLATE W/ 12"O.C. SHEARWALLS DRILL AND EPDXY, EMBED 9"INTO SLAB (2)N4H AT 70P IN CURB DRILL AND EPDXY,EMBED 9"INTO SLAB PIN AT 12"O.C. SHOT PINS AT 12"'QC. TRENCH DRAIN - CONT. CURB (2)//4H IN TOP BY OTHERS (48 O.C.T SPACING PER SCHEDULE W/A.BOLi SPACING PER SCHEDULE z 48 O. WASHER PER S1 �/4 CONT. UNDER (2)//4H IN CURBS //4V DOWELS K 4TO O.C. OF CURB ( MAX)) / SHEARWALLS = z (48"O.C. MAX) W/WASHER PER St W HOOK INTO FTG - O (/4H CONT. UNDER CURBS = z / z" CONC. CURB 10"LEGS _ ;s FLOOR J� w g FLOOR J� g FLOOR}x - a FLOOR J, fL00R}x '. ANCHOR BOLT EMBEDMENT ,° �- yX i � ? �//4V DRIFT BIN PER 1/S10j / Y �� �.:, (3)#4B BALANCE Ai 48 0 C. DRILL �ii�, ������ �Y��ij CONT SLAB REINE AT W FTG MUST BEAR ON ,,, PROVIDE#4X2' 6"DOWELS AT PER 13 87 ��' W AND EPDXY,EMBED 2"' SLAB SPACING BELOW 1-6 (3)�f4B 1 6" (3)p4B NATIVE SOIL OR STEM WALL BEYOND / INTO SLAB TRENCH DRAIN W Q FTG MUST BEAR ON FTG MUST BEAR ON 2 MIN CONT.BARS NATIVE SOIL OR PROVIDE//4x2-6 DOWELS AT NATIVE SOIL OR PROVIDE/{4x2'-6 DOWELS AT COMPACTED STRUCTURAL FILL EPDXY W/4 EMBED AT BEARING WALL AT NON-BEARING WALL O z LL STEM WALL BEYOND STEM WALL BEYOND COMPACTED STRUCTURAL COMPACTED STRUCTURAL ALL EPDXY W/4"EMBED FILL EPDXY W/4"EMBED O FOUNDATION SECTION SCALE S7 FOUNDATION SECTION SGALE3,4"- ,' 3 FOUNDATION SECTION S4 FOUNDATION SECTION 15 FOUNDATION SECTION Q o S] - - SCALE 3/4"- 7'-0" j SCALE 3/4"=1"-0' S7 SCALE 3/4"= 1'-G" - O (2)#4H AT TOP CAP PER ARCH ............................................................... ----_- 14 AT NON-BRG z z MATCH THICKNESS ---�^ S7 —SAW CUT JOINT PER S2 AND//4H AT 24"O,C, _ APPLIANCE PER ARCH ) CENTER WALL/FTG ANCHOR TO SLAB PER AND REINS W/SLAB 12 AT BBC O W J SAW cur: ' MFR SPECS. PROVIDE LEGS INTO 57 PROVIDE JOINT SEALER 2 2"AT 8"SLAB �-1- AT ALL SAW CUTS SLAB REINF PER PLAN Q 4V AT 24' O.C. SHEARWALL SHEATHING #4 DOWELS AT 24"O.C. EA WAY DROP SLAB FOR SHOWER 1%2"AT 4"SLAB CONTINUE AT SAW CUT O AND NAILING PER PLAN DRILL AND EPDXY, EMBED 6"INTO SLAB #4H AT EDGES, TYp PAN PER ARCH LAP DOWELS 2'-0"MIN , « « - 8"CMU Pi 2x6 PLATE W/%8°0 A.BOLT PER CONTRACTOR OPTION: #4 U-BARS IN LIEU OF INOWIDUAL DOWELS ' SCHEDULE(48"O.C.MAX) W/ LAP SLAB / /\/ a #AV DOWELS AT 24'O,C. WASHER PER Si I 6"ELEVATED SLAB � � / / / / ALTERNATE HOOKS /�4 CONT. UNDER BAR 2'�1", TYP Q V/ /� �V// / �/�'///�/ SHEARWALLS z CONC. CURB SAW CUT JOINT CLIENT: z FLOOR FLOOR FLOOR g CONTROL JOINT PER S2 C .RLETTI ARCH. « - a PROVITF VR'T CFAI FR � DESIGNED BY: n N .^,� rF.^^ . _i �. �.�✓ A iS SAW CUT: SLAB RE KJM/RT/SGT ate.- d- -• -Q.i n�.:` y � v;^^i, Cx',t: gT�., STEP FOOTING -2-0:• 2�2::Ai 8"SLAB INF - / GREASED DOWEL Ai�8"'OG 1�"A CONTROL DRAWN BY: JH o i 4"SLAB STOP AT JOINT D - ` � FTG MUST BEAR ON _ 'o i 3'-6 SO - AT 12"O.C. ?' ; WHERE OCCURS, (3)//48 CONLPER PLAN PER SCHEDULE _ " NAY SEE DETAIL H S7 -- {�'" t- _ CHECKED BY: o < K" COMPACTED STRUCTURAL FILL y�: / �. �" " e FTG MUST BEAR ' 8•MIN PER ARCH 8"MIN JJ/JN NATIVE SOIL OR �� DATE: } ,. ai Y`f y MAY 21, 2020 - COMPACTED STRUCTURAL ALL FTG ° UOUS CONTINUE(2)#5 THRU SHEET NUMBER: a ND _ WHERE _CURS PER TER y 2•-D - PE FLAN CONTROL JOINT WHERE PERP TO JOINT "' AS CALLED OUT ON PLAN )6 FOUNDATION SECTION » FOUNDATION SECTION= i8 FOUNDATION SECTION �9 FOUNDATION SECTION zo FOUNDATION SECTION S7 S� SCALE 3/4° 1'-0" S] SCALE 3/4"=1'-0- S/ SCALE 3/4"= 7"-0" S] SCALE 3/4"= 1"-O" S] SCALE 3/4"= 1'-0" SHEARWALL SHEATHING SHEARWALL SHEATHING FLOOR IUnir AND NAILING PER PLAN FLOOR NAILING AND NAILING PER PLAN PER H�NANA PER PLAN AT PARA. COND PROVIDE 16d PER SCHEDULE 16d PER SCHEDULE E m PROVIDE I%' TEL ELKS AT 48"O.0 2-BAYS lY°LSL BLKG i ',I DE O.C. MAX) (6' O.C. MAX) 2 BNY. < FLOOR NAILING 10d A7 4 O.C. W/10d AT 4"O.C. FLOOR NAILING AT 48 �-n^O C AT 48' O.C. W/10d AT 4"O.C. PER PLAN - AT PARA. COND FLOOR NAILING INTO EA BLOCK FLOOR NAILING z FLOOR ,� ,. 5�OCK iY"LSL RIM 1Yz'LSL RIM G IY2"LSL RIM SUBFL h ly"LSL RIM SUBFLOOR J SUBFLOOR J SUBFLQOR � V- w f rc EXTEND SW SHEATHING DOWN ii n - W/EDGE NAILING z 16d EA SIDE JOIST INTO EACH PLATE AND RIM 16d EA LTP4 NOT REQUIRED PER SCHEDULE , SIDE JOIST LTP4 PER SCHEDULE TOP PLATE NAILING LAFS a MIS (10d AT 6' O.C.MAX) LTP4 PER SCHEDULE _ PT 2x6 PLATE W 34"'A. BOLT PER SCHEDULE A35 PER SCHEDULE w o(16"O.C. MAX) PER SCHEDULE IF R c nru�P! r (16"O.C. MAX / 1/ LSL BLKG NAILED INTO P, 2x6 PLATE NAILED INTO AT 8'-0"O.C. (16"O.C. MAX o OR TOP" ATHING a„ (Ai 48"O.C. MAX) ) TOP PLATE AND RIM NAILED TO W//a A. BOLT PER SCHEDULE TOP PLATE AND RIM EA SIDE °� TOP-TOP PLATE CMU PER ELEVATION (AT 48"O.C. MAX) O _ SHEARWALL SHEATHING CMU PER ELEVATION AND NAILING PER PLAN SHEARWALL SHEATHING _ AND NAILING PER PLAN o _ n SECTION 2 SECTION 3 SECTION 4 SECTION z S8 SCALE 3/4"= 1'-0" S8 SCALE 3/4"=1'-0° S8 SCALE 3/4"= 1'-0" S8 SCALE 3/4"= 1"-0" N SHEARWALL PER PLAN °J INSTALL STHG PRIOR TO SHEARWALL PER PLAN SHEARWALL PER PLAN o o PLACING TRUSS INSTALL SH TG PRIOR INSTALL SH TG PRIOR m TO PLACING TRUSS TO PLACING TRUSS 10d AT 6"O.C------ m 10d AT 6"0 C 10d AT 6"O.C.� o o 2x6 LEDGER W/ 2x BLKG ROOF SHEATHING ROOF SHEATHING 3-16d AT EA STUD 2x 8LKG -2x ELKS N m= a a:AND 16d AT 6"0 C. - - INTO BLKG - BALANCE 76d PER SCHEDULE PER 1/S8 (AT 6"O.C. MAX) BALANCE FLOOR NAILING PER 1/58 / PER PLAN 2x8 LEDGER W/ SUB L00 SURFLOOR SURFLOOR h 3-16d AT EA STUD Y �� � STAIRWELL I 1 I - rRuss TIGHT To SHEATHING -/ rRuss nc1+r TO SHEATHING W/(2)l6 "17 W/(2)16d AT--- HANGER PER EA STUD AND 16d AT 6"O.C. EA STUD ANC - TRUSS MFG INTO 2x RLKG SHEAR SHEA ':G AND N, ING PER F N 6 SECTION SECTION SECTION M. C4 POF W4Sl{��JC 1 tiE pl l � x y SS SCALE 3/4"=1"-0" S8 SCALE 3/4"=1'-0" S8 SCALE 3/4"- 1'-0" % 1 t i, ) 4,�Tip 11 _ K"Z�.07 tam I ��SS�ONAL ENG � I z O Q N Q � N W (n CO W CD � � I Q z z0 � z n, 0 o Q v� CLIENT: CARLETTI ARCH. DESIGNED BY: KJM/RT/SGT DRAWN BY: JH CHECKED BY: JJ/JN DATE: M9" 21, 2020 SHEET N,U`UMMIBRR: V V ROOF NAILING ROOF NAILING 2x BLKG ROOF NAILING 2x BLKG ROOF NAILING _ PER PLAN 2x BLKG ROOF NAILING PER PLAN PER PLAN PER PLAN A35 AT i6' O.C. PER PLAN 2x BLKG A35 AT 16"O.C. 2x BLKG _ A35 AT 16"0 C. TRUSS CONNECTION CONNECTOR A35 AT i6"O.C. PER MFR(DESIGN FOR 1550LB UPLIFT PoPPEP {TE W/ A35 AT 16"O.C. TRUSS CO 2x RIM ONN T N 2x6 RIM AND 300LB HOME LOAD 2x RIM i 14 , TRU S C EC 10 ISSOLB UPLIFT ).r � PEP (DESIGN L' 'S50LB UPLIFT m,._ �PERSMFR W� AND 3C. - 2x4 OUTRIGGERS _ TRUSS 2x8 W/LBV PER MFR IDFS GN FOR i 2x RIM ..- - A - - i ""ID � ' CRE AT 24"O.0 ,. .-. � .,. ,. i � � t!'/X� •' Y,� /x v / �. `X` :�,Y v --...LOB EA END 2x RIM ; ,!� _ �l (2)2x6 TOP PLATE TC EXTEND TOP CHORD OVERHA RIP2TOPTOPA SATE OVERHANG PER A35 EA EXTEND ARCHR 2"�0"MAX D�PTHLOPE, 1"MIN EXTEND PER ELE✓Ah_ ,� _ -- - w RIP TOP PLATE i 2 2x6 TOP PLrI w _ 7 (2)2x6 UP PLATE RIP TOP HGH�� TOP CHORD O ARCF - 4iAX A35 EA - PLATE FOR SLOPE 1'MIN 2x8 OUTRIGGERS OUTRIGGER ARCH, 2'-0' MAX OUTRIGGER TOP CHORD e„ () DEPTH AND /s m A.BOLi AND A7 16'"O.C. III RIP TOP PLATE FOR SLOPE, 1"MIN OVER1".".' WASHER PER Si TOP BARS PER ELEVATION FOR SLOPE, 1" IN DEPTH (2)2x6 ARCH OVERHANG PER ARCH, 6'-0"MAX w - TOP PLATE - 6'-0"MIN X SHEARWALL SHEATHING SHEARWALL SHEATHING SHEARWALL SHEATHING BARS PER ELEVA➢ON� - BARS PER ELEVATION�� m = OPEN WEB TRUSSES OPEN WEB TRUSSES o AND NAILING PER PLAN AND NAILING PER PLAN PER PLAN AND NAILING PER PLAN PER PLANF'�CMU �i w OPEN WEB TRUSSES OPEN WEB TRUSSES12 OPEN WEB TRUSSES BALLOON FRAMED STUDS PER PLAN BALLOON FRAMED STUDS BALLOON FRAMED STUDS WALL PER ELEVATION PER PLAN LI - PER PLAN o PER PLAN PER PLAN PER PLAN CMU WALL PER ELEVATION b IG ROOF SECTION 2 ROOF SECTION 3 ROOF SECTION 4 ROOF SECTION 5 ROOF SECTION Z So SCALE 3/4"= 1'-0" S9 SCALE 3/4"=1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 7'-0" S9 SCALE 3/4"= 1'-0" N ROOF NAILING 2x Si KG d m ROOF NAILING 2x BLKG PER PLAN A AT 2x6 OUTRIGGERS 10d AT 4"O,C. PER PLAN AT 24'O.C. o A35 AT 16"O.C. 2x RIM '�.0 ROOF SHEATHING AND a o 2x6x2'-O"LEDGER A35 AT 16"O.C. NAILING PER PLAN = 2x6 OUTRIGGERS Tf � •'� r • �� m o AT 24'O.0 _ _ i w v,. cnc c^PEWS ROOF NAILING TRUSS CONNECTION A35 EA 1: �1` =- -. _�.. �I:ORD ROOF NAIL G LAN PER MEN _ - �PRRFPLIAN N o N PER P OUTRIGGER A35 EA l � PER PLAN 2x BLKG 2x RIM OUTRIGGER 2 0 MAX TRUSS BLKG SHEARWALL SHEATHING 2xfi BRACE AT 8'-0" /'- LI- PER 16/S9, TOP BARS (2)2x6 TOP PLATE 22x6 TOP PLATE �' � -- , AP O AND NAILING PER SCHEDULE - W 4 /0x3" SDS SCREWS RIP TOP PLATE L SHEATHING ELEVATION P R I E s OVER NAILER W /0 ABOLT AND TYPE 6 r B A A35 EA :j WASHER PER S1 I - FOR TSLOPE, 1" ROOF NAILING MIN OUTRIGGER i OVERHANG PER °!� •.x�-• PER PLAN %ES ARCH, 2'-0"MAX OPEN WEB SHEAR TRUSSES 4 r� (2)2x6 2x6 STUDS AT 76"O.C. -� AT 8 0°0 C. 2x6 HOAN BLKG TOP PLATE TOP AND BTM DESIGN FOR AN AXIAL 2x6 PLATE W —(4)Ya''0 SDS SCREWS - - FORCE OF 250 ELF 10d AT 6"O.C. TRUSS PER PLAN 10d AT 4"O.C.�,J, / TYP BRACE CONNECTION W/A35 EA END ,I FURR BUILT INTO TRUSS 716d AT 6 O.C. FASTENER LENGTH SHALL a OVERHANG PER OPEN WEB TRUSSES PENETRATE 1Y'"INTO ALL A35 AT 24"O.C. BARS PER ELEVATION 2 Pi 2x4 PLATE W SHOT PINS / �' OPEN WEB TRUSSES ARCH, 2'-0'MAX /PER PLAN �, 's,ABERS BALLOON FRAMED STUDS PER PLAN _ 12" / / SHEARWALL SHEATHING PER PLAN AT PER O.C. 2x6x2'-0"LEDGER (2)DTT2 TIES W /a x3"SDS SCREWS BEAM PER PLAN , CMU WALL PER ELEVATION 2x8 /e SHEATHING W W/Y2"6 ALL THREAD 10d AT 4'"O.C. AT 4 O.C.INTO BTM CHORD AND NAILING PER PLAN STUDS PER PLAN SHEARWALL SHEATHING HSS ROUND TUBE 14 -AND(8)Ya'x1Yz'SDS BEAM PER PLAN EA SIDE OF BRACE AND NAILING PER PLAN PER PLAN S9 f�,-h•���� 6 ROOF SECTION ROOF SECTION FRAMING � ROOF SECTION 9 ROOF SECTION ro ROOF SECTION v E WASH J,�� S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"=1'-0" S9 SCALE 3/4' 1 0" S9 SCALE 3/4"- 1"-0" S9 SCALE 3/4"=1'-0" ROOF NAILING 2x BLKG W/VENT HOLES NOTCH TRUSS NOTCH TRUSSyiayfl��1�`: ROOF SHEATHING AND ROOF SHEATHING AND PER PLAN 2"DEEPER THAN TRUSS ROOF NAILING FOR OUTRIGGER 2xfi OUTRIGGER (8)8d EA ROOF NAILING FOR OUTRIGGER 2xfi OUTRIGGER (8)8d EA PC P6 TOP CHORD PER PLAN AT 24"O.C. PLATE PER PLAN AT 24"O.C. PLATE ��FS NAILING PER PLAN NAILING PER PLAN __ _ SioNgL EN� ROOF SHEATHING AND L — � ROOF NAILING ROOF NAILING NAILING PER PLAN 16d AT i6d A7 --- PER PLAN PER PLAN (2)16d s"0.c. (2)16d s"0.c. 2x BLKG ALIGN AT OUTRIGGERS 2x BLKG ALIGN AT OUTRIGGERS \� \ OVERHANG PER W/SHEATHING A35 EA W/SHEATHING A35 EA RIPPED 2x BLKG RIPPED 2x BLKG TPA AT 24"'O.C. BRACE BRACE LTP4 CLIP OR \ LTP4 CLIP OR ARCH, 2'-C"'MAX LTP4 AT 24' O.C. z i W/VENT HOLES� A35 PER SCHEDULE W/VENT HOLES A35 PER SCHEDULE 2x6x2'-O" 2x6x2'-0"' (AT 24"O.C. MAX) (AT 24"O.C. MAX) PLATE PLATE O 1 MIN SHEARWALL SHEATHING 1 MIN (� TRUSS PER PLAN TRUSS PER PLAN SHEARWALL SHEATHING 2 MAX AN->' ^-- 2 MAX AND NAILING PER — Q N �(2)SDWC154600 1 � SCHEDULE TYPE Loxry 1 i SCHEDULE TYPE A i, 2xfi BRACE i, 2x6 BRACE Q N OVERHANG PER SCREWS EA TRUSS \ TRUSS PER PLAN AT 12'-0"O.C, AT 12'-0"O.C. (� LTP4 PER SCHEDULE ARCH 2'-0'"MAX OO (2)SOWC154600 OVERHANG PER (16"'O.C.MAX) \ A34 EA SIDE '', A34 EA SCREWS EA TRUSS BEAM PER PLAN H25 EA TRUSS OR NAIL TO BRACE NAIL TO dnALL W ARCH,2'-0"MAX NAILED INTO SDWC15600 INSTALLED SHFARWAII SHEATHING TOP PLATE AND RIM SCREW TO PLATE SCREW TO PLATE r PLAN STU05 PER PLAN PER MFR SPECS. W/#m" W///Sx2" �_ >Q> A35 RED A35 AT 24 O.C. O IF BT INI SHEARWALL SHEATHING STUD PER PLAN LTP4 AT z LAPS BLKG, 2"MIN AND NAILING PER PLAN 24'O.C. BEAM PER PLAN z z 5 ROOF SECTION �2 ROOF SECTION �3 ROOF SECTION �4 ROOF SECTION T5 ROOF SECTION � o S9 SCALE 3/4" 1'-0" 112V SCALE 3/4"=1"-0" S9 SCALE 3/4"=1'-0" S9 SCALE 3/4"=1'-0" S9 SCALE 3/4"= 1'-0" L- O %6"SHEATHING L z W/8d AT 6"O.C. SHEAR TRUSS EA BAY PER PLAN,DESIGN 2 0 MAX O W J DESIGN TRUSS PROVIDE PANEL - AND 4'-0"0 C FOR 250 PLE AXIAL TYP ROOF SHEATHING O TO BEAR ON ROOF EDGE EDGE NAILING BEAR TRUSS ON FLOOR EXT. WALL NAILING INTO SHEAR TRUSS LOAD TOP CHORD WALL BELOW 2x6 ( SYMh1 OR RLOOF O Q EA SEC 2x4 FLAT TYPICAL ROOF RIDGE 2x4 SUPPORT EVERY OTHER RAFTER BAY BLKG BRACING PER TRUSS LOCATE DIRECTLY OVER TRUSS AROUND TRUSS MFR W/(3)10d i0 RAFTER - r---- .i PERIMETER 2x4 RAFTER A34 EA RAFTER HDR PER PLAN —� AT 24"O.C. W/#&2"SCREW TIGHT TO PLATE 2 TO PLATE 2x4 TIE EA RAFTER SEE ARCH SINGLE TRIMMER TYP 2"MIN ERG 2"MIN BRG ETC CLIP W/(4) 10d EA END 2xfi PLATE W/ DBL AT 4x10 cuENr. 2x6 BLKG W/ EA TRUSS (2)#&T'SCREWS AND LARGER CP,?LETTI ARCH. i6d AT 3"O.0 2x6 BRG BLOCK W/ EA TRUSS DESIGNED BY: .i DOUBLE TOP SILL ROOF EDGE RUiU�'RT SGT ._ --- - -- (3) 16d EA SUPPORT � - 16d AT 6 O.C. U.N.O. (NAILING DRAWN BY: 2"MIN TRUSS BEARING NON-BRG ,, JH PANEL EDGE NAILING 1x TOP DOUBLE BTM SILL n OR PR VIDE rRuss ��H2 TIE (1)H2.5 TIE WALL I PER SHEARWALL 4 16d __ PLATE U.N.O. H2.5 TIE () CHECKED BY: SCHEDULE TYPE"6" EA BAY HOE P -, irP EA TRUSS AT TRUSSES SPANNING EA TRUSS MAIN ROOF JJ JN WALL W/ F a LESS THAN 25FT, NON-BEARING WALL TO BRACE SH A ING TRUSSES SHEATHING AND - �_AN BEARING STUDS (2)H25 TIES FOR SPANS WHERE NO INTERSECTING WALLS DATE: PER PLAN PER PLAN LESS THAN 55' OCCUR WITHIN 8'-0" SHEATH TRUSSES MAv 71, 2020 BEARING STUDS PRIOR TO OVERFRAMING SHEET NUMBER: SECTION AT SHEAR TRUSS PER PLAN INTERIOR BEARING �6 ROOF SECTION ROOF SECTION s ROOF SECTION 9 ROOF SECTION zo HEADER DETAIL S9 S9 SCALE 3/4"=1"-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"=1'-0" S9 SCALE 1/2"=i'-0" ROOF SHEATHING AND OVERFRAMING PER 19 S9 4 Y<"4x3"SOS SCREWS / NAILING PER PLAN ROOF NAILING () PER PLAN 2x BLKG W/VENT HOLES INTO BLKG 6x12 FLAT ROOF NAILING! ROOF LING! 2"DEEPER THAN TRUSS TYP BLKG W/A35 PER PLAN PE A i TOP CHORD EA SIDE, EA END o w 2-3'0 PIPE FOR ATTENNA 9 - w T/ '� ROOF SHEATHING AND 59 %"x11"x11" w 1�@ C r./ ROOPERAPLAN NAILING PER PLAN _._. ........ - BASE PLATE L ROOF NAILING— -- ---- a PER PLAN ` A35 PER SCHEDULE FOR 250 PLF AXIAL LOAD CMS P 16 HOLE 1 2"' TYP EDGE�TP4 CLIP OR SHEAR TRUSS DESIGN STRAP CENTER OVER DIST � LE HSS 2"x3x'"'BRACE o i6d AT (AT 24 O.C. MAX) EQ EO 6x12 FLAT 6"O.C� LOCATE P R PLAN, BLKG W A35 2x4 PLATE W/i6d AT / > 16d AT 6"O.C. INTO TOP PLATE — ` TOP CONNECTION- ELEVATION ALIGN TRUSS EA SIDE, EA END rc TRUSS PER PLAN 6"O-c HGAIOKT EA SIDE (4)Y"0x3""SOS SCREWS OFPIPE STUDS INTO BLKG? LEV RIPPED 2x BLKG / TYP DBL TOP PLATE W/VENT HOLES \ TRUSS PER PLAN PER SW/S5,MATCH STUDS �LTP4 PER SCHEDULE \ i � 2'_71 - 16"O.C. (2)SDWC154600 ( MAX)) H25 EA TRUSS OR a^ Y x12 AT SCREWS EA TRUSS NAILED INTO (3)/y 0 THRU BOLTS o BASE PLATE TOP PLATE AND RIM SDWC15600 INSTALLED / _i SHEARWALL SHEATHING - PER MFR SPECS. W FINDER WASHERS STUDS PER PLAN EA SIDE 2' TYP EDGE m A A35 NOT REQUIRED N w DOE STUD DIST. IF BTM SHEATHING o SHEARWALL SHEATHING STUD PER PLAN EA SIDE EQ EO LAPS BLKG, 2"MIN AND NAILING PER PLAN BASE CONNECTION-ELEVATION H25 EA TRUSS ROOF SECTION ROOF SECTION 3 ROOF SECTION ROOF SECTION ° =r�=� Z 4 amo<� S 9.1 SCALE 3/4"-1'-0" S9 1 SCALE 3/4"-1'-0" S9 1 SCALE 3/4"= 1'-0" S9 SCALE 3/4"- 1'-0" (4)5%"0 ALL THREAD DRILL AND EPDXY E ,F BEAM o STRAP PER PLAN ROOF EDGE NAILING ROOF SHEATHING STRAP PER PLAN ROOF EDGE NAILING ROOF SHEATHING Y"END PLATE COY °i t / o � 8. WHERE OCCURS INTO BKG PER PLAN WHERE OCCURS INTO BKG PER PLAN �- > 2x6 BLKG TRUSS BLKG 2x6 BLKG - \ °i i° >o> m / BEAM PLAN PER - -- --- 1/4 TYP o m 11 2x BLKG W OF HANGER AT UPSET TRUSS PER PLAN BOTTOM CHORD TRUSS TRUSS PER PLAN 76d AT 6"DO. 1 ° � a d - -------- =1 %"x72 0 w �o E xI' I.. TRUSS PER TRUSS PER BEAM i0 PLATE PLAN PLAN BEAM TO COLUMN 1/4 PLATE 1/4 R BEAM PLATE ELEVATION A SUSSES OVER ATIGN Bt rA _�TN�VER A - %"KNIFE PLATE, FF > CENTERED ON PLATE (2)SOWC15600 PROVIL 'x"-0 W/(TI„ �,)d AT 3RIDO�ING Ya"KNIFE PLATE AT BE NO AND PRO✓ x10 LEDGER lti 3 ' d 4L"SDS SCREWS EA TRUSS W (2)RN AT 3' 0 C (4)%'0 ALL THREAD 1 4 TYP ' O a z HSS 5.00"0x025" DM9EDRILL A6"MINND OXY ..�' i EA OBL TOP PLATE �" FT"R ": s'2x4 2"SDS SCREWS AT 1 2 AT EA PATTERED COLUMN - o 0 STUD AND(1)INI '.ATE) PER 2/S4,MATCH STUDS (() HSS 5.000"x0.25" i�„ HGR �SS MFG STUD AND(1� TO TOP PLATE) BATTERED COLUMN 2 2x6 BLKG GIRDER TRUSS PER PLAN 9" TYP SNEARI;:tL SHEATHING HGR PER TRUSS MFG DROP TOP CHORD FOR AND Nf._�NG PER PLAN STUDS PER PLAN 2x4 BRIDGING CONNECTION EA�SIDE 1�4 �„ B BATTER COLUMN PLATE ELEVATION B 6 ROOF SECTION / ROOF SECTION 9 BATTER COLUMN SECTION SCALE 3 4'- I"-C" SCALE S9.1 / - S9.1 scA E 3/4"=r-o" r S9.1 SCALE 3/4"= 1'-0 1 2x6 OUTRIGGERS AT 24"O.C. - (2)%"0 WS.S. Y��END PLATE ROOF NAILING A35 EA FL INSTALL PLATE AND ANCHORS (2)%0 BOLTS—� "�^xE 2x BLKG PRIOR i0 PLACING STEEL BEAM sS�D ENG PER PLAN OUTRIGGER 10d AT 4"O.C. BEAM PER PLAN COiINTFR BOPF ON AF"M NAL �A35 AT (2)#5 CORNER BARS � d `id SIDLD I�MAX=N E %"KNIFE PLATE 2x RIM / 16' O.C. Ai ANCHORS `; ff111 Q Q CENTER IN BEAM PLAN L A35 CA7` ` - 6 p r P __ _ _ __ OUTRIGGER 2'-0"MAX .� ; A35 EA END TE BEAM TO CENTER OF 4 BDALUMN Z 0 SHEARWALL SHEATHING /�T �� CS16x48"STRAP 1/4 PLATE CENTERABEAM N/ � i 1 4 M TOBEAM TO ya"END PLATE �= / COLUMN AND NAILING PER SCHEDULE '� 1 - - ON PLATE Q N TYPE©. f-- ,-A,�f` HOG COLUMN----- HSS COLUMN < N PLATE ELEVATION PER PLAN PER PLAN FIRS COLUMN PER PLAN co 2x6 'ICES Y CJT5Z, OFFSET TO 2x6 SNDS AT]6"'O.0 P- - /� ��� 11 Q7 2x6 PLATE W/ AT 8-0' OC. A AVOID BOLTS LLJ /6 SHEATHING W/ 16d AT 6"O.C. i 10d AT 4"O C-----i 1 1Od AT 4"O.C. Q (4)Ya 0 CDC "REWT S9 EA SIDE OF BRACE (2)DTT2 TIES - _ �; TYP B""^F 4 .E..ION FRAMING �i� CONNECTION PLAN W i FASTE LENGTH SHALL A -PEAM AT CMU B-BEAM Ai INTERMEDIATE COLUMN C-BEAM END AT COLUMN W/Yi'0 ALL THREAD '�_., 1 ,�, c AND(8)Ya x1Y2' SOS PENET ATE tY"INTO ALL �— -- �_ I MEMBERS SHEARWA I FPAINC 1 I CD HEADER PCB— 2x8 14 BEAM AND COLUMN CONNECTION DETAIL 15 COLUMN CAP DETAIL z o PLAN , BEAM PER PLAN S9 1 SCALE 3/4"= 1'-0" S9 1 SCALE 3/4"= 1'-0" (� PT 2x6 AT FACE OF CMU W/Yq"0x23/a TITEN 2 AT 16"O.C. BALANCE Q BEARING AND KING STUDS SE PER 14/S9 a (4)�/"O A325 � LLJ L z PER DETAIL 20/S9 �ALL�0 ALL DOLTS y � ' --- - NOTCH NSS FOR GUTTER � - �;x"""��. �I " A325 2x6 BLOCK EA SIDE POST BOLTS TYP CENTER IN POST Y PLATE i6 �" 1 S6. C12x20J I" 2" TYP W/%"PLATES 4x6 POST W/(3)Ya'0x3'SOS LAGS Q 1"CPO g AND 1N AT 3 0C. UNDED PLATE L1— M W L VIS PER ARCH 1 NOTCH FOR GUTTER 6xfi E^ R BEAM W/ABU POST BASE ; ` X YP EL, ROOF NAILING /4"TYP WHERE OCCURS O T Il ROD MIN(8)10d EA BLOCK - _ s I BLKG PER 14/S9 Y"PLATE ° - HSS8x3x3/16 I�' W/IN 24" EA SIDE �_ OF AWNING 1Y k--1- CLIENT: ALIGN BEARING STUDS ] - A34 EA SIDE CARLETTI ARCH. I... '.i BEAM PER AT BTM OF POST A - HSS PLATE wIm FACE of OPENING ELEVATION B - ROD PLATE ELEVATION 1 c HEADER PER PLAN PLAN - ----- ----- SCALE: 3/"- 1'-0' SCALE: Y4 - 1'-0' DESIGNED BY: BELOW - ° POTS PERE ALA 4x6 POST L2x2xY z 0/y6"x3"WASHERS 3 KJM/RT/SGT EA END OF AWNING ROOF AWNING PLAN _ ____ ---- L `" COUNTERBORE 1"MAX DRAWN BY: IN ROOF SPACE SCALE: 3/e =1-0 / A EV INTO POST TOP AND TYP JH BTM / POST PER PLAN CHECKED BY: BEAM PER PLAN) W/HGA10 EA SIDE TOP/BTM JJ JN TYP / DATE: MAY 21, 2020 ROOF AWNING SECTION SHEET NUMBER: SCALE: /a",- 1' 0" 16 ROOF SECTION / AWNING DETAIL S9. 1 59.1 SCALE 3/4"= 1'-0° S9.1 SCALE 3/4" ANCHOR BOLT SCHEDULE W/SB 2x6 BLKG T/B HEADER TIGHT TO COIL STRAP PER PLAN END OF BEHIND STRAP ROUGH OPENING OR [TOP AND BTM WINDOW HOLDOWN No. KING LOCATE 1/2"FROM ROUGH PANEL NAILING END OF BOLT DIA EMBED SHEAR WALL PER TABLE PLATES SIMILAR i0 PANEL NAILING ANCHOR STUDS BTM SILL PLATES OPENING INTO N HD STUD END OF m INTO EA HD STUD SHEAR WALL s„ 717 SHEAR WALL ¢z HDU4 SEI%0x24" 18'"MIN (2)2x6 [ USE PANEL EDGE ';OUBLE HOLDOWN STUDS z - HDUII S81°0x30" 24"MIN (3)2x6 NAILING AT HD STUDS I EJTH FLOORS w �. (1 (2)2x KING STUDS AT HOLDOWN w o w CRIPPLE STUDS BOTH FLOORS �� m o CRIPPLE STUDS (SHIFT HOEDOWN STUDS W/ABOLi p z AS REO'D - 'TRAP AS REQ'D AS NEC.) z OCCURS PER PLAN - HDU5 PER PLAN LAG 16d AT PANEL EDGE C PLACE OVER SHEATHING E L W/ E V) z 3 o Kill.TT nC AT SCREWS PER MEN AIL SPACING > SB ANCHOR BOLT _; Hi ., R SCHEDULE L OPENING STRAP END LENGTH%"0 F7554 A36 ALL-THREAD w " 1 77 PER TABLE W DBL NUT AND WASHER - HOEDOWN DIA PER SCHEDULEA '— 2 2x4 FLAT BLKG — r L / "r >w_ - AN MA EIVD NAII ING - AIL 1 '-R MFR O - -� FLOOR STRAP ,._ r "v�- .TE PERMITED TO SHIFT A.BOLT PER PLAN �. .m... . "-- CS16 ,x 2 Lx UP TO 3' FOR ANCHOR IN FLOOR SPACE -r ';- (3)2x PANEL EN INTO PLACEMENT FLOOR J� �pgST14 30" (33) 76d(2)2x (3)2x FULL LENGTH KINGUJ STUD EA FLOOR�,OPENING S1DE AT HOLDDOWN oANCHOR BOLT �` ° CMU PANEL EDGElj4STUDS PER ANCHOR m - w VERTICAL AND HORIZONTAL _ REINFORCEMENT OF °w - BTM SILL PLATE PER ELEVATIONS NAILING BOLT SCHEDULE AT HOEDOWN CONCRETE " PER TABLE CMU PER `"' (2)J/5x6'-0"AT i/B OF HD DETAIL m o STEM WALL f• ( ELEVATION ANCHOR(1)EA SIDE, HOOK < BARS AT CORNERS OF WALLS - HDU DETAIL 2 MST DETAIL 3 OPENING IN SHEARWALL DETAIL 4 HDU HOLDOWN AT CMU 5 SHEARWALL DETAIL z S(� SCALE 3/4"= I'-0" S(Q SCALE 3/4"- 1'-0" SCALE 3/4"- 1'-0" S(O SCALE 3/4"- 1'-0" S10 SCALE 1-1/2"= 1'-0" o` 3 E ct . Nt'n� aii 3 LPN N. JAA,I �c4' eF wnsHx C.ri t j 3 i v NAIL ENG z (n Q N W � N Q cj� CO W W J J � W >- _z = W J U n, 0 Q (J� CLIENT: CARLETTI ARCH. DESIGNED BY: KJM/RT/SGT DRAWN BY: JH CHECKED BY: JJ/JN DATE: MAY 21 2S7D SHEET NUMBER: S10 ARLINGTON FIRE DEPT . SMOKEY PT. STATION MECHANICAL DESIGN SYMBOL LIST MECHANICAL/ELECTRICAL COORD. SCOPE OF WORK p CARLETTI ARCHITECTS F.S. SYMBOL ABBV. DESCRIPTION SYMBOL ABBV. DESCRIPTION UNLESS OTHERWISE INDICATED,ALL MECHANICAL EQUIPMENT MOTORS AND CONTROLS SHALL HVAC CONSISTS OF A VRF MULTI ZONE HEAT PUMP SYSTEM WITH HEAT RECOVERY.MULTIPLE wdiftwwre&plannirig BE FURNISHED,SET IN PLACE AND WIRED IN ACCORDANCE WITH DIVISION 23 OR 26 PER THE DOAS UNITS WITH HEAT RECOVERY WILL PROVIDE THE VENTILATION AIR WHICH WILL BE FOLLOWING SCHEDULE. PRECONDITIONED BY A SET OF DUCT HEATERS.ELECTRIC HEATERS WILL PROVIDE HEAT TO I� BALL VALVE TD T'STAT THERMOSTAT AUXILIARY SPACES OF THE APP BAY. II6 EAST FIR STREET FURNISHED SET POWER CONTROL THE APP.BAY WILL INCLUDE A FILTRATION SYSTEM WILL REMOVE EXHAUST DIRECTLY FROM APP SUITE A pQ GATE VALVE S SENSOR ITEM BY BY WIRING WIRING BAY. ALSO NATURAL GAS UNIT HEATERS. MOUNT VERNON, WA. 98273 --► CHECK VALVE © COs CARBON MONOXIDE SENSOR A MINI SPLIT HP WILL SERVE AN ELEC4T ROOM. N EQUIPMENT MOTORS 23 23 26 23 Phone: 13601 424-0394 GLOBE VALVE AFT ABOVE FINISHED FLOOR PLUMBING CONSISTS OF A DOMESTIC WATER SYSTEM WITH HOT WATER RECIRCULATION THAT Fax: 360 I 1 424-5726 y1� HEAT TRACE TAPE 23 23 2fi 23 WILL SERVE THE DEMANDS OF THE BUILDINGS.A V'AS I L SYSTEM l-IAI INC;LU7_S A SAND GAs COCK ARCH. ARCHITECT/ARCHITECTURAL T WATER SEPARATOR IS INCLUDED IN TF.IS DESIGN. VCI MOTOR STARTER AND 26 26 26 23 PRELIMINARY IT SOLENOID/MODULATING VALVE CDs CEILING DIFFUSER-SURFACE MOUNTED OVERLOAD HEATERS THREE-WAY VALVE COL. CEILING DIFFUSER-LAY IN __ GENERAL NOTES Our difference FUSED AND UN-FUSED 26 26 26 IS engineered. DISCONNECT SWITCHES -.hamis CGS CEILING GRILLE-SURFACE MOUNTED THERMAL OVERLOAD AND INSTALL SEISMIC BRACING FOR ALL DUCTWORK,EQUIPMENT AND PIPING PER I.B.C. growp.CGm RELIEF VALVE HEATERS REQUIREMENTS.PROVIDE ENGINEERED AND STAMPED DESIGN DRAWINGS IF REQUIRED BY CGL CEILING GRILLE-LAY IN IBC.CONTRACTORTO CONTACT OR HIRE A STRUCTURAL ENGINEER TO DETERMINE N BALANCING VALVE LOW VOLTAGE MANUAL 23 23 23 23 BUILDING AND SYSTEM IMPORTANCE FACTORS.UTILIZE[SAT OR OTHER SEISMIC BRACING PROJECT NO:0070622.00 COP COEFFICIENT OF PERFORMANCE OPERATING AND COMPANY. .66 FLOW CONTROL VALVE(SET FOR 1 GPM) SPEED SWITCHES MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE,AND DO NOT NECESSARILY DEMO DEMOLISH - (] AUTO-FLOW CONTROL VALVE REFLECT EVERY REQUIRED OFF-SET,FITTING OR ACCESSORY. V� DWG DRAWING CONTROL RELAYS AND 23 23 23 23 COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH BUILDING STRUCTURE AND ALL A NEW FIRE STATION FOR: PRV PRESSURE REDUCING VALVE TRANSFORMERS OTHER TRADES. CITY OF ARLINGTON (E),EXIST. EXISTING ITEMS VERIFY VOLTAGES AT THE SITE PRIOR TO ORDERING ANY EQUIPMENT. SMOKEY POINT STATION UNION LINE VOLTAGE T'STATS 23 23 23 -- THERMOMETER ELECT. ELECTRICAL AND SWITCHES PROTECT ALL DUCT OPENINGS OF FIRE RATED ASSEMBLIES PER I.B.C.716. ARLINGTON, WA 98223 EC ELECTRICAL CONTRACTOR LOWVOLTAGE 23 23 23 23 MAJOR APPLICABLE CODES: T'STATS 20151NTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS PRESSURE GAUGE EER ENERGY EFFICIENCY RATING LOW VOLTAGE CONTROL 23 23 23 23 20151NTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS WIRING FOR MNET ON VRF 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS VIBRATION ISOLATOR EFF EFFICIENCY/EFFICIENT TEMPERATURE 23 23 23 23 2015 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS P WATER HAMMER ARRESTOR FIRFLOOR REGISTER CONTROL PANELS 2015 WASHINGTON STATE ENERGY CODE CONTACT: PAUL ELLIS STRAINER GC GENERAL CONTRACTOR MOTOR AND SOLENOID 23 23 23 23 CAPITAL PROJECTS MANAGER VALVES,MOTORIZED * jE ANCHOR HSPF HEATING SEASONAL PERFORMANCE FACTOR DAMPERS GENERAL MECHANICAL NOTES 360-403-4603 .Dt7 BACKFLOW PREVENTION DEVICE HWR HIGH WALL REGISTER LINE VOLTAGE PUSH 23 23 23 - - BUTTON STATIONS AND EQUIPMENT SHALL MEET THE MINIMU,A EFFICIENCY REQUIREMENTS OF WSEC SECTION HOSE BIBB HWG HIGH WALL GRILLE PILOT LIGHTS C402.2.3. SYSTEM SIZING SHALL COMPLY WITH WSEC SECTION C403.2.2. �y TEMPORARY HEATING 23 23 26 23 ALL THERMOSTATS USED FOR BOTH HEATING AND COOLING SHALL PROVIDE A RANGE OR 1vAefq Rr�'�, • VTR VENT THROUGH ROOF I.E. INVERT ELEVATION CONNECTION U O _ DEAD HAND OF AT LEAST 5 DEG F.WSEC SECTION C403.2.4.1.2 yt O T ALL THERMOSTATS ARE TO BE SEVEN DAY PROGRAMMABLE,MICRO-PROCESSOR BASED. w CO CLEANOUT IPLV INTEGRATED PART LOAD VALUE TAMPER AND FLOW 23 23 23 ALL THERMOSTATS TO MOUNTED SUCH THAT THE TOP OF THE DEVICE IS 48"ABOVE SWITCHES FINISHED FLOOR. l9i1a810 S or W SOIL or WASTE LWR LOW WALL REGISTER • ALL HEATIN:,AND COOLING SYSTEM SHALL HAVE AUTOMATIC START CONTROLS FOR EACH MAGNETIC MOTOR STARTERS: HVAC SYSTEM,WSEC SECTION C403.2.4.2.3. ------------ V VENT LNG LOW WALL GRILLE a. AUTOMATICALLY CONTROLLED 26 26 26 23 • ALL DUCTVORK SHALL BE CONSTRUCTED AND SEALED PER SMACNA STANDARDS. IL ------- CW COLD WATER MC MECHANICAL CONTRACTOR WITH HOA STITCHES ALL DUCTVORK SHALL BE BRACED PER IMC 2015,DUCT SUPPORT SECTION 603.10. (1/2HP AND ABOVE) ALL DUCTWORK SHALL BE SEALED AND INSULATED PER WSEC SECTION C403.2.8 ---------- HW HOT WATER MECH. MECHANICAL BALANCING DAMPERS ARE REQUIRED AND TO BE LOCATED AT ALL DUCTS FOR SUPPLY, b. MANUALLY CONTROLLED 26 23 26 23 FRESH AIR,RETURN AIR AND EXHAUST TO BALANCE SYSTEM OPPOSABLE BLADE DAMPERS 18-261 --- HW/C HOT WATER RECIRCULATION (N) NEW c. FURNISHED WITH MECHANICAL 23 23 26 23 AT GRD'S NOT ALLOWED, EQUIPMENT. ALL RETURN AND EXHAUST TO BE DUCTED,CEILING PLENUMS NOT ALLOWED. -- - -/�--�---f- HWC HOT WATER RECIRCULATION WITH HEAT TRACE TAPE OFCI OWNER FURNISHED,CONTRACTOR INSTALLED ALL OUTSIDE AIR,RELIEF AND EXHAUST OPENINGS SHALL BE PROVIDED WITH MOTORIZED FURNACE SHUT DOWN CONTROL 23 23 23 23 DAMPERS,WSEC SECTION C403.2.4.3. RL RL RAIN LEADER e POC POINT OF CONNECTION • DAMPER LEAKAGE RATES SHALL COMPLY WITH WSEC SECTION C403.4.3. REVISIONS: ELECTRIC HEATING AND BASEBOARD 23 OR 26 23 OR 26 26 23 ALL COMPLETION REQUIREMENTS MUST COMPLY WITH WSEC SECTION C408.1. • ----------ORL---------- ORL OVERFLOW RAIN LEADER TYP. TYPICAL ALL REFRIGERANT USED SHALL BE R-410A.ELECTRIC DUCT HEATER 23 23 26 23 • ALL FXHAUST TFRMINATIONS SHALL BE A MINIMUM OF 10'HORIZONTALLY FROM,OR 3' ABOVE OUTDOOR AIR INTAKES. D D DRAIN U.O.N. UNLESS OTHERWISE NOTED ALL ROOF MOUNTED EQUIPMENT SHALL BE SECURED TO THEIR RESPECTIVE ROOF CURBS. PRELIM. SET 5 14 2020 G G GAS WCi PLUMBING FIXTURE TAG PERMIT SET 5-28-2020 F F FIRE SPRINKLER -MOTOR INTERLOCK BY MC;FIRE ALARM CONNECTION EF HWS HWS HOT WATER SUPPLY EQUIPMENT TAG BY EC. BID SET 7-8-2020 1 2015 WSEC TABLE C403.2.9 ----------HWR---------- HWR HOT WATER RETURN FLAG NOTE MINIMUM PIPE INSULATON THICKNESS(THICKNESS IN INCHES)a GHS CHS CHILLED WATER SUPPLY CONNECTION(NECK)SIZE FLUID OPERATING INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE(inches) TEMPERATURE RANGE Conductivity Mean Rating 1 TO ----------CHR---------- CHR CHILLED WATER RETURN 10"o CDL TYPE(CEILING RIFF.LAY-IN) AND USAGE(°F) Btu C in du ft2 °F)b Temperature,°F `1 <1-1/2 1-1/2"TO<4 4 TO<8 >8 300 CFM CWS CWS CONDENSER WATER SUPPLY FLOW RATE(CUBIC FEET PER MINUTE) >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 ----------CWR---------- CWR CONDENSER WATER RETURN �3"(125) FIXTURE UNITS or BTUH 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 UPS LPS LOW PRESSURE STEAM PIPE SIZE 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 C C,COND CONDENSATE DETAIL NUMBER 105140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 SHEET TITLE: 40-So 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 TPL TPL TRAP PRIMER LINE 1 SHEET ON WHICH DETAIL IS DRAWN <40 0.21-0.27 75 0.5 1.0 1.D 1.0 1.0 COVER SHEET e4 M1.0 -.DUCT SECTION-SUPPLY A.FOR PIPING SMALLER THAN 1-1i2INCH(38 MM)AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES; ❑ O SECTION INDICATOR REDUCTION OF THESE THICKNESSES BY 1 INCH(25 MM)SHALL BE PERMITTED(BEFORE THICKNESS V I DUCT SECTION-RETURN ADJUSTMENT REQUIRED IN FOOTNOTE B)BUT NOT TO A THICKNESS L=SS THAN 1 INCH(25 MM) _ SHEET ON WHICH SECTION IS DRAWN RECTANGULAR DUCT(INSIDE DIMENSION) 1 B.FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY =MINI E MINIMUM THICKNESS S,SHALL BE M1.a DETERMINED AS FOLLOWS T-R((1+7/R)K/K-1i WHERE:T MINIMUM INSULATION THICKNESS R=ACTUAL OUTSIDE RADIUS OF PIPE,T-INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID 12"o ROUND DUCT TEMPERATURE AND PIPE SIZE,K=CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE DUCT(INSIDE DIMENSION) REVISION TAG SL SOUND LINED iQ INDICATED FOR THE APPLICABLE FLUID TEMPERATURE(BTU x IN/H x FT2 x°F)AND K=THE UPPER VALUE OF -- THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. FLEXIBLE DUCT C.FOR DIRECT-BURIED HEATING AND HOT WATER SYSTEM PIPING,REDUCTION OF THESE THICKNESSES BY 1-1/2"INCHES SHALL BE PERMITTED(BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B BUT NOT TO ADJUSTABLE AIR EXTRACTOR THICKNESSES LESS THAN 1 INCH.TURNING VANE /'+ �/ LINE VOLTAGE-HVAC CONTROLS AND INTERLOCKS: DRAWING INDEX CONDUIT,CONDUCTORS AND CONNECTIONS BY VD VOLUME DAMPER ELECTRICAL CONTRACTOR. I. SHEET DESCRIPTION LOW VOLTAGE HVAC CONTROLS AND INTERLOCKS'. Pic MD MOTORIZED DAMPER LOW VOLTAGE CONDUIT SHAI I RF RIDDFR M1.0 COVER SHEET PROJECT ARCHITECT: DESIGNED THAT IS INCLUDED IN T-HE f"1EC HANICAL M1.1 SCHEDULES DOD BACKDRAFT DAMPER CONTRACTOR'S SCOPE M1.2 SCHEDULES F, RDH SFD COMBINATION SMOKE/FIRE DAMPER M1.3 SCHEDULES REC@IVQd DRAWN BY: FD FIRE DAMPER M1.4 VRF DIAGRAM M2.0 BELOW SLAB PLAN-PLUMBING SEP a`I 2O2[< CHECKED BY: ° PAD CEILING RADIATION DAMPER M2.1 FIRST FLOOR PLAN-PLUMBING SO DUCT SMOKE DETECTOR M2.2 MEZZANINE FLOOR PLAN-PLUMBING 02/14/2020 M3.0 FIRST FLOOR PLAN-HVAC -- - - DATE M3.1 MEZZANINE FLOOR PLAN-HVAC M3.2 ROOF PLAN-HVAC - M4.0 DETAILS COMPUTER FILE NAME M4.1 DETAILS m 10 00PYRIGHT 2010 CAXI_e T ARCHITECTS.P.B. CARLETTI ARCHITECTS F.S. andu smirs t p1mr ft 116 EAST FIR STREET SUITE A MOUNT VERNON, WA, 98273 PLUMBING FIXTURE SCHEDULE Fax: 1360) 424-5726 TAG DESCRIPTION LOCAL CONNECTIONS PRELIMINARY W V I HW CW Our difference CW1 WASHER-OFCI,208V/3PH,6.2 AMPS,40 LBS CAPACITY,INDIRECT DRAIN TO HUB DRAIN WITH AIR GAP 3" -- 3/4" 3/4" is engineered. w .harrlsgrcup.com ELECTRIC WATER COOLER WITH BOTTLE FILL STATION(ADA)-ELKAY LZSTL8W5(VR)*K,BARRIER FREE,SELF * DF1 CONTAINED,DOUBLE WALL HUNG,ELECTRIC REFRIGERATED WATER COOLER,8.0 GPH AT 50°F WATER TEMP.WITH 1 1/2"EA 1-1/2"EA -- 1/2"EA 80°F INLET WATER,FRONT/SIDE PUSH PADS,VANDAL RESISTANT BUBBLER,WITH BOTTLE FILLER STATION,115V,370 PROJECT NO:0070622.00 W,5 FLA.,PROVIDE COLD WATER STOP VALVE AND P-TRAP. UNDERCOUNTER DISHWASHER-OFCI,ROUGH-IN AND CONNECT DOUBLE HW STOP VALVE AT ADJACENT SINK, __ __ -- DWI PROVIDE AIR GAP FITTING AT SINK. 1/2 A NEW FIRE STATION FOR: FD1 FLOOR DRAIN-ZURN Z415-8,CAST IRON BODY,POLISHED NICKEL BRONZE STRAINER.INSTALL TRAP PRIMER FOR ALL 2„ 2„ __ _ CITY OF ARLINGTON FLOOR DRAINs. SMOKEY POINT STATION HOSE BIBB-ZURN Z1320 ENCASED ECOLOTROL ANTI-SIPHON,AUTOMATIC DRAINING WALL HYDRANT.INTEGRAL ARLINGTON, WA 98223 HB1 BACKFLOW PREVENTER,112 TURN CERAMIC DISK CARTRIDGE.STAINLESS STEEL BOX AND HINGED COVER. -- -- -- 3/4" HB2 HOSE BIBB-ZURN Z1325 VARI-TEMP COMBINATION HOT/COLD WATER,NOWFREEZE,ENCASED WALL HYDRANT FOR FLUSH INSTAI_IATION. HB3 GAS APPLIANCE SCHEDULE HOSE BIR3-ZURN Z1327-EZ HOT/COLD WATER,ENCASED WALL HYDRANT FOR NARROWWALL INSTALLATION. 3/4" CONTACT: VACUUM BREAKER. PAUL ELLIS TAG DESCRIPTION MAKE/MODEL LOCATION - BTU INPUT APPLIANCE INLET APPLIANCE NOTES LAVATORY(ADA)-COUNTER MOUNT,AMFRICAN STANADARD 0476.028,20X17 OVAL,VITREOUS CHINA,4"CENTERS, CAPITAL PROJECTS MANAGER MBH PRESSURE CONNECTION SIZE DELTA 501-DST FAUCET,1/2 GPM FLOW,GRID DRAIN,SCREWDRIVER STOPS 8 SUPPLIES,1-1/4"CP,17 GA CHROME WH-1 GAS WATER HEATER AO SMITH/BTX-100 MEZZ 100 7 in.w.c. 1/z, L1 PLATED P-TRAP,PLUMBEREX PRO-2000 SERIES P-TRAP/H&C COVERS,ZURN ZW1070XL ABBE 1070 MIXING VALVE FOR 1-1/2" 1-1/2" 11" 11.. 360-403-4603 UH-1 UNIT HEATER REZNOR/UDAS 75 APE BAY 100 75 7 in.w.c. 314" MAX HW DELIVERY TEMP TO 110°F. UFF2 UNIT HEATER REZNOR/UDAS 75 APP BAY 100 75 7 in.w.c. 3/4" LAVATORY(ADA)-WALL HUNG,AMERICAN STANADARD 0355.012,20X18 OVAL,VITREOUS CHINA,4"CENTERS,DELTA DR-1 GAS DRYER PROVIDED BY OWNER DECON 111 130 7 in.W.C. 314" 501-DST FAUCET,112 GPM FLOW,GRID DRAIN,SCREWDRIVER STOPS&SUPPLIES,1-114"CP,17 GA CHROME PLATED L2 P-TRAP,PLUMBEREX PR 1-1/2" 1-1/2" 1/2" 1/2" O-2000 SERIES P-TRAP/H&C COVERS,ZURN ZW1070XL ABBE 1070 MIXING VALVE FOR MAX HW BBa1 BBQ TBD BY OWNER/ARCHITECT PATIO 50 7 in.w.c. 1/2" 1 d "Pi DELIVERY TEMP TO 110°F.PROVIDE ZURN CONCEALED ARMS CARRIER. R-1 GAS RANGE TBD BY OWNER/ARCHITECT KITCHEN 60 7 in.w.c. 3/4" 1 1 JANITOR SINK-FLOOR MOUNTED ZURN 71996-2424"X 24"MOLDED STONE MOP SERVICE BASIN;3"STAINLESS STEEL NOTES: 1.PROVIDE GAS SOLENOID VALVE DRAIN ASSEMBLY WITH NEOPRENE PUSH-ON GASKET.REMOVE GASKET FOR 3"CAULK CONNECTION;SERVICE SINK M51 FCT W/6"INTEGRAL VB SPOUT W/HOSE THREAD OUTLET&PAIL HOOK,ADJUSTABLE SWIVEL INLETS,2-1/2"LEVER 3 2 11 1/2 V)1i0610 HANDLES;WALL GUARD;HOSE AND HOSE BRACKET;MOP HANGER 2 COMP SINK-STAINLESS STEEL,COUNTERMOUNT 21"X33"JUST DL-2133-A-GR,6-1/2"MAX DEPTH.JUST J-35 CP STAINER,CHICAGO 2300-8ABCP SINGI F CONTROL DLCK MOUNTED I AUCcT,10"SPOUT,2.2 GPM AERATOR, Si SCREWDRIVER STOPS AND SUPPLIES,17 GA CHROME PLATED P-TRAP,PROVIDE INSINKERATOR HOT1 INSTANT HOT 2" 1/1-2" 1/2" 1/2" WATER DISPENSER,1/3 GAL TANK.5001'J 1"5V 4.3A,40 CUPS OF 90 DEGREE F WATER/HR.INSINKERATOR BADGER 5 18-261 FOOD WASTE DISPOSER,1/2 HP,120 VOLTS,6.3 AMPS. SINK(SINGLE COMPARTMENT)-JUST MODEL SLX-1921-A-GR,19"X21"10.5"DEEP,CENTER J-35 DRAIN,CHICAGO S2 201-GN8AE3-317XKAB GOOSENECK SPOUT WITH 2.2 GPM AERATOR,WRISTBLADE LEVER HANDLES,CERAMIC DISC 2" 1-112" CARTRIDGES,SCREWDRIVER STOPS&SUPPLIES,17 GA CHROME PLATED P-TRAP. REVISIONS: SINK(ADA)-WALL HUNG,JUST A-33338,18"X20",18 GA TYPE 304 STAINLESS STEEL 4"CENTERS,DELTA 501-DST S3 FAUCET,1/2 GPM FLOW,J-115-FS DRAIN,SCREWDRIVER STOPS&SUPPLIES,1-1/4"CP,17 GA CHROME PLATED P-TRAP, 2" 1-1/2" 1/2" 1/2" PLUMBEREX PRO-2000 SERIES P-TRAP/H&C COVERS. PRELIM. SET 5-14-2020 SINK(SINGLE COMPARTMENT)-JUST MODEL SL-ADA-2122-A-GR,21"X22"MAX.6-1/2"DEEP,CENTER DRAIN,CHICAGO S5 201-GN8AE3-317XKAB GOOSENECK SPOUT WITH LAMINAR FLOW SPOUT END,WRISTBLADE LEVER HANDLES,CERAMIC 2" 1 1/2" 1/2" 1/2" PERMIT SET 5-28-2020 DISC CARTRIDGES,J-35 DRAIN,SCREWDRIVER STOPS&SUPPLIES,17 GA CHROME PLATED P-TRAP,PLUMBEREX HANDY-SHIELD MAXX SERIES P-TRAP AND H&C SUPPLY COVERS OR EQUAL. BID SET 7-8-2020 TILE SHOWER STALL(ADA)-60"X32"BEST BATH P6032B75B GEL-COAT FINISH SHOWER PAN,PROVIDE GRAB BARS,ADA FOLD DOVVN SEAT,CURTAIN ROD,ZURN Z7300-SS-HW-MT SINGLE HANDLE PRESSURE BALANCING MIXING VALVE, SH1 HAND",JAI_L SHOWER HEAD,60"METAL HOSE,24"MOUNTING SLIDE BAR,PROVIDE DUAL SPRING CHECK VALVES AND 2" 1-1/2" 1/2" 111. IN--INL VACUUM BREAKER,COORDINATE PAN THRESHOLD HEIGHT NTH TILE FLOOR TO ENSURE A MAX.1/2"HEIGHT PLUMBING EQUIPMENT SCHEDULE DIFFERENCE. NO ITEM DESCRIPTION SHOWER,WASH OFF-LEONARD PAM 11-ST PRESSURE BALANCING VALVE W/INTEGRAL STOPS AND LEVER HANDLE, 2.5 GPM WALL AND HAND SHOWER W/24"ADJUSTABLE BAR AND MIN.60"FLEXIBLE RUBBER LINED METAL HOSE,LEVER WATER HEATER(GAS)-AO SMITH MODEL BTXL-100,75 GALLON STORAGE,115 SH2 HANDLE AND VACUUM BREAKER.COMPLETE INSTALLATION SHALL MEET WASHINGTON STATE HANICAP 2" 1 1Y2" (2)1/2" (2)1/2" WHA NATURAL GAS GPH RECOVERY @ 100F RISE,95%EFFICIENT,PROVIDE PRESSURE AND REQUIREMENTS.CHICAGO 305-VBRCF WALL MOUNTED FAUCET,INTEGRAL STOPS,VACUUM BREAKER,3/4"MALE WATER HEATER TEMPERATURE RELIEF,PROVIDE SEISMIC STRAPS,120V/1 PH,<5 AMPS. GARDEN HOSE OUTLET,5'HOSE AND MOUNTING BRACKET.VERIFY MOUNTING HEIGHT OF FAUCET AND HOSE 100,000 BTU/H NATURAL GAS INPUT AT 7"W.C.1/2"GAS CONNECTION,PROVIDE BRACKET WITH ARCHITECT.PROVIDE FD1. CONCENTRIC VENT KIT,CONDENSATE NEUTRALIZATION KIT,DRAIN PAN. SHEET TITLE: TRENCH DRAIN-ZURN Z-886HD COMPOSITE TRENCH DRAIN SYSTEM,6"WIDE,32'LENGTH,0.75%SLOPE,DUCTILE IRON ET-1 EXPANSION AO SMITH PMC-2,NSF LISTED,CHARGE AIR PRESSURE TO MATCH WATER HEATER TD1 SLOTTED GRATE,CLASS E,4"NO-HUB BOTTOM OUTLET FOR PLACEMENT ON LOW SIDE. 4 2" SCHEDULES TANK WATER PRESSURE(IN NON-HEATING MODE),1.98 GALLON TANK VOLUME,15 LBS OPERATING WEIGHT,10"DIA X WHIST. UR1 URINAL(ADA)-ZURN Z5738.235.000.125 GEE TOPSPUD URINAL;BATTERY OPERATED SENSOR AV FLUSH VALVE; 2" 2" 3/4" PROVIDE ZURN Z1222 URINAL CARRIER W/BEARING PLATE. HOT WATER CP-1 CIRCULATION PUMP GRUNDFOS UP 15-42,3GPM @ 7FTHD,1/25 HP,120V-1PH,W/AQUASTAT&TIMER. WB1 REFRIGERATOR-O.F.C.I.,ROUGH IN AND CONNECT CW, GUY GRAY BIM875 WALL BOX,PROVIDE SHOCK ARRESTOR - 11.1 AND RECESSED WALL BOX. RPBP REDUCED PRESSURE W LKINS MODEL 975XL2 WITH AIR GAP,SIZES 3/4"THIRD 2" CLOTHES WASHING MACHINE-O.F.C.I.PROVIDE SHOCK ARRESTORS AND RECESSED WALL BOX WITH DRAIN OUTLET BACKFLOW PREVENTOR W32 AND TWO WATER VALVES GUY GRAY B-200 WALL BOX. 2" 1-1/2" 3/4" 3/4" TP TRAP PRIMER VALVE PRECISION PLUMBING PRODUCTS MODEL CPO-500 WATER CLOSET(ADA)-ZURN Z5560.000.01.19.01 1.6 GEE ADA-ELONGATED PRESSURE ASSIST TWO PIECE TOILET; WC1 ELONGATED,STANDARD WHITE,OPEN FRONT TOILET SEAT,LESS COVER,O4TH STAINLESS STEEL CHECK HINGE; 3" 2" 1/2" HEAVY-DUTY LOOSE KEY STOP AND CLOSET SUPPLY KIT(CONNECTIONS 1!2"IPS X 3/8"OD);Z5970 CLOSET FLANGE BRASS BOLT KIT Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: 02/14/2020 DATE COMPUTER FILE NAME m I I I COPYRIGHT 2010 CARLMT ARCHI`re TS,P.S. MITSUBISHI ELECTRIC HVAC US: CITY MULTI VRF OUTDOOR UNIT SCHEDULE VRF HEAT RECOVERY BRANCH CIRCUIT CONTROLLER + Design Cooling Design Heating Corrected Corrected Electrical-Per Module M-Net Type(double/ Number of Connected Notes/ System M-Net Nominal Cooling Nominal Heating 9 g 9 g System Tag Tag Reference Model Number Voltage/phase MCA 208/230 y Tag Reference Model Number Modules 9 g Outdoor Temp Outdoor Temp Cooling Total Heating Capacity Notes/Options Address Main I Sub) Ports Capacity to BC Options Tag Address Capacity(BTU/h)Capacity(BTU/h) 208/230 or[460V] DB(°F) WB(°F) Capacity(BTU/h) (BTU/h) Voltage/Phase MCA 208/230 RFS MO-P 208/230V/3- System 1 BC-1 52 CMB-P1016NU-JAI Main 16 166,000.0 208/23bV/1- 1 2 System 1 CU-1 51 PURY-EP 744TNU-A P144 144,000.0 160,000.0 85.0 20.2 146,415.E 142,626.2 phase 3-wire 49/45 60160 80/70 1,2,3,4,5 phase System 1 SBC1 65 CMB-P108NU-KB1 Sub 8 64,000.0 208123bV/1- 1,2 Notes&Options: phase 1 Nominal cooling cailgi are ba-n EAT of 60:57F(DB/WB)outdoor of 95°F ICE) Notes&Options: 2 Nom h :r r Yes areI n of At of230 t(Df9),o.d o mixturof 4g'Fe :ofd 1 Include Diamondback Ball Valves BV-Series,700PSIG working pressure,full port,410A rated. CARLETTI ARCHITECTS P.S. 3 FirFor y for T 2. CC2.CO r e d f hle 12d0 test rethod for mixture of ducted&non ducted indoor 2 For sub BC controller CMB-P-NU-GB1 or-GB,the total connectable indoor unit capacity can be 126,000 BTUs or less.If ro 4 For y h n I ple mod I efr gfac t p r in t to total system combined piping crpipirg eyoarn of two sub BC controllers are used,the total indoor unit capacity connected to BOTH sub BC controllers also cannot 5 Addeo field hog ten Is In 1'illon factory charge ins muse be updated based upon final as-but:pipirg�.ayout. exceed 126,000 BTUs.For sub BC controller CMB-P10 6NUYH61 the total connectable indoor unit capacity can be 116 EAST FIR STREET 126,000 BTUs or less.However,if two sub controllers are used,and one of them is CMB-1016NU-HB1,the total indoor SUITE A unit capacity connected to BOTH sub controllers must NOT exceed 168,000 BTUs. MOUNT VERNON, WA. 88279 Phone: (5601424-0394 Fax: 360 424-5726 MITSUBISHI ELECTRIC HVAC US: CITY MULTI VRF INDOOR UNIT SCHEDULE Cooling Design Heating Design Re frig Pipe Dim Max Fan ESP PRELIMINARY System Nominal Cooling Nominal Heating Peak Fan Airflow Electrical Room Name Tag Reference Model Type Entering Temp Entering Temp Cooling Total Cooling Sensible Heating Capacity Liquid/Suction Setting 208V/230V Voltage!Phase Notes/Options Tag Capacity(BTU/h)Capacity(BTU/h) (cfm) MCA/MFS -' I Our diBerence DB/WB(°F) DB/WB(°F) Capacity(BTU/h)Capacity(BTU/h) (BTU/h) (inch) (IN WG) is engineered. www.harrisgroup.com System 1 113 POLICE FC-1 PLFY-POSNFMU-E Ceiling cassette+ 201 y airflow)type 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 0.24/0.24/15 1,2,3,4,5,6 wa Ceiling concealed 208/230V/1- 1.45(208V)/1.45(2 System 1 737-8-9 OFFICE FC-2 PEFY-P15NMAU-E3 type(ducted) 15,000.0 17,000.0 80.0/67.0 70.0 13,230.3 10,700.1 13,063.8 1/4/1/2 494 0.6/0.6 1,2,3,4,5,6 phase 30V)115 �?"�ti PROJECT N0:0070622.00 System 1 118 KITCHEN FC3 Ceiling cassette(4- 208/230Vl1- PLFY-P08NFMU-E y airflow)type 8,000.0 9,000.0 80.0/67.0 70.0 7,056.2 5,853.9 6,916.1 1/4/1/2 315 Phase 0.2810.28/15 1,2,3,4,s,6 y FC-4 NOTUSED A NEW FIRE STATION FOR: System 1 119 120 DINING FGS PEFY-P18NMAU-E3 Ceiling concealed 18 000 0 20,000.0 80.0/67.0 70.0 15,876.4 12,914.0 15,369.2 1/4/1/2 60D 0.6/0.6 208/230V/1- 1.56(208V)l1.56(2 1 2 3,4,5,6 CITY OF ARLINGTON DAY type(ducted) phase 3ov)!1s SMOKEY POINT STATION System 1 121 SLEEPER FCfi PLFY-POSNFMU-E Ceiling cassette e 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 208/230V/1- 0.24/0.24/15 1,2,3,4,5,6 way airflow)type phase ARLINGTON, WA 98223 System 1 122 SLEEPER FC-7 PLFY-POSNFMU-E Ceiling cassette(4- 2DB/23oV/1- y airflow)type 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 0,24/0.24115 1,2,3,4,5,6 System 1 123 SLEEPER FC43 PLFY-POSNFMU-E my airflow)type Ceiling cassette(4- 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 208/23OV/1- 0.2410.24115 1,2,3,4,5,6 Ceiling cassette(4 208/23OV/1- System 1 124 SLEEPER FC-9 PLFY-POSNFMU-E my airflow)type 5,000.0 5,600.0 B0.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 0.24/0.24/15 1,2,3,4,5,6 phase CONTACT: System 1 125 SLEEPER FC-10 PLFY-PO5NFMU-E Ceiling cassette(4 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 208/230V/i- way airflow)type 0.24/0.24/15 1,2,3,4,5,6 PAUL ELLIS System 1 126 SLEEPER FC-11 PLFY-P05NFMU-E Ceiling cassette(4- 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 208/230V/1 0.24/0.24/15 1,2,3,4,5,6 CAPITAL PROJECTS MANAGER way airflow)type phase 360-403-4603 Ceiling cassette(4 208/230V/1- System 1 127 SLEEPER FG12 PLFY-POSNFMU-E my airflow)type 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 Phase 0,24/0.24/15 1,2,3,4,5,6 _ Ceiling concealed 208/230V/1- 1.05(208V)/1.05(2 (ducted) 8,000.0 9,000.0 80.0/67.0 70.0 7,056.2 6,064.9 6,916.1 1/4/1/2 300 0.6/0.6 phase 30Vy15 1,2,3,4,5,6 System 1 128 HALL FC-13 PEFY-P08NMAU-E3 type Ceiling cassette(4- 208/23OV/1- System 1 132 OFFICE FC-14 PLFY-PO5NFMU-E y )type 5,000.0 5,600.0 80.0l67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 0.24/0.24115 1,2,3,4,5,6 of gr,I wa airflow t e P 133 Ceiling cassette(4- 208/23OV/1- System 1 CONFERENCE FG15 PLFY-POSNFMU-E my airflow)type 8,00aO 9,000.0 80.0/67.0 70.0 7,056.2 5,853.9 6,916.1 1/4/1/2 315 Phase 0.2810.28/15 1,2,3,4,5,6 FC-16 NOTUSED Isuoslo �e' System 1 134 LAUNDRY FC-17 PLFY-P05NFMU-E Ceiling cassette(4- 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 208/230V/1- way airflow)type 0.24/0.24/15 1,2,3,4,5,6 rid P System 1 140 OFFICE FG Ceiling cassette(4- 208/230V/1- 18 PLFY-POSNFMU-E my airflow)type 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 114/1/2 280 Phase 0.24/0.24/15 1,2,3,4,5,6 System 1 142 FITNESS FC-19 PLFY-P16NFMU-E Cal.Ing cassette(4 18,000.0 20,000.0 80.0/67.0 70.0 15,876.4 11,004.3 15,369.2 1/41 1/2 460 phase 208/230Vl1- 0.5/0.5/15 1,2,3,4,5,6 18-261 way alllow)type System 1 146 TRAINING FC-20-A PLFY-P18NFMU-E Ceiling cassette a 18,000.0 20,000.0 80.0/67.0 70.0 15,735.6 10,945.8 15,173.4 1/4/1/2 460 20 phase/1- way alrf ow)type phase 0.5/0.5/15 1,2,3,4,5,6 ' System 1 146 TRAINING FC-20-B PLFY-P18NFMU-E Ceiling cassette(4- 18 000.0 20,001 80.0/67.0 70.0 15,735.6 1945.8 15,173.4 1/4/1/2 460 2081230V/1- 0.5/0.5/15 1,2,3,4,5,6 way airflow)type Q phase REVISIONS: Notes&Options: 1 Nominal cooling capacities are based on indoor coil EAT of 80/67°F(DB/WB),outdoor of 95°F(DB) 2 Nominal heating capacities are based on indoor coil EAT of 70°F(DB),outdoor of 43°F(WB) PRELIM. SET 5-14-2020 3 See outdoor unit schedule for outdoor ambient conditions,connected capacity,and other factors associated with contacted capacities 4 See schematic piping/control diagram for indication of required indoor unit remote controllers,system controllers,and integration PERMIT SET 5-28-2020 5 Full demand corrected capacity includes de-rate associated with indoor vs.outdoor connected capacity indicated on outdoor unit schedule for associated system.Partial corrected capacity assumes sufficient diversity exists such that the connected capacity de-rate does not apply.R is the designers responsibility to ensure"Diamond System Builder"is set in the appropriate output capacity setting(full BID SET 7-8-2020 demand/partial demand)prior to generating this schedule. 6 It is recommended to always base heating corrected capacity on full demand LOSSNAY ENERGY RECOVERY VENTILATOR SCHEDULE ELECTRIC DUCT HEATER SCHEDULE Nominal Recovery Effectiveness(Extra High Fan PRESSURE ELECTRICAL Interlocked or Max ESP Speed) Lossnay Tag Model Number Core Type Airflow Minn) Voltage/Phase MCA/MOCP Notes/Options TAG LOCATION MFG/MODEL KW SIZE DROP IN.W.C.) V PH REMARKS Stand Alone (INWG) Temperature Recovery Enthalpy Coaling Enthalpy Heating DIE-1 DOAS-1 OSA SUPPLY DUCT TUTCO EDH 3 12"x 12" 0.025 208 3 1,2,3 Fixed Flammable DH-2 DOAS-2 OSA SUPPLY DUCT TUTCO EDH 3 12"x 12" 0.225 208 3 1,2,3 DOAS-1 LGH-F470RX5-El Stand-Alone Cross Plate 470 0.96 69.0% 51.0% 64.0% 208-230V/1-phase 3.1115 1,2,3 CH-3 DOAS-3 OSA SUPPLY DUCT TUTCO EDH 2 10"x 10" 0.025 208 3 1,2,3 SHEET TITLE: DOAS-2 LGH-F470RXSE1 Stand-Alone Fixed Permeable P Cross Plate 470 0.96 89.0% 51.0% 64.0% 208-230V/1-hase 3.1/15 1,2,3 SCHEDULES NOTES:1.PROVIDE SCR CONTROL AND DUCT MOUNTED DISCHARGE AIR TEMPERATURE SENSOR. Fixed Permeable 2.PROVIDE BUILT-IN DISCONNECT SWITCH DOASJ LGH-F300RX5-E1 Stand-Alone Cross Plate 300 0.78 85.5% 50.0% 63.0% 208-230V/1-phase 1.7/15 1,2,3 3.INSTALL DOWNSTREAM OF DOAS,DAT SET POINT 65°F(ROOM TEMP). Notes&Options: 1 Max external static pressure is at airflow listed with fan set on extra high speed. 2 See schematic piping/control diagram for indication of required lossnay local remote controller(stand alone operation)and M-Net '.. connection points of associated systems. 3 Washable factory standard pre-filter on return and O/A intake side of cross plate core. DUCTLESS SPLIT SYSTEM AIR CONDITIONER OUTDOOR CONDENSING UNIT INDOOR AIR HANDLER Pic PROJECT ARCHITECT: EQUIP. AREA SERVED MFG'/MODEL NUMBER NOMINAL COOL CAP.MBH WEIGHT NOISE ELEC.REO. WEIGHT EQUIP. MFG'/MODEL NUMBER AIRFLOW ESP ELEC.HEA ELEC.REO. WEIGHT REMARKS TAG TON TOTAL RANGE LBS DBA SEER MCA VOLTS PH. LBS TAG CFM IN W.G. ''.KW MCA VOLTS PH. LBS RDH CU-2 200 ELEC/IT MITSUBISHI/PUZ-A24NHA6 2.0 24.0 12.0-24.0 175 50 17 25.0 1 208 1 1 211 HP-1 MITSUBISHI/PKA-A24NKA8 1635-7751 0.00 1 NA 1 1.0 1 208 1 1 1 53 1 1,2,3,4,5,6 DRAWN BY: AL CHECKED BY: NOTES: 1.PROVIDE WIRELESS REMOTE CONTROLLER '.. 2.INSTALL UNIT 72"AFF 02/14/2020 3.PROVIDE OP'IONAL AIR OUTLET GUIDES '.. DATE 4.INDOOR UNIT POWER 1AI RING FROM OUTDOOR UNIT. 5.PROVIDE GOBI UNDERMOUNT CONDENSATE PUMP.PUMP TO NEAREST SINK TAIL PIECE. COMPUTER FILE NAME 6.NO ECONOMIZER PROVIDED PER 2015 WSEC C403.3 EXCEPTION 10(OPTION a) M1 , 2 + COPYRIGHT 2010 CARLETTI ARCHITECTS,P.B. FAN SCHEDULE VEHICLE EXHAUST CONTAINMENT SYSTEM EQUIP. E.S.P. FAN MOTOR NOISE EQUIP. TAG AREA SERVED MFG HP/WATT/MODEL NUMBER CFM INCHES SONES(S) DRIVE CONFIGURATION WEIGHT REMARKS TAG MFGR.!MODEL DESCRIPTION W.G. VOLTS PH. dBA (LBS P.S.VERTICAL AIR FLOW EXHAUST REMOVAL SYSTEM,,CEILING HUNG,RE-CIRCULATING AIRFILTRATION EF-1 102 ELEC.ROOM GHEENHECK/SP-A390-VG 175 0.5 33W 120 1 3.5(S DIRECT CABINET 30 1,2,3 CARLETTI ARCHITECTS S VEC-1 THRU 5 AIRVAC/AIRORVAC911 SYSTEM,115V 1 PH.3/4 HP,13.6 F.L.AMP,200 Ibs EF-2 TED fr�d09CNre EF-3 108 BUNKER GEAR GHEENHECK/SP-A390-VG 160 0.8 47 W 120 1 5.5 S DIRECT CABINET 30 2,3,4,6 SYSTEM TO INCLUDE: 1.PREFILTERS(STAGE 1)MERV 8 EF-4 111 DECON GHEENHECK/SP-A390-VG 225 0.8 61 W 120 1 5.0(S DIRECT CABINET 30 2,3,4,6 lira EAST FIR STREET 2.FILTER PACK(4 STAGE FILER PACK,"MAIN FILTERS"),MERV 16 EF-5 112 RESTROOM GHEENHECK/SP-A200 75 0.8 6 W 120 1 2,5(S) DIRECT CABINET 20 2,3,4,6 SUITE A 3.GAS-PHASE EXTRACTOR(STAGES 3&4)"MULTISORB 3000"BLENDED GAS PHASE EXTRACTOR MOUNT VERNON, WA. 98273 4.FILTER GUAGE 5,UL508A CERTIFIED CONTROL PANEL-AVED-6C/T2 NOTES: 1.FAN CONTROLLED BY REVERSE TSTAT Phone: 360 424-0594 6.ACTIVATION PACKAGE-PB030TK 200'PHOTO EYE(SET)&N505AUTM/STX01 TRACK MOUNTED SWITCH(1)EACH DOOR 2.PROVIDE FAN WITH ECM MOTOR Fax; 1360) 424-5726 3.DUCT CONNECTS TO FAN WITH APPROVED FLEXIBLE CONNECTORS 4.PROVIDE 24V MOTORIZED DAMPER AT EXHAUST LOUVER PRELIMINARY 5.TED MR 6.PROVIDE WALL SWITCH WITH TIMER Our Jiffarence is engineered. w w.harnsgroup.com VENTILATION SCHEDULE UNIT HEATER SCHEDULE 111\kgAl PROJECT NO:0070622.00 SYSTEM LOCATION AREA # CFM/ CFM/ MIN.OSA CFM MIN.OVA CFM EXHAUST EXHAUST AIR CHANGES REMARKS EQUIP SUPPLY FAN DATA HEATING ELECTRICAL WEIGHT SOUND LEVEL, _SF PEOPLE PERSON SF REQUIRED EZ=1.0 PROVIDED CFM REQUIRED CFM PROVIDED PER HOUR MFG'/MODEL AREA SERVED NOTES - -- TAG CFM r�N� W.G.) HP DRIVE INPUT MBH OUTPUT MBH AFUE VOLTS PH (LBS) DBA 15FT DOAS-1 113 POLICE 88 2 5 0.06 15 V 1 UH-1 REZNOR/UDAS 75 100 APP BAY 961 .Ora DIRECT 75.0 62.25 83% 120 1 80 491,2,3,4 A NEW FIRE STATION FOR: DOAS-1 114 VESTIBULE 86 NATURAL VENTILATION 2DOAS-1 '15 ENTRY 76 0 5 0.06 5 10 1UH-2 REZNOR/UDAS 75 100 APP 8AY 961 .06 DIRECT 75.0 62.25 83% 120 1 80 49 1,2,3,4 CITY OF ARLINGTON D04s-I 16 REPORTS LIBRARY 80 0 5 012 10 10 SMOKEY POINT STATION DOAS-1 117 HALL 106 0 5 0.06 1 6 10 1 1ARLINGTON, WA 98225 DOAS-1 118 KITCHEN 200 140 250 1 NOTES: DOAS-1 119 DINING 415 15 7.5 0.12 162 165 1 1.PROVIDE VERTICAL COMBUSTION AIR KIT WITH CONCENTRIC ADAPTOR(4"VENT CONNECTION,4"COMBUSTION AIR INLET) DOA84 120 DAY ROOM 225 10 5 0.06 64 65 1 2.PROVIDE SS HEAT EXCHANGER DOAS-1 135 PANTRY 40 0 0 0.12 1 5 10 1 3.PROVIDE 24V WALL MOUNTED THERMOSTAT DOAS-1 136 HALL 36 0 5 0.06 2 10 1 PROVIDE CEILING SUSPENSION KIT CONTACT:4. '. DOAS-1 137 OFFICE 83 1 5 0.06 10 15 1 PAUL ELLIS DOAS-1 138OFFICE 83 1 5 0.06 10 15 1 CAPITAL PROJECTS MANAGER DOA,-1 139 OFFICE B5 1 5 0.06 10 15 1 DOAS-1 1141 HALL 167 0 5 0.06 10 15 1 - 360-403-4603 1,770 30 309 360 140 25o KITCHEN EXHAUST HOOD SCHEDULE SIZE MAX HOOD ELECTRICAL LQ SYSTEM LOCATION AREA # CFM/ CFM/ MIN.OSA CFM N.OSA CFM EXHAUST EXHAUST AIR CHANGES REMARKS EQUIP. MFG'/MODEL NUMBER L X W EXHAUST CONSTRUCTION WEIGHT cFjr/ SF PEOPLE PERSON SF REQUIRED EZ=1.0 PROVIDED CFM REQUIRED CFM PROVIDED PER HOUR TAG CFM VOLT AMP LBS. REMARKS DOAS-2 121 SLEEPER 90 1 5 0.06 10 15 RHI GE/JVX5360DJ 36"x 20" 300 STAINLSS STEEL 120 1 3 40 1,2 DOAS-2 122 SLEEPER 90 1 5 0.06 10 15 1 DOAS-2 123 SLEEPER 90 1 5 0.06 10 15 1 19110510 �isxet� DOAS_2 124 SLEEPER 90 1 5 0.06 10 15 1 NOTES: v�L DOAS-2 125 SLEEPER 90 1 5 0.06 10 15 1 1,RESIDENTIAL TYPE HOOD AND EXHAUST DUCT DOAS-2 126 SLEEPER 90 1 5 0.06 10 15 1 2.HOOD EXHAUST AIRFLOW IS BELOW 400 CFM AND WILL BE USED INTERMITANTLY. NO MAKEUP AIR IS REQUIRED PER IMC SECTION 505.2. DOAS-2 127 SLEEPER 88 1 5 0.06 10 15 1 18-261 DOAS-2 128 HALL 290 0 5 0.06 17 70 1 DOAS-2 131 RR 103 20 90 5.5 1 DOAS-2 132 OFFICE 80 1 2 0.06 7 20 1 °oas-z 133co"FEREN°E 127 B 75 0.12 75 95 ELECTRIC HEATER SCHEDULE REVISIONS: DOA1-2 134 LAJNCRY 111 100 5.7 1 DOAS-2 1110 OFFICE 170 1 5 0.06 15 25 1 EQUIP. ELECTRICAL DOAS-2 1142FITNESS 437 6 20 0.06 146 150 225 1 TAG LOCATION MFG/MODEL# WATTS ORIENTATION V/PH REMARKS PRELIM. SET 5-14-2020 DOAS-2 145 RR 55 20 35 4.0 1 _ EH-1 101 RISER/MECH RM KING/PAW2022 500 WALL MOUNT 208/1 1,3 2,001 1 23 334 465 40 450 EH-2 103 SCBA CLEAN RM KING/PAW2022 500 WALL MOUNT 208/1 1,3 PERMIT SET 5-28-2020 EH-3 104 HOSE STORAGE KING/PAW2022 500 WALL MOUNT 208/1 1,3 EH-4 NOT USED BID SET 7-8-2020 EH-5 106 EMS STORAGE KINC-JPAW2022 500 WALL MOUNT 208/1 1,3 SYSTEM LOCATION AREA # CFM/ CFM/ MIN.OSA CFM MIN.OSA CFM EXHAUST EXHAUST AIR CHANGES REMARKS EH-6 112 RR KING/PAW2022 750 WALL MOUNT 208/1 1,3 SF PEOPLE PERSON SF REQUIRED EZ=1.0 PROVIDED CFM REQUIRED CFM PROVIDED PER HOUR EH-7 114 VESTIBULE KINCa/PAW2022 750 WALL MOUNT 20811 1,2 DOAS-3 129 RR 76 20 90 7.5 1 EH-8 201 STORAGE KING/LPW2015 1500 WALL MOUNT 208/1 1,2 DOAS-3 130 RR 76 20 90 7.5 1 EH-9 203 STORAGE KINCVLPW2015 1500 WALL MOUNT 208/1 1,2 DOAS-3 146 TRAINING 946 32 5 0.12 274 300 120 120 946 32 274 300 120 300 NOTES: 1.COORDINATE LOCATION OF UNIT WITH ARCHITECTURAL FEATURES AND ALL OTHER TRADES NOTES:1.MIN.OSA CFM REQUIRED=(NO.PEOPLE X CFM/PERSON)+(AREA X CFWSQ.FT.) 2.PROVIDE WALL MOUNTED TSTAT. 2.OSA PROVIDED BY NATURAL VENTILATION WITH A MINIMUM OF 4%FLOOR AREA OF OPERABLE OPENINGSTO SPACE OR ROOM 3.INTEGRAL TSTAT SHEET TITLE; SCHEDULES Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: 02/14/2020 ATE I COMPUTER FILE NAME m t + COPYRIOW 2019 CARLETTI ARCHITECTS,P.B. RIiD fOOFIFBDB f•SD10kB PI �TY MULTI Additional refrigerant charge is needed depending on the size and length of extended piping. 9 p y Please refer the amount of pre-charge and the formula of calculation which is mentioned on IA t "" PT he data book, DISPLAYN CDNT.ND PACE DWG 1 SYSTEM SCHEMATIC .25mm�16 AWG):1.25mm�16 AWG)or more, 035mrr(20 AWG):between 0.5mm�24 AWG)and 0.75mmn(20 AWG). WIRE System 1 3ti CU-1 R 208-230V/60 z FUSE EP44TNU-A 16-2 AWG 5 (�ARLETTI AARCHITECTSTECTS P.S.PIPIN AND NTR LS rB�`��Own kg LBRAN HPIPEMODELNAME CMY-R302S& 116 EAST FIR STREET J2 CMY•R303S•G1 SUITE A 3 CMY•R306S•G LIL2U TB7 MOUNT VERNON, WA. 98273 SYMBOL LI UIDPIPEIGASPIPESI2E 51 14112 051 Phone: 360 424-0394 P2 171811.1re Fax: 360 424-6726 SYMBOL MODEL NUMBER ea c swlFsaoN�xMNP sPo �mm1 CR PAC•YT33 RAU•J R P2d3SMF-E (S) PRELIMINARY Our difference P2 is engineered. w .herrisgroup.com 8 J1 BC CMB-P1016NU-JA1 a BCM1B-P108NU-KB1 1 - TB2 062 2 T82 PROJECT NO:0070622.00 066 core T81 G 2core T81 G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 - 1 2 3 4 5 " A NEW FIRE STATION FOR: CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA 98223 208-230 u 2 8-230J FUSE P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 Pi P1 P1 P1 P1 CONTACT: PAUL ELLIS 208-23 2 8 23 2 230 2 8 230 2 8-23 2 8-230 2 -230J 218-230 2 8 23 2 8-23 2 �23 2 8 230 2 8�230V 2 8 230 2 8-230 2 8-23 2 8 23 2 8 2 2 8 230 2 8-230V 0 230 208-23 2W-23 CAPITAL PROJECTS MANAGER uu u us u u E 'US u u u 360-403-4605 L1L2 G LIL2 L1L L1 L1 LIL2 L1 "CRCR LILY LILY G L1L L112 L1L2 LI LIL2 LILY L1LY L1 L2 L1 iM1 TMi iM1 001 002 003 004 005 006 007 11 013 4 015 016 017019 021 022 Gp22 023 Gp23 6p3 Gp4piGpfl Gp1PGP13 Gp14 7 Cy19 Gp19 GpYO ��,PEFK PLFY- PLFY• PLFY P:FY• PLFY- PLFY• PLFY- PLFY PEFY• PLFY• P6Y• PLFl- PLFY RFI• PLFY• PLFY• THa • TXLGH- T'" res LGH- P15NMAUZ POBNFMU.E PoBNFMU•E EPIYNEMUE PoSNFMUE POSNFMUE POSNFMU•E PON9FMUE P05NFMUE POBNMAU•E3 POSNFMUE PoBNFMU•E PoSNFMU•E PoSNFMU•E PIBNFMU4: PIBNFULE PIBNFMU6 F470RX5•Ei F470RX5.Ei F300RX5.EiAE-200A - f wssyCR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR �CR �LR LR LR 191305I0 113POLICE 137890PPIE 118NITCHEN 119DINNING 120 DAY ROOM 121SLEEPER 122REEPER 123SLEEPER 124SLEEPER 125SLEEPER 126SLEEPER 127SLEEPER 128 HALL 1320FFICE 131CONKREKE IM AUNDRY 1400FFICE 10ITNESS ATPANING 1467RGNING DOAS-1 OCAS-2 DOAS-3 18-261 a.1.3.36 FC-1 FC-2 FC-3 FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 FC-10 FC-11 FC-12 FC-13 FC-14 FC-15 FC-17 FC-18 FC-19 FC-20-A FC-20-8 Mitsubishi Electric Dlamo9tl Sys Bm Builtlar REMARKS 3/31/2020 Commen s: REVISIONS: 9:17 AM PRELIM. SET 5-14-2020 PERMIT SET 5-28-2020 BID SET 7-8-2020 SHEET TITLE: VRF DIAGRAM Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED 6Y: 02/14/2020 ME COMPUTER FILE NAME MIA + CO"RIOHT 2010 CARLEr ARCMITGCT 1,P.6. I ' CARLETTI ARCHITECTS F.S. archka=re&plan ft I116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (360) 424-0394 i I I Fox: (360) 424-5726 PRELIMINARY Em Our tllfference is engineered. www.harrisgroup.comPROJECT NO:0070622.00 I I I C KEG; ROOM NEW FIRE STATION FOR: - - -- - -- - - - - - - - -- - - - - - A-,I CITY OF ARLINGTON �J 6UILDING GW SUPPLY AND hIR `l SuRIVK_ERSERVICE. � SEPARATOR OTHERS)4"SSCLEANOUTTOGRADE. (I ( SMOKEY POINT STATION SEE CIVIL SITE LTILITIcS SEE CIVIL PLANS FOR CONTINUAITON. 1 PLAN FOR CONTINUATION. IE=-42 FIFE :p.Tl� ARLINGTON, WA 98223 � 0 I 6'SS CLEANOUT TO GRADE. 4"TO EXTERIOR OILNVATER } SEE CIVIL PLANS FOR CONTINUATION. IE 50 BFF - I _, CONTACT: _ _....__....._ PAUL ELLIS �� ._.j FDSTORAGElv ticL CAPITAL PROJECTS MANAGER 9 I Et/ FD 2'JOM � A 2 TPL RISER DRAIN ") �TOR JIFlIVG _ Ma.O F2 rPL �( ] y 360-403-4603 • ... / — ,v 3 I IE= �-._ 1� ............... 4'(765) _— " 3 I WA 3 16 4FCO .............." ..... I 1 2TPI Sy,I,e 2 7` ASHIn TD TD TO p - - — \TTI Ill 9tto5to ��' �. '_ 5.. FD FD 1 5 ,�kF, CISTEP�-�OV�� .o--- 511 TPI M40 (TYPY' - _-0 _... 1MC WC D /ONAL E� ay� F c 8 D uR L - r 1/2 T"IED - r„1 .� • 18-261 y ! ISLAND VENT 1 2 TPL II O ... _. .........._I — _ S f..� _—...... . ......... �, Lssz a r bkA1„ ari REVISIONS: GAS METER(BY OTHERS) j y / _ ' PATIO aso MBH AT 7"W.C. PRELIM. SET 5-14-2020 u sH � , 4— _ '11 d aY f. as) PERMIT SET 5-28-2020 s Pd �. X(11 5) I 1/2•TPL BID SET 7-8-2020 � -J - _ .. -... PERMIT REV 1 7-9-2020 3.. L 1/2"TPL 1=D 4"FCO 1.6 j .� ._� �H144 WC � , _�• �_,.:-I— _.. - '/ /l ` -_ - - 2 TPL FU _ t � F __ /' I! 'TRAIN .,;hJ .:FC ccr pr / a!T. cE I- �} ) �} , - I SHEET TITLE: BELOW GRADE PLAN - PLUMBING v , Pic I �,/ / �,/ L_� `��,J 1 t �✓ \ J PROJECT ARCHITECT: RDH DRABH BY: AL PLAN CHECKED BY: NORTH 02/14/2020 BELOW GRADE PLAN-PLUMBING DATE 0 a' 6' 16, COMPUTER FILE NAME SCALE:1/8"=1'-0" M 2 . 0 + COP1 WT 201D CNAEiiI AROIIlE .— CARLETTI ARCHITECTS P.S. 116 EAST FIR STREET SUITE A j I ( MOUNT VERNON, WA. 98273 Phone; 113601 424-0394 i Fax: I9601 424-5726 ' I I PRELIMINARY 1 Our difference _ I is engineered. f 1, ��� www.harrisgmup_com E�.�� U iffi PROJECT NO:0070622.00 i I ANEW FIRE STATION FOR: P --�-- - ----- - - ----- ------ -- -- - — - - CITY OF ARLINGTON COVERED DA 72�tmm0041p R BUILDINGCWSERVICE. GAS QUICK (� C am/ SMOKEY POINT STATION RPHP AND MAIN SHUTOFF. DISCONNECT FOR ARLINGTONI WA 88223 Mq 0 (TOTAL BUILDING WSFU=69) M4.0 BBO(BV OTHERS) r'AT;O �4 f yN _ p CONTACT: n } — I ` — - z . PAUL ELLIS ...... FD1 / H \; A'sO raeH) PROJECTS MANAGER �, CAPITAL M40 �. C:S S <u.,,-.\ WORK ) - 41 J'NG - 7 -....r-� y — �- 360-403-4603 M. -4"(31)VTR119 I`4 C - Er -z(521 t.=3r" � 4 \ „: - 1-1/2(25) ( 4"(49.5)VTR 2(7)- t 3/4'(75 MBH 1 (.4-- GYP)-.... 3 ____. ..... -\1..... T_ �- ) -u III-Y \.. Lt �`. F�1 FD1 .. �� 31,(3) j 1 ro I , Fb1 ���", S1 ( . I»-' --- T e� 3/4"(75 MBFY; 3 - _ s ;...� r Ll 2(41 MBH)I 1i a++fl H1�� l —. ". 1-%k 290 MBH (TYP) ff I (� � I 1 ( ) ) - to u' t ,L M4.0 i 1-1/2 27 B1� I Tp TD1 T 1314 C6 h1BHi' R1 l - 14UC_i_ / �.-... \ iftL.� � �>� 1-112(230 MBH) \ ;1 18-261 - f� L "(490 BH) , ISLAND VEN I c0 _ G ti S3 — 11z(3o FD1 REVISIONS: �. — - - - 1 I I GAS METER(BY OTHERS) -" 1 i/.,� "'�` {I2.�,, MI3k 1)UP I 52 , �. I A R A�uS .o OI1 (100 _- ?A"'"i0 g 42 490 MBH AT 7"W.C. 5 9 (130 MBH) , -�i 1 1 L 2. 2(1 t.5) I F ( ' G f � al4 uP l= y PRELIM. SET 5 14 2020 ................... __. ,. - 9z5) PERMIT SET 5 28 2020 17 ��}' _ (3 75) �+— -e 112'(z 5) BID SET 7-8-2020 �: X I - .. - - �" c �, � � � 3 4(3 25) f 1+4 7� �', �� _. ) ' ( lr-. I-rt 1^ 1 1E ST 4)LEuR1 �.. d r lazs> -7z.: DF1 J -. r J j ENTRANC — ui Fo1 SHEET TITLE: FIRST FLOOR PLAN - PLUMBING ) J; I I I j j � 7� )\ �/ PROJECT ARCHITECT: RDH DRAWN BY: AL p.AN CHECKED BY: NURTH 02/14/2020 FIRST FLOOR PLAN-PLUMBING DATE ' o a' B• 16, COMPUTER FILE NAME SCALE:1/8"=1'-0" M 2 , 1 + COPYRIGHT 2019 CARLaM ARCHITECT 8,P.B. CARLE7Ti ARCHITECTS F.S. -—-—-—-—-—-—-—-—-—- ------------------------- ..................................... .................................................. wxhke=re&plwnkl 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 STORAGE Phom (3601 424-0394 2 0 200 Fax: 1360) 424-5726 ' j-, . .......... PRELIMINARY'dffe—c, ................. ........... ........... ............ ............................ ............................................ .. ..... ............................. AL L PROJECT 202 ............. A NEW FIRE STATION FOR: CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA 98223 .. ............... CONTACT: PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 -3"VTR B DRAIN 4"Y HIJ DR c -1-1/2"(30.75)DOW N APPA�A R WH P&T ..................... LIEF AND ..................... 5AYS BELOW AIN PAN-----------------0 --l-1/2"(100 MBH) STORAGE M10 ;o� -�� DOWN.......................... L U 11 ET-1 18-261 cpl L;I NUMbr-K .. --3/4"DOWN................. REVISIONS: PRELIM. SET 5-14-2020 PERMIT SET 5-28-2020 BID SET 7-8-2020 SHEET TITLE: MrZZ, FLOOR PLAN PLUMBING ------------------------ ............... ............... .........................................................-- . ............................................... ........................ ......... ..................... % ............... ...............----—---------- .............................. ........... ------. .............. ................ ------ .............. Pic PROJECT ARCHITECT: i RDH DRAWN BY: AL PLAN CHECKED BY: NORM MEZZANINE FLOOR PLAN-PLUMBING 6u- 02/1 DATE 4/2020 1 0 2- 4- 1. QR Ammm6mmmmi w COMPUTER FILE NAME SCALE:1/4"=1'-10" + COPYRIGHT 2019 CARLETTI ARCHITECTS,P.S. \ CARLETTI ARCHITECTS P.S. 1 1 9) 29, 4 16 7.1 8 S� •��.�1� ardftmrs&plmnrft 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (360( 424-0394 Fax: 424-5726 j PRELIMINARY jOur difference is engineered. ~.harrisgroup.com I I I I I _ t PROJECT N0:0070622.00 A NEW FIRE STATION FOR: - - - - L_ ......... ------ .... CITY OF ARLINGTON IO ..- --_ ......_ --- I I (_ SMOKEY POINT STATION COVERED.0 Cu CuPA-.o �1 "'• ARLINGTON, WA 98223 2 1 IIIFq IL ( _ 4 MOUNT UNITS ON L _ AN FOR OSA/E HAS - - SE Z HII _ CONCRETE PAD __ _ DUCTING AND DOAS U - T� ..... i i -_..r.. -I-*-I-r r .-..7 I:...t ._ .... 65 G tvt ., ', 'jGDl fr GQ.L�.,-,. -S GUy� ...T fi 9 6'Gam.., rt::6 GDP v--r—I ...... 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TowAuLowER � �a SHEET TITLE: _ o @ �e FIRST FLOOR PLAN HVAC 1 . -.l.l....- ........ � u J EXe C' ao C.FM - a F.1 I I Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: NORTH - FIRST FLOOR PLAN-HVAC DATE 4/2020 s a' a' 1 s' COMPUTER PILE NAME SCALE:1/8"=1'-0" M3 . 0 + COPYRIGHT 2010 CARLETTI ARCHITECTS,P.S. 4�,\ (CARLETTI ARCiHITECTS P.S.9J 2.9i 6711 8 ' g 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 3601 424-0394 Fax: (3601 424-5726 PRELIMINARY Our difference is engineered. —harrisgroup.com PROJECT N0:0070622.00 i i j-' ANEW FIRE STATION .- ........ _ -- - L..— --�- + ........... - -- CITY OF ARLINGTON FOR. SMOKEY POINT STATION ARLINGTON, WA 98223 { \Cg )_...... _.._ - _ , -�— ...... .........- .......__ -----` =- ------— - ----— ....------- -- g ` o CONTACT: PAUL ELLIS STORAGE EH IT CAPITAL PROJECTS MANAGER HP 360-403-4603 --- .� HA_ EH / ll., a .._ _. — ... �C z� M INTERCONNECT EF-3& EH-9 EF-4,EITHER FAN COMES _. ..... �. DH lsuoslrf E I I ON DAMPER OPENS 30.24 WALL LOUVER REC1sre�'�'T' (BOTTOM 10FT AFF) - ROOF CAP P TO — 30Xi8 WALL LOUVER IN - .. ......... - GABLE END(INTAKE) 3'WATER HEATER 18-261 COMBUSTION AIR INTAKE i APPARATUS AND FLUE.PROVIDEr..-.-___ --..... 1 .c:::a.. DH , BA.S 9E1OW CONCENTRIC KIT AT ROC3 8"C oA ?G 95 C 1 12-- 2 - O REVISIONS: " �.. 2 �I 3DXIB WALL LOUVER IN OA GABLE END(EXHAUST) PROVID 10"D YER 1 ' PRELIM. SET 5-14-2020 pf EXHAUST AT MIN.3'ABOVE J owERgOOFL[VEL M PERMIT SET 5 28 2020 o ON BID SET 7-8-2020 CA ROVIDE R 7INS L x� TSUPPLYAIR UUCXS DNST I PLENUM&&DUCT 3 TYPICAL MOTORIZED DAMPERS 36X30 WALL LOUVER M — R 7LOW EXHWRAP ON PLENUM (EXHAUSTIN HIGH DEWALL _ -L �..`_� axla WALL LOUVER w SHEET TITLE; - I �. INTAKE) -- RAKE aF IN MEZZ. FLOOR PLAN HVAC ---- M 18X12 WALL LOUVER IN I RAKE END(EXHAUST)) i; i f i AT EXH.PLENUM L _ ; I. PJC L_) PROJECT ARCHITECT: RDH DRAWN BY: AL PI AN CHECKED BY: NORTH MEZZANINE FLOOR PLAN-HVAC DATE4/2020 0 4• a' 16, COMPUTER PILE NAME SCALE:1/8"=1'-0" M � I + COPYRt014T 2019 CARLEM AR(M[TECTe�P.B. �1 12 / 1 \1 �'� C�ARLETTIARCHITECTS F.S. 2.9' 4 �6�71� ,�8 � � 9 ; arm&pimnrft 116 EAST FIR STREET SUITE A MOUNT VERNON, WA, 98273 Phone: J3601 424-0394 Fax; 1360) 424-5726 PRELIMINARY I ,I Our difference is engineered. —.harrisgroup.com i PROJECT NO:0070622.00 ' I ' i ANEW FIRE STATION FOR: - - - - - _ _... — ......... --- --- ---- �- CA CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA 98223 II B _..... ....__ - --.. I ......... - ........ - . B f CONTACT: PAUL ELLIS uH-1 CONCENTRIC uH-z coNCENrRIc CAPITAL PROJECTS MANAGER VENTTHRU.ROOF VENT THRU ROOF 360-403-4603 WA WH-1 CbNCENTRIC ) VENT THRU ROOF III ( 10 BDDQ DRYER VENT CAPrsrE � --__.._--........ 'cfik'v' BDD RANGE Hi0OD EXHAUST 18-261 {_ _ ....---- -- �... . !C1, REVISIONS: f_....... ......._. ........ f - 1 I; PRELIM. SET 5-14-2020 _ PERMIT SET 5-28-2020 I II I BID SET 7-8-2020 I fi i_ - - — — — — ---- F-, SHEET TITLE: J 1 'I i o , ROOF PLAN HVAC-- C PROJECT ARCHITECT: 4 7) RDH DRAWN BY: AL PLAN CHECKED BY: NORTH 02/14/2020 ROOF PLAN-HVAC °�� DATE 0 4' 8' 16' n COMPUTER PILE NAME SCALE:1/8"=V-0" M � . 2 + COPYRIGHT 2WO CARLeTTI ARCHITCC ,P.S. I�! SHEET STAINLESS STEEL TO EXTEND ' 12"HIGHER THAN RPBP AND DOWN 1/2" TO FLOOR(WALL PROTECTION) PIPING IN 3/4" 2"REDUCED PRESSURE ZONE SHUT-OFF WALL(TVP) CONNECT ABOVE BACKFLOW-OUT VA TERNCLUDIRAINER CENTERLINE OF MAIN CARLETTI ARCHITECTS P.S. WITH BLOW-OUT VALVE INCLUDING PRECISION PLUMBING PRODUCTS,INC HOSE CONNECTION AND END CAP MOUNT PRIMER VALVE 12"FOR archft=re d3 planning ................... . . EVERY 20'OF TRAP PRIMER LINE ....._..__.................................... SPRING GAS FIRED EQUIPMENT PROVIDE LOADED PRESSURE GAUGE SUITE EAST FIR STREET ESCUTCHEON RESILIENT SEATED CHECK VALVE ADJUSTABLE STRAINER TYPICAL ____ ___i SUITE A WATER HAMMER MOUNT VERNON, WA. 98273 DEPRESS DRAIN ARRESTOR GAS SHUT-OFF VALVE 1/4 TO 1/2' TYPICAL Phone; 960 424-0394 FLOOR FINISH i \\ _�—.... ......... �' `2" Fax: 360 424-5726 •'••> /, 3/4" STRAINER BALL VALVE PR-500 TRAP PRIMER VALVE _ MAIN BUILDING (2 TVP) WITH INTERNAL AIR GAP NATURAL GAS SHUT-OFF(2 TYP) PIPING AT 7"W.C. (1 NON-SHRINK GROUT 0 1/2"GRAVITY TRAP PRELIMINARY ......... .................1 AIR OGAP FITTING PRIMER LINE o FLEXIBLE AG-500 AIR GAP FITTING Our difference n n CONNECTION ) is engineered. I � `I � /�`� TYPICAL PIPE RELIEF FULL ii � (UNIT TO BE LEVEL AND ALIGNED 99 P cm CLAMPING RING <> WATER PROOF MEMBRANE (\(\\`ice\1\VL SIZE TO DRAIN FLOOR `rA'+W.herr s au c QGAPINSTALLED BY GENERAL .. ................... ___.._.. __._.L_____CONTRACTOR ° PROJECT NO:0070622.00DRIP LEG UNION DRAIN PI LOOR IN ASSEMBLY TRAP AND REDUCER AS REQUIRED WATER SUPPLY TRAP ARM A NEW FIRE STATION FOR: 4 GAS PIPING CONNECTION DETAIL 3 FLOOR DRAIN DETAIL 2 WASHER DETAIL ,REDUCED PRESSURE BACKFLOW PREVENTER DETAIL CITY OF POINT T A Ma.o SCALE:NTS Ma.o SCALE:NTS Ma.D sCAIE NTe M4.D SCALE:NTS SMOKEY POINT STATION ARLINGTON, WA 98223 CONNECTABOVE / CENTERLINE OF M"K V2" CONTACT: _.............f.................... —...s__................. BALL VALVE PAUL ELLIS CAPITAL PROJECTS MANAGER FINISHED WALL FINISHED WALL PROVIDE ADEQUATELY SIZED 360-403-4603 LOCKING TYPE ACCESS PANEL _ MOUNT PRIMER VALVE 12"FOR EVERY 20'OF TRAP PRIMER LINE PRECISION PLUMBING PRODUCTS, I 1 Y ELECT,) ELECT.CIRCUIT NEW SINK I NC PR-500 TRAP PRIMER VALVE B MANUAL RESET SWITCH Ir— (BY MECH.) AG-500 AIR GAP FITTING INTERIOR WALL NC. 2"VENT (UNIT TO BE LEVEL AND ALIGNED) /Y ' 19110610 J/ SOLENOID VA.• k�181,Ry�,o� BALL VALVE `\ TO R00 d. j 1/2"GRAVITY TRAP PRIMER LINE GAS COCK CLEAN OUT 18-261 WALL CLAMP ,: f CLEAN OUT FLOOR FLOOR DRAIN ................... (( .. .. ............. .............................. ....... ate_ .. .� — INSIDE(BACK)OF WALL 314" REVISIONS: GAS COCK ,—_________� E ................._..�..._.._ .. .. .......-....�.. PRIM LINE PLAN SIDE QUICK DISCONECT �_� PRIMER LINE _ h\ PRELIM. SET 5-14-2020 2"WAST `P-TRAP PERMIT SET 5-28-2020 8 FREEZEPR00F WALL HYDRANT DETAIL 7 GAS BBQ PIPING DETAILS 8 ISLAND VENT DETAIL 4ZTRAP PRIMER DETAIL BID SET 7-8-2020 M4.D SCALE:NTS M4.D SCALE:TINS M4.0 SCALE:NTS M4.0 SCALE:NTS 1/2" CONNECTABOVE CENTERLINE OF MAIN) SHUT-OFF SHEET TITLE: SET DELIVERY TEMP T0140°F PRECISION PLUMBING PRODUCTS,INC DETAILS MOUNT PRIMER VALVE 12"FOR EVERY 20'OF TRAP PRIMER LINE 1-1/2" _ 2"DISCHARGE FRMO SPRINKLER PR•500 TRAP PRIMER VALVE VdTH MAIN DRAIN.DRAIN TO BE FULLY INTERNAL AIR GAP INTAKE EXHAU T OPENED UNDER PRESSURE FOR MAXIMUM FLOW DURING TEST. 3l4" 2---- ' i 1 PRIGRAVITY TRAP THERMOMETER(TYP) I x PRIMER LINE AGAPFITTING I 1/2" (UNIT TOIBE LEVEL AND ALIGNED) EXPANSION TANK I dv Z HOT WATER CIRC.PUMP I LEAD CO ERLAP LASH SLEEVE,3 LB,3" AIR GAP BALL VALVE(TYP) SEISMIC RESTRAIN SPACE MAKER E-50 SKIRT OVERLAP 1"MIN.RETURN LIP. �-�—I OR EQUAL(TYPICAL 2)ANCHOR TO 2 MACHINE FORMED OR FABRICATED AND z SUBSTANTIAL STRUCTURE 3 SOLDERED TYPE FIELD FOLD-OVER TYPE B"COLLECTOR FUNNEL CIRCUIT SETTER i PROHIBITED SET TO 1 GPM PIPE RELIEF FULL SIZE Pic CHECK VALVE(TYP) TO HUB DRAIN 4 PROJECTCHITECT: UNION(TVP) L--_l_ WATER HEATER 8"z4"REDUCER RDH DRAIN PAN FINISHED FLOOR ... AL f .._..__......... .:......................... ... ... Y: MEZZ.FLOOR DRAIN r" /..,...."..._.�....... " 4"TRAP HECK BY: ANDTRAPARM 02/14/2020 11 WATER HEATER DETAIL 10 PLUMBING VENT FLASHING FIRE SPRINKLER DRAIN DETAIL DATE M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 SCALE:NTS COMPUTER FILE NAME m 4 1 0 1 COPYRIGHT 2019 CARLGTTI ARCHITCCTS,P.B. NEOPRENE HANGER,VIBRATION (4)1/2"ALL THREAD RODS --- -- .- --- -- .-. ---. ISOLATION(TYP)2 1/2 TALL SUPPORT BY STRUCTURAL _. ..... .....— ..... ...... /J MANUFACTURER'S ......-.-. ........... .._........_._ _.......___. .......... ......... ._.. CEILING' MT MOUNTING PLATE 6'MINNNNIMUM ={ ' ! FLEX CONNECTION LAG SCREW(TYP) / FLEX CONNECTION I: TRUSSESI `RETURN DUCT NF(� WOOD OR CMU WALL /\' ( SUPPLY DUCT INDOOR U - -------------- ------- rr f �rl CARLETTI ARCHITECTS F.S. STEEL UNISTRUT '? SUPPLY/GSA(FA) ard**=re&planrkg (4)1/2"ALL THREAD RODS <; f 116 EAST FIR STREET 0 ANCHOR BOLT TO WALL F� NEOPRENE HANGER VIBRATION _ __ —..__. ::_:—_ --::_:_ - -:__ ..:— " SUITE A i PFR MANUFACTURER'S ISOLATION(TYP) VARIES DOAS/HRV REFRIGERANT DUCT COIL REFRIGERANT CONNECTION FBM SERIES FILTER BOX FLEX CONNECTION MOUNT VERNON, WA. 98273 INSTRU(:11ON5 (LIQUID&GAS) CONNECTION(LIQUID) DRAIN PIPE TRANSITION OR ELBOW 3601 424 0394 Phone; � j -T- REFRIGERANT ROUTE TOAPPROVEDFIXTURE FOX; 30011 424-5726 L FAN COIL CONNECTION(GAS) FAN COIL PRELIMINARY Our difference r-3GNON DUCTED 4-WAY FAN COIL DETAIL is engine 4 FAN COIL DETAIL �GDUCTED RETURN FAN COIL DETAIL �GELECTRIC DUCT COIL DETAIL www.harrisgroup.com M4.0 SCALE:NTS Ma.o SCALE:NTS M4.1 SCALE:NTS M4.0 SCALE:NTS PROJECT NO:0070622.00 GALVANIZED ROOF HOOD PAINT To MATCH ROOF A NEW FIRE STATION FOR: CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA 98223 LAG SCREW(TYP) TRUSSES LAG SCREW(TYP) TRUSSES STEEL UNISTRUT STEEL UNISTRUT k `I NEOPRENE HANGER VIBRATION 771 BIRD SCREEN NEOPRENE HANGER VIBRATION '� /\ '. ISOLATION(TYP) ISOLATION(TYP) ------ ---- ROOF -- --- - - (4)1/2"ALL THREAD RODS (4)1/2"ALL THREAD RODS 1 �/ROOF CURB EQUIPMENT RAILS �\ CONTACT: PAUL MOTORIZED DAMPER �._J 360- ELL1S i',` CAPITAL PROJECTS MANAGER CABINET FAN----. 360-409-4603 \ OUT DOOR UNIT `FLEXIBLE CONNECTION DUCT(INSULATE WHERE HRV TYPICAL REQUIRED) pr o4 ✓.�J/ FLEXIBLE CONNECTION TYPICAL 19110510 �' RECISI'FR� s EXHAUST FAN DETAIL �GDOAS-HRV DETAIL s ROOF HOOD DETAIL(INTAKE OR EXHAUST) r5GCONDENSING UNIT DETAIL �� L M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 Scale:NTS. 18-261 GASKET SUPPLIED WITH AH UNIT SECURE DUCT I TO CURB NAILER REVISIONS: PRE FABRICATED CURB ' AC UNIT RAIL RIGID INSULATION CAI.VANIZFD SHEFTMETAL FILLER TO SUIT FLASHING PRELIM. SET 5-14-2020 ELECTRICAL CONDUIT FAN HOUSING '-LATH=RHOOD 8"SQUARE INSULATED DUCTWORK 24"MINIMUM ABOVE AVERAGE ' PERMIT SET 5-28-2020 ROOFING, SNOW ACCUMULATION(PER FIL-CAVITY WITH MFR'S INSTRUCTION) I REFRIGERATION PIPING CANT STRIP, ROOF SPRAY FOAM INSULATION R GID INSUL. BID SET 7-8-2020 FASTEN TO CURB AND CAULK AND FLASHI TREATED RAIL ROOF `\ ROOFING BY OTHERS ROOFTOP - - FIELD INSTALL SHEET METAL STRAP `-CLAMP MANUFACTURE PRE FABRICATED ROOF HRV ii4L TO SUPPORT THE ENTIRE WEIGHT OF CURB CURB SUPPLIED BY AC UNIT THE TERMINATION KIT. — UNIT MANUFACTURER _ ___ _ FLASHING COLLAR ROOF DECK - t7F�T ""-AND SEALANT, MOTORIZED DAMPER ROOF DECK i ROOF DECK SEEINLET AIR EXHAUSTAIR STRUCTURALYPICAL DUCT _-- __--DRAWINGS FOR ROOF FASTEN TO DECK ,'SUPPORT AT CURB 1 SHEET TITLE; ROOFTOP VENTILATOR DIY T CURB SIMILAR DETAILS 12 PIPE PENETRATION THROUGH ROOF 11 ROOF TOP EXHAUST FAN DETAIL �o ROOFTOP HRV CURB DETAIL (I)CONCENTRIC VENT DETAIL M4.0 SCALE.NTS M4.0 SCALE:NTS - M4.0 SCALE:NTS M4.0 Scale:NTS PJC !. PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY. 02/14/2020 DATE COMPUTER FILE NAME m 4 , � COPYRIGHT 2010 CARLGTTI ARC P.G. ELECTRICAL LEGEND a LIGHTING SWITCHING OUTLETS ANCILLARIES MISCELLANEOUS RECESSED TROFFER 5 LINE VOLTAGE SINGLE-POLE SWITCH em DUPLEX OUTLET © FIRE ALARM MANUAL PULL STATION �F� BRANCH CIRCUIT,ABOVE OWE,CCNCEALED(OR SIMILAR EA; (Aa•FIXTURE TYPE A CONTROLLED SLASHES.NO.OP CIRCUIT CONDUCTORS WHERE APPLICABLE) CA R L E T T i@ R C H I T E C T S P.S. BY SWITCH Se,TYPICAL.NIL•NIGHTLIGHT) LINE VOLTAGE THREE-WAY SWITCH DOUBLE DUPLEX OUTLET FIRE ALARM HORN/STROBE,WALL MTD. architecture,Banning,Interior design (Bcd UNLESS NOTED OTHERWISE) I F BRANCH CIRCUIT,ABOVE GRADE,EXPOSED(OR SIMILAR O LUMINAIRE,SURR-ACE MTD. LINE VOLTAGE DIMMER SWITCH OR MOTION CONTROLLED SWITCHED OUTLET FIRE ALAh'A'I STROBE,WALL MTD. SLASHES•NO.OF CIRCUIT CONDUCTORS LNERE APPLICABLE) 116 EAST FIR STREET F--= LUMINAIRE,PENDANT MTD. LINE VOLTAGE TIMER SWITCH Q& DUPLEX OUTLET,CEILING MTD. (IScd UNLESS NOTED OTHERWISE) HOMERUIN TO LOCATION INDICATED,CONCEALED(TYPICAL) SUITE A -r� LUMINAIRE,WALL MTD. 6MS MOTION SENSOR SWITCH QlGFI DUPLEX OUTLET,GROUND FAULT INTERRUPTING FIRE ALARM HORN/STROBE,CEILING MTD. HOMERM TO LOCATION INDICATED,EXPOSED(TYPICAL) MOUNT VERNON, WA. 88273 0 RECESSED DOLLKLIG14T SiLP WEATHERPROOF SWITCH QuF DUPLEX OUTLET,WEATHERPROOF `-I,f FIRE ALARM STROBE,CEILING MTD. + BRANCH CIRCUIT,CONDUIT BODY Phone: 360I 424-0384 Fax: 13601 424-5726 HI LUMINAIRE,WALL MTD 8 LOW VOLTAGE SWITCH @-_45, DUPLEX OUTLET,ELEVATION ABOVE FLOOR ® FIRE ALAPo'1 HEAT DETECTOR,FIXED TEMP. CONDUIT STUB-UP INTO CEILING SPACE OR LUMINAIRE,WALL MTD WITH EMERGENCYTO CENTERLINE OF DEVICE INDICATED LIGHTING UNIT 8O LOW VOLTAGE DIMMER SWITCH ® FIRE ALARMHEAT DETECTOR,RATE OF RISE ONTO CABLE TRAY r�g---d�y® RECEPTACLE WITH CORD DROP, I—I TELECOM WALL SLEEVE K ENGINEERS INC. LUMINAIRE,CEILING MTD ® PHOTO SENSOR W c CEILING MTD.(SEE PLANS FOR TYPE) QS FIRE ALARM SMOKE DETECTOR — BELOW FLOORGRADE CONDUIT 208 Third Strooi Oo LUMINAME,PENDANT MTD ®11� LIGHTING MOTION DETECTOR LINE VOLTAGE Q FIR ALARM COMBINATION DETECTOR Lyndon, WA. 98264 FLOOR BOX OUTLET GROUND CABLE Bus. (360) 354-4757 EMERGENCY LIGHTING UNIT,2 HEAD,WALL MTD ® LIGHTING MOTION DETECTOR CEILING MTD. ® o- FIR ALARM DUCT SMOKE DETECTOR FAX (360) 354-6794 FLOOR BOX,FURNITURE FEED TYPE ��.-----H---_- CABLE RUN'OPEN'IN ACCESSIBLE CEILING SPACE ® LIGHTED EXIT SIGN ® LIGHTING POWER PACK ® FLOOR BOX TELECOMMUNICATIONS OUTLET 151 FIR ALARM MONITOR MODULE - (SLASHES•No.1 TYPE OF CABLES WHERE APPLICABLE) R. D 21 LIGHTED EXIT SIGN(ARROWS SHOW ® LIGHTING ROOM CONTROLLER ® FIR ALARM RELAY CABLE TRAY OR CABLE RACK DIRECTIONAL INDICATION WHERE REQUIRED) ® LUIRELE66 ACCESS POINT OUTLET v AR'aF o�G El LIGHTING SYSTEM CONTROL STATION (� SMOKEiFIRE DAMPER r imp COMBINATION LIGHTED EXIST SIGN 1 ® SPECIAL PURPOSE OUTLET ��--I EMERGENCY LIGHTING UNIT,2 HEAD 19 MOTION SENSOR CONTROLLED RECEPTACLE RELAY EF MOTORIZED DAMPER TELECOMMUNICATIONS EQUIPMENT RACK ® SPECIAL PURPOSE CONNECTION ias4 110 ® F d 2C TELECOMMUNICATIONS OUTLET,FLUSH MOUNTED MAGNETIC DOOR HOLDER 0 JUNCTJUNCTIONBOX /O RACis WAF (2C•2 CABLES,TYPICAL) ®o END OF LINE RESISTOR (WAP.WIRELESS ACCESS POINT OUTLET) O PUSHENUTTON OR CONTROL STATION AV AUDIO-VISUAL INPUT/OUTPUT STATION O DOOR CONTACT SWITCH 0mFUT ACCESS CONTROL CARD READER(FUTURE) EMERGENCY STOP BUTTON A NEW FIRE STATION FOR: �FUT ACCESS CONTROL ELECTRIC STRIKE(FUTURE) CITY OF ARLINGTON 0-$ SOLENOID SMOKEY POINT STATION ® MOTOR STARTER ARLINGTON. WA. 88223 �1 COMBINATION MOTOR STARTER Lit DISCONNECT SWITCH ® PANELWARD CONTACT: EXHAUST FAN PAUL ELLIS IMP WEATHERPROOF CAPITAL PROJECTS MANAGER PUT FUTURE 360-403.4603 ® AVAILABLE FAULT CURRENT TAG ® EQUIPMENT TAG EF MECHANICAL EQUIPMENT TAG EEI PROJECT NUMBER: 2046 REVISIONS: 7-8-20 BID SET if 18' EXIT LIGHTEMERGENCY BATTERY PACK/CLOCK FIRE ALARM BELL/ SWITCHES,PULL STATIONS, COUNTERTOP DUPLEX OUTLETS SHEET TITLE: HOSINS/SPEAKER/STROBE WALL MTD TELEPHONE OUTLETS TELECOM OUTLETS AN OUTLETS I': I r/ed ELECTRICAL - DEVICE ELECTRICAL - TYPICAL DEVICE MOUNTING NE64T5 srr 14NZO MOUNTING DETAILS. LEGEND, CABLE CODES & INDEX CABLE CODES DRAWING INDEX CODE FUNCTION DESCRIPTION COLOR NEC TYPE CABLE ROUTING SHEET DRAWING TITLE E-0.1 ELECTRICAL-DEVICE MOUNTING DETAILS,LEGEND,CABLE CODES&INDEX CM VOICE/DATA SYSTEM HORIZONTAL CABLE CAT6A FOILED/UNSHIELDED TWISTED PAIRS(F/UTP) WHITE JACKET CMR OPEN&IN RACEWAY SEE PLANS E-0.2 ELECTRICAL-NOTES,MECH&KITCHEN SCHEDULES E-1.1 ELECTRICAL-SITE PLAN A F.A.SYSTEM NOTIFICATION HORN/STROBE)CIRCUIT 2 CONDUCTOR 014 AWG RED JACKET FPLR OPEN&IN RACEWAY SEE PLANS) E-2.1 ELECTRICAL-FIRST FLOOR POWER PLAN Z F.A.SYSTEM ADDRESSABLE DEVICE LOOP 2 CONDUCTOR#18 AWG RED JACKET FPLR OPEN&IN RACEWAY SEE PLANS E-2.2 ELECTRICAL-FIRST FLOOR MECHANICAL CONNECTION PLAN X F.A.SYSTEM CONVENTIONAL ZONE LOOP 2 CONDUCTOR 918 AWG RED JACKET FPLR OPEN&IN RACEWAY(SEE PLANS) E-2.3 ELECTRICAL-MEZZANINE POWER PLAN D F.A.SYSTEM 24VDC POWER CIRCUIT 2 CONDUCTOR 914 AWG RED JACKET FPLR OPEN&IN RACEWAY SEE PLANS IELECTRICAL-DETAILS QUIENTIN SUTTER C F.A.SYSTEM ANNUNCIATOR/COMMUNICATION CIRCUIT VARIES,PER MANUFACTURERS REQUIREMENTS RED JACKET FPLR OPEN&IN RACEWAY SEE PLANS E3.1 ELECTRICAL-FIRST FLOOR LIGHTING PLAN PROJECT ARCHITECT: E3.2 ELECTRICAL-APPARATUS BAY LIGHTING PLAN L LIGHTING CONTROL DEVICE CIRCUIT 3 CONDUCTOR#18 AWG BLUE JACKET CMR OPEN&IN RACEWAY SEE PLANS E-3.3 ELECTRICAL-MEZZANINE LIGHTING PLAN KL LID LIGHTING CONTROL 0-10V DIMMING CIRCUIT 2 CONDUCTOR#18 AWG BLUEJACKET CMR OPEN&IN RACEWAY(SEE PLANS) E-3.4 ELECTRICAL-LIGHTING DETAILS DRAWN BY: LC LIGHTING CONTROL COMMUNICATION CIRCUIT VARIES,PER MANUFACTURERS REQUIREMENTS BLUEJACKET CMR OPEN&IN RACEWAY(SEE PLANS) E-3.5 ELECTRICAL-LIGHTING FIXTURE SCHEDULE E-4.1 ELECTRICAL-FIRST FLOOR ANCILLARIES PLAN BD E42 ELECTRICAL-MEZZANINE ANCILLARIES PLAN CHECKED BY: E-4,3 ELECTRICAL-ANCILLARIES DETAILS E-5.1 ELECTRICAL-FIRST FLOOR COMMUNICATIONS PLAN JULY 8, 2020 E-5,2 ELECTRICAL-MEZZANINE COM MUNICATION9 PLAN DATE NOTES: E-5,3 ELECTRICAL-COMMUNICATIONS DETAILS 1, ALL CABLING SHALL BE IN RACEWAYS,EXCEPT CABLES LISTED FOR THE PURPOSE MAYBE RUN OPEN IN ACCESSIBLE CEILING SPACES E-5,4 ELECTRICAL-COMMUNICATIONS DETAILS 2. CONFIRM CABLES WITH FIRE ALARM,SECURITY,AUDIO/VISUAL AND LIGHTING CONTROL SYSTEM PROVIDERS PRIOR TO INSTALLATION. E-6,1 ELECTRICAL-POWER SYSTEM RISER DIAGRAM&PANEL SCHEDULES COMPUTER FILE NAME E-6,2 JELECTRICAL-PANEL SCHEDULES ` E - 0 . 1 + COPYRIGHT 2019 CARLETTI ARCHITECTS.P.B. MECHANICAL EQUIPMENT SCHEDULE NOTES(APPLICABLE TO ALL ELECTRICAL DRAWINGS): NOTES (CONTINUED): 1. ALL SYSTEMS,EQUIPMENT,DEV CES.RACE'JVAYS,CABLES,ETC_INDICATEDARE 11. TELECOM VIUNICATIOKS CONDUITS SHAL'_BE PROVIDED WITV-'''JL._ROPES B=LOW ITEM DESCRIPTION VOLTS PH. HP KW UNIT MOTOR DISCONNECTING CONTROL CONNECTION PANEL- NOTES NEW UNLESS SPECIFICALLY NOTED AS EXISTING. GRADE AND PULL STRINGS ABOVE GRADE. EXISTING CONDUL TS IC BE LS-D SFALL NO. FLA STARTER MEANS CIRCUIT NO. BE FISHED AND CLEANED PRIOR TO INSTALLATION OF CABLES. 2. THE ELECTRICAL WORK SHALL INCLUDE ALL WORK SHOWN ON THE DRAWINGS, AV-1 AIR VACUUM 115 1 3/a 13.6 INTEGRAL TOGGLE SWITCH 600V 2P,20A SEE NOTES HARDWIRED SA-25 CONTROL PANEL By MC.ACTIVATED BYPHOTO EYE AND DOOR SWITCH DETAILS,DIAGRAMS,SCHEDULES,ETC.,AND AS DESCRIBED IN THE SPECIFICATIONS. 12. BELOW GRADE SERVICE&FEEDER CABLE SHALL BE 1/C COPPER(JNL-SE .. /413.6 INTEGRAL TOGGLE S`;,ITCH(600V.2P,20A SEE NOTES HARDWIRED SA-27 CONTROL PANEL 31 MC.ACTIVATED 3"PHOTO EYE AND DOOR SWITCH _ P.S.AV? AIR`✓ACUUM 115 1 34 13.6 INTEGRAL TOGGLESWITCH.00OV 2P20A SFF NOTES HARDWIRED SA-29 CONTROL PANEL E"MC,ACTIVATED-PHOTO EYE AND DOOR SWITCH SPECIFICALLY NOTED OTHER':f�GC;M,/-H OCOV TYPE PF JSF,'RHH.'RF�;I NJULA ION, CARLIETTI ARCHITECTS P Av 4 A R i-cuuM 115 1 3/a is 6 INTEGRAL TOGGLE svJ r eooV zP.zOA SEE NOTES HARD CORED SA-31 CONTROL PANEL BY MC.ACTIVATED BY PHOTO EYE AND DOOR SWITCH 3. PLAN D R 1NGS 7o NOT ATTEMPT TO SHOdV COMPLETE DETAILS OR LIST EVERY[TEN EXCEPT TYPE XHHW MAY BE USED FOR BELOW GRADE FEEDER CABLES WHERE Gil AV-5 A�+`i.`+.:;UUM 115 1 3/4 13.6 INTEGRAL TOGGLE SWIICH600V 2P,20A SEE NOTES HARDWIRED SA-33 CONTROL PANEL BY MC.ACTIVATED BY PHOTO EYE AND DOORS WIT CH ar[hR6QUre,planning,Interior design OF THE E_LC-,!CAL SYSTEM.EQUIPMENT.OR BUILDING CONSTRUCTION',HOWEVER, THE CABLE IS ROUTED BELOW THE BUILDING FLOOR SLAB FOR ITS ENTIRE LENGTH. DHP rENERC,'RFCOVERY`aN I-ATER 208 3 3.0 NONE INTEGRAL BYMC HARDWIRED NC1-1 3 5 THE RO T,NG OF RA F\PAYS AND CIRCJ'US H_LOCATIC OF FQU'�P[VENT,DEVICES Dl+I -19ATER zoo 3 3.0 NONE INTEcaAL BYMC HARD WIRED Nc1-7s11 AND XTJRES REPRESENT THE DESIRED FINS FDARRAN MENT_ 13_ BRANCH CIRCUIT CABLES,EQUIPMENT GROUND CABLES AND ABOVE GRADE 116 EAST FIR STREET DFP3 II_ATER 208 2 3.0 NONE IMEGRAL BYMC HARD MIRED N11-13,15,1] FEEDER CAB_ES SHALL 3F 1/C COPPER 912 A`,NG UNLESS NOTED OT-IERVVISE, SUITE A DOAS-1 -'ATOR 208 1 3.1 INTEGRAL TOGGLESVV TCH,600'v 2P,20A TIMER HARDWRED NCi-19,21 4, OBTAIN APPROVAL FROM ARCHITECT&ENGINE-R PRIOR TO PROCEEDING WITH WITH 600V TYPE XHHW OR THHNITHWN INSULATION. MOUNT VERNON, WA. 28273 DO 2 N-iC RCCOVFRY -:'1-LATJR 208 1 3.1 INTEGRAL TOGGLES:'T H 1600V.2P 201 TIMER F-11'.'(RED NCi-23 25 ALTERNATE CONDUIT ROUTES. DOAS N=R RECOVLHYVENTILATOR 208 1 1 1 1.7 1 INTEGRAL TOGGLE SVJT HIsoOV,2P,20A TIMER HARDWIRED NCi-27,29 14. IN ADDITION TO THE CIRCUIT CONDUCTORSINDICATED,CONTRACTOR SHALL PROVIDE Phone: 360 424-0394 5. DETAIL DRAWINGS SHALL BE CONSIDERED APDLICA BILE TO ALL PLAN DRAWINGS AN EQUIPMENT GROUND CABLE(SIZED THE SAME AS THE LARGEST CIRCUIT ) EF 1 EX--IAu11_AN 120 1 0.033 NONE TOGGLE soov,lP,2oA T-STAT HARD WIRED NB1-4 AND SIMILAH CONDITICNS EVEN IF THE DETAILS ARE NOT SPECIFICALLY R-FERENCED CONDUCTOR UNLESS SPF_CIFICALLY NOTED OTFiERWISE;'VVI HI,EA.CA RACEWAY Fax: 360) 424-5726 EE2 NCT USE D EF-3 XIAU.,T=AN 120 1 0.047 NONE TOGGLE SWITC H 1600V,1 P 20A TIMER HARDWIRED SB2-44 WITH THE CIRCUIT CONDUCTORS. EF-4 X-IAUS AN 120 1 0.081 NONE TOGGLE SWITC II(6COV,iP.20A] TIMER I HARD WIRED SB2-44 6. RACEWAYS AND CABLES TI-i'ROUG'FOLT-11-FACILI-�SI'AI_L BE R:1N CONCCA LED IN EF-5 EX-1ausT=AN 120 1 0.006 NONE TOGGLE SWITCH 6.v.-P 20A TIMER HARD WIRED SB2-44 THE VIA, S.P.SOVE THE CEILING CR P.FI O;J T IF FLCCR 'VFERE DOSSIBLE.EXCEPT, 15. PIGTAIL DROPS TO APPARATUS SHALL BE 21C�GND u12 Awc TYPE so CABLE WITH K ENGINEERS INC. RKi KITCHEN EXHAUST HOOD 120 1 3.0 NONE TOGGLE SWIT 116 CV_"P.20A SWITCH HARDWIRED SB2-22 INTERLOCK WITH MAKE UP AIR DAMPER EXPCSEDvITFIN UTILI-Y&O'!H-R NOIN-PU3LICSPACES. TAT HIN LB_CSPACES, PLUGS,RECEPTACLES,ETC,A$REQUIRED&SUPPQRTGRIPS ATBOTH ENDS,IN EK1 ELECTRICHEATER 120 1 0.5 NONE CIRCLITBRFAKFR IN PANEL T-STAT HARD WIRED SA-26 WHERE DJE TO THE sL LINC-S C-C VSTRUCTIC:N. T A NO-POSSI3LE TO ROUTE ADDITION EAC',i PIG TA LSHALL FAVEA SEPARATE I2''DREAK-A VL1AV(MALE-TE:MALE 208 Third Street EFT ELECTRI ­1 120 1 05 NONE CIRCUIT BREAKER IN PANEL T-STAT HARD WIRED NB1-2 RACEWAYS&CABLES CONCLA FD RAC- JAYS MAY BE RUN EXPOSED. (EXPOSED SHOT EXTENSION)ON TILE JSER END OF EACH DROP.WHEN HANG IVG FREE,EACH Lyndon. WA. 98264 Eµ3 ELE rnr A.ATER 120 1 as NONE CIRCUIT EREAKER IN=ANEL T-STAT HARD WIRED NB1-2 CABLES ARE NOT rA_LCAIED-XC_-T IN T_L_COMMUNICiATIONS ROOMS) EXPOSED DROP SHALL BE NCT_ESS TFAN T&NOT MORE THAN 2"ABOVE FINISHED FLOOR. BUS. 360) 354-4757 EFPa Lc JSLL FAX �360 354-6794 EELS ELE:TRIG-1 TER 120 1 0.5MT CIRCUIT BREAKER ITT ANEL T-STAT HARD WIRED NCl-35 RACEWAYS SHALL BE RUN AS NEATLY&UNOBTRUSIVELY AS POSSIBLE,SUPPORTED VERIFY EXAC?LEGATIONS WITH OWNER PRIOR TO INSTALLATION_ ) EK6 ELECTRIQIF-I'L 120 1 0]5CIRCUIT BREAKER IN=ANEL T-STAT HARD WIRED NC1-37 AS R=QUIRED,PARALLEL OR AT RIGHT ANGLES TO CEILINGS,WALLS&STRUCTURAL EFF7 ELEC RIC-I AI ER 120 1 0,75CIRCLIT BHL KER IN PANEL T-STAT HARDWIRED NC1-3] E 1+8 ELEC RIC-TER 120 1 1.5CIRCUIT ERE/KER IN=ANEL T-STAT HARD WIRED NCi-3a MEMBERS. 16. AUDIO-VIDF']SYSTEM RACEWAYS,CONDUITS,BOXES,ETC.SHALL BE SUITABLY E H-9 ELEC 1_I L.-.-.ER 120 1 1.5CIRC'.F BBEAKER IN PANEL T-STAT HARD WIRED NCI-41 GROUNDED PRO/'.DE.A SEPARATE GROUND CABLE FROM THE POWER BRANCH q,Td R. D! CU-2 HEAT PI,Iv.FOUTDooR UNIT Zoe 1 lScoNNEc7 swRCH'za0v3 zF,2vv NEMA3R.NON-FUSED BYMC HARDWIRED SA-2e,30 7. RACEWAYS SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE'. CIRCUIT EQUIPI`A NT GROUND NG CCNDIICTCR'v11-IICF SfRVfS T-IF AUDIO-',,,=O EQUIPMENT AND BOND THE RACEWAY SYSTEM AT AN AUDIO VIDEOPULL BOX o�G HP-1 HEAT PUMP Ilar.00R UNIT TOGGLE SWITCH soov 3P zoA INDOOR UNIT FED FROM OUTDOOR UNIT A. INTERIOR ACCESSIBLE CONCEALED SPACES-ELECTRICAL METALLIC TUBING GROUNDING CONDUCTORS SFA_L BE PROVIDED TO BOND PHYSICALLY ISOLATED " CU-1 OUTDOOR CCNDENSINGUNIT 208 3 ONNECTSWffCH 240V,BOA,3P,3W,NEMA3R FUSIBLE WITH 60A BYMC HARDWIRED SA-44,46,48 (EP.1T1`JvTH FLEXIBL-'UIETAL:XJfv LiJ,T(F,EX)Fi:H FfvFi,CiON.1,CI.TivNS TO SECTIONS OF THE RACEWAY SYSTEM. VIBRA ING EULIPM-NT 11 BC-1 BRANCHCCN VD LER 208 1 0.2 NONE TOGGLESWITCH 600V 2P 20A BYMC HARDWIRED SB2-46,48 44194 SBC-1 BRANCI OCN-ROLLER 209 1 1 1 1 0.2 NONE TOGGLE SWEEP(6o0V.2P,20A) BYMC I HARDWIRED SB2-46 48 17, SEE ELECTRICAL SPECIFICATION FOR SYSTEMS CABLE TYPES. CtsTFA� SB2-46 48 B. INTERIOR NON-ACCESSIBLE CONCEALED SPACES-FLEXIBLE METAL CONDUIT 'PION" FC-1 INDCCR Fa'J COI_UNIT 208 1 024 INGEGRAL TOGGLE s,vyra-reoo'�,zP_SoA BYMC HARD WIRED saz-as ae (FLEX)MAY BE"FISHED'FROM ONE POINT OF CONNECTION TO ANOTHER. 18. ALL WIRING SHALL BE ENCLOSED WITHIN THE RACEWAY SYSTEM.EXCEPT, FC-2 INDCCRFANCOI.UNIT 208 1 1.45 INGEGRAL TOGGLE S01 CF 600V,2P.20A-� BYMC HARDWIRED SB2-4H 48 FC-3 IND.GR FAN COI_UNIT 20e 1 0.28 INGEGRAL TOGGLE SN,ICH 1600V,2P 20A BYMC HARD N.'IREl) 1 IS 2-46,45 TELECOMMUNICATIONS,FIRE ALARM.ACCESS CON I ROL ANC CLASS 2 LOW VOLTAGE FC-4 NOT Lsr; _-- - C. INTERIOR,EXPOSED IN TELECOM ROOMS,UTILITY ROOMS&OTHER NON-PUBLIC CABLING MAY BE BUNDLED TOGETHER AND SUPPORTED OPEN IN ACCESSIBLE FC-5 UCT FANCOII..UNIT zcs_ 1 156 INGEGRAL TOGGI FSWn cr,60ov 2P 20A BYMC LARD AnRED saz-4e afi SPACES-ELECTRICAL V,GTALLC TUB NO(EMT). CEILING SPACES. EACH SYS-EMS CABLES SHAG'_BE BCNDLE7A:ND MANAGED FC-6 INDCCR FANCOI-UNIT 20e 1 0.24 INGEGRAL TOGGLESWICI 600V DR,20A BYMC HARD sfIRED SS2-46,48 A NEW FIRE STATION FOR: FC-7 -INo R FAN COI_UNIT 208 1 024 v GEGRAL TOGGLE SV^'FCP(600V 2P 20A) BYMC HARD HIRED S8248 48 SEPARATELY FROM OTHER SYSTEMS CABLES. FCn INDOOR FAN_COLUNIT Zoe 1 0.24 INTEGRAL TOGGLE So"rCFCs00V,2P,20A BYMc HARD AIRED SB2-46,48 D. EXTERIOR ABOVE GRADE-GALVANIZED RIGID STEEL CONDUIT(GRS). CITY OF ARLINGTON FO, INOCC FEN 2o6 1 0.24 INGEGRAL TOGGLE SWIT I poo'V.zP 20A BYMC HART AIRED SE2-4646 19. FLOOR,WALL AND CEILING PENETRATIONS BY OPEN CABLES WILL NOT BE ALLOWED. SMOKEY POINT STATION F IRO51A I I AJTOI..UNIT 2:`8 1 024 INGEGRAL TOGGI ESV'I F(600V,2P 20A) BYMC HARD 1IRED SC2-46,48 ND F .,_UNIT 2Cs 1 24 E. EXTERIOR BELOW GRADE-POLYVINYL CHLORIDE CONDUIT PVC),EXCEPT PROVIDE CONDUIT SLEEVES WHERE OPEN CABLES PASS THROUGH WALLS, F I 0 INGEGRAL TOGGLE SV'ICI 600V.2P.20A BYMC HARDWIRED SE2-46, ( F_ L IND..r<rv.,,^.LUNIT zcs 1 0,24 INGEGRAL TOGGLFsv.I_F Soo/,zP.zan' BYMC HARDWIRED ss2-4s,48 CO'vCJ TELBO\",S FOR SEE 2INC-I AIJJ'1.:RGFR SFA_L BE TYPE DRAF_STOPS CEILINGS,FLOORS,ETC. ARL.IVGTON, WA. 98223 F ' IN-kFANCO.UNIT 208 1 1.05 INGEGRAL TOGGLE SV`ICI 600'2=,2" BY HARDWIRED SB2-4648 RTRC(FIBERGLASS), F 4 INo R O_UNIT 208 1 024 INGEGRAL TOGGL /E 5V' P 600 ,2P,20A BY MC HARD V:IRED SB2-46,48 F_ IND T 0 UNIT 208 1 028 INGEGRAL TOGGLE SUI 11600:2P,20A BYMC HARDWIRED SB2-46.48 20. PROTECT"OP-N'CAB_E'VA9RINC FROM IRO UCH MID70R S"ARD EDGES ON FC No 11=1 - _ F. METAL CLAD(MC)CABLE SHALL NOT BE PERMITTED,EXCEPT FOR FIXTURE SUPPORTS,STRUC-112AL MEMBERS ETC.AS-REQUIRED DURING INSTALLATION. F1 IND.OR AN CO-'UNIT 208 1 024 INGEGRAL TOGGLE SV` 600V 2P,20A BYMC HARDWIRED SB2-48 48 WHIP$CONCEALED IN ACCESSIBLE CEILING$PACES. F- e INDOOR E Co.J.aIT 208 1 0.24 INGEGRAL TOGGLE Sc P 60-2P 20A BV Mc HARD WIRED SB2 4s 48 21. VERIFY ALL EQUIPMENT,DEVICE,ETC.LOCATIONS WITH THE ARCHITECT PRIOR TO F '2 IND JR ANC0_JUL: 208 1 0.50 INGEGRAL TOGGLE SU F1600V 2P,20A BYMC HARDWIRED 982-4848 FC 101 INDOOR-AN CO-JNI= 208 1 0,50 INGEGRAL TOGGLE OVU LP 1600V 2P 20A BY MC HARDWIRED BED 46 4b ROUGH-IN_ SEE MECHANICAL DRAWINGS FOR LOCATION OF MECHANICAL CONTACT, FC 206 INooCR TAn co..JNI- 208 1 1 0.50 1 NGEGRAL TOGGLE CRIF-CI l600V 2P,20A BY MC HARD WIRED SB2-48 48 8. RACEWAYS SPA'_L BE SIZED SO THAN IFS CABLE FILL DOES NOT EXCEED 40%. EQUIPMENT.ARC-(TECFLRAL DRAWINGS-OR.SPEC'ALTY EQUIPMENT,CASEWORK PAUL ELLIS UH-1 3AN',n FLA=':A- 120 1 3.3 1 NONE TOGGLE SWIrCF'6WV,IP,20A T-STAT HARDWIRED SA- H'�35 EXCEPT,MINIMUM CONDUIT SIZES SHALL BE AS FOLLOWS,UNLESS NOTED ETC.THE OWNER RESERVES THE RIG 10 RELOCATE OUTLETS,ETC WITHIN 10 OF CAPITAL PROJECTS MANAGER UH-2 ::AS UNIT I-EA--R 120 1 3.3 NONE TOGGLE SWITCH 600V 1P 20A TSTAr HARD WIRED SA-37 OTHERWISE: THE LOCATION INDICATED,PRIOR TO INSTALLATION,WITHOUT INCREASE IN COST. 360-403-4603 WH-1 GAS WATER HFATER 120 i 1.0 NONE TOGGLE SWITCH 60ov IP 20A INTEGRAL HARD WIRED Saimaa A. 3/4"-BRANCH CIRCUITS AND SYSTEM RACEWAYS,EXCEPT AS NOTED BELOW. 22. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE MOUNTING HEIGHT FOR CP-1 CIRCULATION PUMP 120 1 1 1.5 1 NONE TOGGLE SWITCH 600V iP 20A TIMER HARDWIRED SB1-41 ALL WALL MOUNTED AND PENDANT MaJNTED LIGHTING FIXTURES PRIOR TO B. 1/2"-RUNS WITH k'2 AVVC OR SMALLER CIRCUIT CABLE TERMINATING IN A ROUGH-IN. NOTES SINGLE DEVICE. (1) Mc=MECHANICALcoNTRAcroR,Ec=ELECTRIDALcorJTRAcroR 23. SEE ARCHITECTURAL SPEC.SECTIONS(E.G.DOOR HARDWARE,APPLIANCES,DOORS, C. 12"-CONDUIT STUBS FROM ACCESSIBLE CEILING SPACES DOWN TO A SINGLE ETC.),ENTIRE DNISION 11-EQUIPMENT,&ENTIRE DIVISION 22-PLUMBING, FIRE ALARM DEV CE(PULL STATION.HORNSTRCBE.ETC.)OR SINGL=PURI IC DIVISION 23-HVAG FOR ADDITIONA_REQOIREM=NTS,FLRTHER CLARIFICATIONS, : ADDRESS DEVICE(MICROPHONE.SPEAKER.E'C)OR SI'G-E AUDIO VISUAL ETC.OF EQUIPMENT ELECTRICAL REQUIREMENTS. PROJECT NUMBER 2046 SYSTEM SPEAKER LOCATIONS. 24. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE FIRE RESISTIVE RATINGS D. 1"-UNDERGROUND CONDUITS. FOR WALLS,PARTITIONS AND OTHER BUILDING STRUCTURES. INSTALLATION OF REVISIONS: SYSTEM COMPONENTS AND RACEWAYS MUST.MAINTAIN THE FIRE RESISTIVE E. 1"-TELECOMMUNICATIONS RACEWAYS TERMINATING IN SINGLE DEVICE. RATING OF THE BUILDING. 7-8-20 BID SET F. 1 1/4"-TELECOMMUNICATIONS RACEWAYS SERVING TWO DEVICE LOCATIONS 25. POWER,FIRE ALARM,SECURITY&TELECOMMUNICATIONS SYSTEMS INTERRUPTIONS (WHETHER TO THE ENTIRE SYSTEM OR TO INDIVIDUAL PANELS,EQUIPMENT,ROOMS, G. 1 1/4"-AUDIO VISUAL SYSTEM PROJECTORS&INPUT DEVICE LOCATIONS. DEVICES ETC.)SFA_L BH KEPT TO AN ABSOLUTE M N MJM.AND SHAL.NOT BE KITCHEN EQUIPMENT SCHEDULE DONE WITHOUT PRIOR APPROVAL&SCHEDLUNG W'IFF I H I-ARCHITECT A MINIMUM OF 14 DAYS IN ADVANC-AND CCNrIRMED 48 FOURS IN ADVANCE. 9. DEVICE BOXSIZES SHALL BE SIZED IN ACCORDANCE WITH NEC FOR BOXFILL,EXCEPT ITEM CITY. DESCRIPTION VOLTS PH. UNIT KW CONNECTION ROUGH-IN NOTES MINIMUM SHALL BE AS FOLLOWS,UNLESS SPECIFICALLY NOTED OTHERWISE: 26, SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 FEET C=ANY AIR SUPPLY NO. FLA ELEVATION VENT OR ANY FLL QFESO-NT'._�GHTING BALLAST REGARDLESS CF THE LOCATION A. POWER&LIGHTING-4"x4"x 1112" INDICATED ON THE DRAWINGS. 1 1 GAS OVEN 120 1 2.0 CORD AND PLUG(NEMA 5-20) 5" 2 1 HOOD 120 1 1.5 HARD;"✓'RED VERIFY B. TELECOMMUNICATIONS-4 11116"x 4 11116"x 2 118" 27. FIRE ALARM&SECURITY WIRING SHALL RUN FROM DEVICE TO DEVICE WITHOUT 3 2 D'SHVVAS_-ER_ 120 1 1.200 HARD btiftED AT FLOOR SPLICES OR TAPS. AT EACH BOX THE INCOMMING PAIR OF THE INTEL'_'GENT LOOP 4 3 s ICRObVAVF 120 1 1 200 CORD AND PI 11P NL MA.5-20 72" C. AUDIONIDEO-5"x 5"x 2 7/8" CONDUCTORS SHALL BE IDENTIFIED WITH A SINGLE WRAP Or RED:O-ORED 5 4 REFRIGERATOR 123 1 9.8 CORDANDPLUC NEMA 5-20 45" 6 2 DISPOSA_ 12:) 1 7.2 CORD ANT P TUG(NEMA.5-20) 18" ELECTRICAL TAP E.'T'TAPS SHALL NOT BE INSTALLED WITHOUT SP ECIFIC APPROVAL 7 2 INSTAHOT_ 123 1 0.750 CORD AND P_UC LLEMA 5-20 18" D. FIRE ALARM,ACCESS CONTROL.SECURITY.PAGaNO AACILLARY.OTC, FROM THE ENGINEER. B NOT USED- SYSTEMS SHALL R=N AC.A RDAvCF'✓VHF T IC MANJI-ACTLR-RS 9 NOTUSED - REQUIREMENTS. 28. LABELING&NAMEPLATES A. OUTLETS SHALL BE LABELEDWITH THE PANEL AND CIRCUIT NUMBER FROM SHEET TITLE: 10_ DEVIC VOLNTIAC FGPTS SLAT I SEAS ROT LOVE'S LINT FSS SPFC=ICA_I V NOTED WHICH ITS FED. -ABCLS SHALL BE HEAVY DJTY,ADHESIVE TYPE,CLEAR OTHERWISE. MOUNTING HEIGHTS SHOWN ON THE DRAWINGS ARE TO THE CENTER TAPE WITH BLACK LETTERING,MADE WITH A LABEL PRINTING DEVICE. ELECTRICAL - NOTES, OF THE BACK BOX FROM THE INTERIOR FINISHED FLOOR. B. JUNCTION BOXES SHALL BE LABELED WITH THE PANEL AND CIRCUIT NUMBER MECHANICAL 6 KITCHEN MISCELLANEOUS EQUIPMENT SCHEDULE A. POWER,TELECOMMUNICATIONS,AUDIONIDEO,ETC.RECEPTACLES-18" CONTAINED WITHIN. MARKING SHALL BE LEGIBLY HAND-WRITTEN WITH BLACK B. LIGHTING SWITCHES,CONTROL STATIONS,ETC.-46" INDELIBLE MARKER. EQUIPMENT SCHEDULES ITEM CITY. DESCRIPTION VOLTS PH. UNIT KW CONNECTION ROUGH-IN NOTES C. REFER TO SP ECI-ICATIONS FOR PANELS,DISCONNECT SWITCHES,STARTERS, NO. FLA ELEVATION C. DEVICES ABOVE COUNTERS-4"ABOVE BACKSPLASH. ETC.NAMEPLATES A ND LABELING. D. FIRE ALARM PULL STATIONS-46" 10 1 EXTRACTOR 208 3 5.2 HARD WIRED 11 1 G_AR".ftYEft CABINET GAS 120 1 9.3 HARD WIRED E. FIRE ALARM NOTIFICATION APPLIANCES-90" 12 1 C.C:T TES DRYER 203 1 4.500 CORD AND PLUG NEMA 14-30 46" PROVIDE CORD END 13 1 CLOTH=SWASHER 120 1 1500 CORD AND PLUG NEMA 5-20 45" PROVIDE CORD END F. EXIT&EMERGENCY LIGHTS-100" 14 N'.J-.,S-D 15 N') S:-:1) 16 1 -A.COMPRESSOR 208 3 32.2 HARDWIRED 46" PROVIDE DISCONNECT SWITCH(208V,60A,3P,3W,NEMA 1,NON-FUSED) 17 NOT USED 18 NOT USED ' QUIENTiN BUTTER PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: JULY 8, 2020 DATE COMPUTER FILE NAME E � 0 - 2 n COPYRIGHT 201.CARLETTI ARCHITECTS.P.S. O CARLETTI ARCGHITECTS P.S. archltecNre,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VEIIRNOIIN, WA. 98273 Fax: I360) 424-5726 41 e K ENGINEERS INC. Q4,- 208 Third Street K) Lynden, WA. 98264 Bus. 360 354-4757 FAX �360; 354-6794 R. DI ' I 1P of WA3 A 1\/ ,�/• C ��I H78/�q11� 10 Ai1 A l'. SrONA6 ' I'10 UY GND) � � I / �4!� ANEW FIRE STATION FOR: / I CITY OF ARLINGTON / SMOKEY POINT STATION ARLINGTON, WA. 98223 AOL 4`^ Q \ I' (4 110 AM CONTACT: PAUL ELLIS /� \•. 'PVC(4 a 10 AM / \ \ I-10 AV.(3ND) CAPITAL PROJECTS MANAGER OONN TI T TO �---------- --'� / /� ♦� v TELE :E V151CN I� 360-403-4603 .. OF To / \ A.\% / ♦� BE R'11 \� / J�2 PROJECT NUMBER: 2046 */ ( -\, _/� ^♦ /'� I'PVC(g a 10 AM \ I''FVD(7 10 AM PF v // v `,:v' MI®Au�cNw REVISIONS: .�8 � � im�u�crD1 / 1 1 7-6-20 BID SET r r 'WEST TO EAST \� TELEPHONE yTILITY) �\ CONNE PO'NT r0 1. 7'PVC CD( ,ELEVI510N UTILITY) \ FU IMA S''o fiE �/ (TYPICAL FOR 6) C // 2'PVC(CC,FIBER OPTIC UTILITY) \\ p H r �♦ ow P FUTURE EV CaAR\GINq ji STR4IGHT.Rd1ND I'PVC(4 ®"AWG�\v �! 4'PVC(FUD PRIMARY) a ALUMINUM POLE .1 e 10 AM GND)'.e. �\ �sz CC VIED C� y — 'pO�O i / 1 iT' SHEET TITLE: \ \ � ELECTRICAL - n SITE PLAN Z40 ir�i WATERPROOF /'� FUSEHOLDERS WITH FUSES HANDHOLE V. Vv��� D,SSITE LIGH , ::S/ll / I jl �''T• %W vvvA .fir PI1D'PADMOIWT COVE HANDHOLE //// /,dLOCAT�O TO /% I. BE VERIFIED) ' ENDBELL 'ANCHOR BOLTS(4 `.) 4 ,,,yyy���,,, (48'LONG,SUPPLIED BY CONTRACTOR CONTINUED ON (TYPICAL TO MANUFACTURER FOR PRECAST —�, RAWING E 3.1' FOLE LIGHT BASE) TINUED ON CONTINUE ON PRECAST CONCRETE POLE LIGHT BASE '•'*.0 \` DR E-2 DRAWIN -4 % {x EL)CH WITH I 1 QUIENTIN SUTTER \ \ / PROJECT ARCHITECT: DS //, KL \. \� /i / 24' / � \ /i/ ! I! i; DRAWN BY. a PVC(2 14 AUKS) DETAIL - PARKING LOT POLE, BASE 4 LUMINAIRE1/4' BI) BY: `'\''4LPOST INDICATOR VALVE ) SCALE:�'•1'-0' ,•�� / JULY 8, 2020 DATE II II COMPUTER FILE NAME ELECTRICAL - SITE PLAN = SCALE= 1.20-0 -� COPYRIeHT 2010 CARLGTT[ARCHITCOT9.P.9. CARLETTI ARCHITECTS P.S. architecture,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON. WA. 98273 Phone: 13601 424-0394 Fax: 13601 424-5726 K ENGINEERS INC. 208 Third Street Lyndon 36) 98284 Bua. (360 354-4757 { FAX (360) 354-6794 TN R.DI v10 Ge was .o aq d4194 it R�l9TER� V T--- — — 1 �- "--- —_ _-------- ---_ - — — _ --_ ---_ ----_ --_ ----_ l017 L - -- --- rG COVER��� ..,.�� A I 0 A NEW FIRE STATION FOR: + 9 20 CITY OF ARLINGTON Exsnn�PCRrASL _( - DAY Roots I SMOKEY POINT STATION I M T j I PAnD .cfuiPe lR1RJ SHED BYO RNCLOSURE ——- a I'E_MT(3"6 A'd'G _ L I C.T.cr - 41�B A Y G 7J a 32 34 �I ARLINGTON. WA. 98223 INSTALLED BY CON ACTOR) _ _ IUIP ILL IR —BI NIA K'TGH_N - - - - B I IB' IS s 5- .Gv'AC'OF) 9 _..:9—. 9 --� - 15 WF GFI 5 SLEEPER SLEEPER L` SLEEPER SLEEPER -L R EEPE c -MEER/ 102 —2'EM (4'I/O ALYs K .,.oE P 10 - _ � �4MAlIY.a GNDJ KCMI� T ROOM PANEL.p131 -L r - �s,e PMIEL i `�iBt-1,9,11 13 12i" 123 124 R mP R000N MAIN � vA 20,22,24 - � e ants c"Cr 1os NO], DINING ? se2-r,n,e. CONTACT: a ' -- — A�, nan s T PAUL EL IS L 0 GFI �13 aN_�sA4� �� CAPITAL PROJECTS MANAGER 11- 4 14 4 �'I'8 A',.4'31 �cPANO SB r\� �• 12H _ y _ 36 GFI ie - $A-13, 5A 14, 14 T 681 26 28 30,32,34,36 3 J �_ NCI-20,22,24 - �- 360-403-4603 =I GFI 15,Il,32 GPI �- HALL __ t � ,: AUTOMATIC TRANSFER S.UITCHJ = 32 ,}a.. IIr' SEE D_TA_, �._ I� 36 GIRR .'RR GFI ,� RR * IR DRALUINs E-2.4 �'—�� ICI 3q- a�ICB — 120 130 131 , GFI 192 31 9 11 CH SEE DE /,IL, e 36 6�31 e PROJECT NUMBER: 2046 - DRALI\G- 24 BUNKER NCI 32 y 1 II -34,36,38 40 PANTRY 10 4611 . NBI-6,10,12,14,16 ass LauNDRr ....GPI 28 pb ab _ 2e ... qm J REVISIONS- g SA-2,a,e,a �; Boa_ 2 2m 7-8-20 BID SET I, S@I-t,4„6,9 HALL 134 -- �46 COHEEREncE •T2 FLAT PANEL ?o_ _— — 1 \ k _— HALL GFI .. ._ HH..._ - — C O OVERHEAD DOOR HALL B -- FOS --_—_ a1 - CONTROL PANEL l09 ' 6BI 14,Ib 18,' HALL 42 — / 1 20,22,24 Y 141 PAjfo - 141 APPARATUS BAYS 100 �� _- .2� a„ � �.., tea„_ c?�.�a _l _ - a �LSamR OD-3e,41.43.45, F_ �', DECON LIBRARY 2 n5 �I OEEICE I� 4 B OFFICE 142 29 oE20, 2 20 -23 4 R ENTRY 767 24 C 41,49.51.53 4 LS-70R I I-I I4._ `46 ... 2... 2— E 1�4 __I, ,-138 —2 t39 30, OFFICE 20.,22 -,. 2 GFI 4 IS VC2-3T0— f8 t4�� -rr ........ .:Ilpl_ ...,�� RR E BRJ b 24<6 166 LL-_ .i 143 T I G I6 II I 5L5-2OR 2L5-20R 0 1 4 O C OLq �iti F GI �GFI F112 CJy A[ 6 SEE DETAIL,53 SENSE <ou� B� SHEET TITLE: OVERHEAD DOOR / R4WN3 E-2.4 `F — _ c ELECTRICAL - 6-� B �. - � D�RICAALR ENTRaNCE _ - ��— �� AININO ROOM 13 GFI r - COVERED - SENSING EDGE �• -SENSINGEDGE' 'i��, sENsrfeeRoe n w - -_ 45 FIRST FLOOR a - - —a �Il h IdI �- - POWER PLAN I� F AT H .12• o a,. „a G, 1 'a 6 ' IIe QUIENTIN SUTTER i. L (- a c, r - _ L __. c PROJECT ARCHITECT: KL a a Z. aI c a - 'L DRAWN BY, c 3 Bo c _ CI CHECKED BY: JULY 8. 2020 - DATE COMPUTER FILE NAME ELECTRICAL - FIRST FLOOR POWER PLAN SCALE= 1/8'=1'-O' 2 . 1 + COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. 0 CARLETTI ARcmITECTS P.S. archltectwe,08nning,Interbrde9lgn - 116 EAST FIR STREET SUITE A MOUNT VERNON. WA. 98273 Phone: (3601 424-0394 Fax: I360 424.5726 K ENGINEERS INC. '� 208 Thlyd Street t 12 g Lyndon. WA. 98264 �,- �/ y'� � . 1 ° Bus. (360) 354-4757 T I 11 I FAX (380) 354-6794 R. D� P 0 1 F A A 0 I r Bey a�G ° I R n r-4 4794 G A 'W79TF:p' r 1, TONAL RATIO I d A NEW FIRE STATION FOR: cu '� CITY OF ARLINGTON LL �TNCLosur� �CSA-44,46,46 a(Aur�uo SMOKEY POINT STATION ARLINGTON. WA. 98223 -M41Q s81-a0,4a$A-18 DAYROOM 31p _ / A — _._._ I... _ ..... M RLCO L. ... .... M. p�p( TO INDOOR I1NIT .�EEP "E _—.. ROOM 4 W"I P1TUFEPANEL N52 HP-I IN ROOM 200 WORK SHOP EM O6 iLEERER 5 ER SLEEPER SLEEPER SLEEPER ' Sl EEPER V 102 I ��FAry II STORAGE STORAGE GIVING L^2I �,,- �251 L126J J EF OM v PA 'B HOSE ROOM/ r^37 �24J MA io, , ^o< OOMOPRESSOR 5 "� Fc Pc 122 PC �u—� NBI-2 oR Ho eH CONTACT: °_- EH' c rc III Fc rc CAUL ELLIS - P �_ ' ° �I ° CAPITAL PROJECTS MANAGER 23 �sA-16 Eu EH HALL NCI-35I ALL 360-403-4603 !, uH _' � 5B2•S�} 25 F'E 13 _ 35 PANEL ACC P 31 9 I�i AIR CLEANER CONTROL r 12® :.. e ACGP) (VIA ACGP) ':",HEN ,, e 8A-25,11,79 � I ^e �R rer= I RR F4 r Fc j' TAIR K CJ f lao ^3T _.,,r r 3 91 DH w k PROJECT NUMBER: 2046 I1 ' 9 _ - BUNKER I _Al NCFI C01l FE RE.`T. GEAR O I �134 r,as REVISIONS: < 1 3 90 JO 31 19 3G 71 VEC vE0 15 10B ,8c 15 : �A 013,15 7-8-20 BID SET i- - ,P r ALl I °I iT NCI-_,21, 9,II,13,15,11 pn+it �I 141 APPARATUS BAYS — 23,25,27,29 I1 NCI REPORTS 1I BRARY - � 4 . 1 u�E I - ✓92 ACGP , L DecoN A SCBC Irr � ... : I FC � JESTIB T 3 E J --•w DOOR ROIL 5'L'ITCN 8 5 EH : [i^a� oA 1119 �� L T \I o P � � (TYPICAL) �. I .I, 12 r - SHEET TITLE: ttY/PT.- �. ITIERL ...._ . •1e 18 TO E�AM iRM15M _ J a ELECTRICAL - NTRANCE �. -leE TeA:n [CCIv PFIOTO BEN I RECIEVER 1 . e • IB ° FIRST FLOOR P — —L # - MECHANICAL CONNECTION PLAN III° ! ° °� <h -- ---- b V V V ____--____—__ a y^ a n _ n QUIENTIN BUTTER � ° ° I° PROJECT ARCHITECT: L� �1 ° a ° KL DRAWN BY �1 < 2� F9 « � , �4� 5� �8�� 1� BD CHECKED BY. T I a J JULY 8. 2020 DATE COMPUTER FILE NAME ELECTRICAL - FIRST FLOOR MECHANICAL CONNECTION PLAN ,J SCALE• 1/8'-1'-O' 2 . 2 + COPYRIGHT 2019 CARLETTI ARCHITECTS,P.G. CARLETTI ARCHITECTS peso architecture,plannng,nterior design 116 EAST FIR STREET SUITE A MOUNT VERNON. WA. 98273 0 9 29 04 6 7.1 O9 Phone: (3605 424-0394 Fax: (360 424-5726 K ENGINEERS INC. 208 Third St—t Lyndon, WA. 98264 Bus. (360) 354-4757 FAX MO) 354-6794 i -- R. — —-- _._. --_— _ _ _ _— --_—_ A 3 1 OF wa A ------------------------------- F = _ - _ -f - -- -- ---�- Y, -- ---- ONAL O -- ....... _ T -- - -O o tvCI 3941 �FANELNO j �,�, F NELNC2 ( A NEW FIRE STATION FOR: STORAGE i5 27, IF C CITY OF ARLINGTON -- -- 0 2_231 ANEL Gl SMOKEY POINT STATION P e -- - — >, 39 33 o PANELfie2 ARLINGTON, WA. 98223 C a - F DmN TO OUTDOOR UNIT UNIi ON FIRS T FLOOR I I �,.Ta:7 r.... zcJ ' I i �I CONTACT: PAUL ELLIS CAPITAL PROJECTS MAN AGER I -- --- --, 360-403-4603 ------------------------------------------------ 6e1-39141 t 'I APP'RATII 5 A 5 _ I (iAYQ BELOW I 'I II I PROJECT NUMBER: 2046 I a I I D 41 II O REVISIONS: - >ORA6E 7-8-20 BID SET s{ 2 E . --- II i I I Ii I SHEET TITLE: I i II ELECTRICAL - MEZZANINE POWER PLAN - - -) — I H ---------------------------------� O O O O Olfl O QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: JULY 8, 2020 DATE _ COMPUTER FILE NAME A ELECTRICAL - MEZZANINE POWER PLAN SCALE- 1/8'-1'-O' + DDPYRIGHT 201G CARLGTTI ARCHITECTS,P.S. µ /.,'I sas=aT�a 14 ...... s..(VIA KITCHEN CONTACTOR) KITCHEN CONTACTOR CARLETTI ARCHITECTS P.S. architedum,planning,interior design KITCHEN 61-IUTDCUN PUT'GN \ 116 EAST FIR STREET a0• SUITE A 5 MOUNT VERNON, WA. 98273 JI7 ,45' S62-IB,20,22,.24 5 - Phone: (360I 424.0394 3 14 Ib -30' Fax: (360) 424.5726 METER BA5E ___... __ ._. I2 .45' (VI 24,CH N CONTINUED ON < (VIA KITCHEN 3-Ip'PVC(CO,FUTURE DRAWING:E-I.I ry�r— ,am K ENGINEERS INC. I 15 CONTACTOR) e 6 -- 1 EV CHARGING) '7 s PO 208 Third Sfreaf —...T.... P4'EMT(CO. fiDE:Rj) 6B2-32 Lyndon. WA. 98264 PUD METERING) '! � ,�-- .45'' .30' FAx f360) 354-4757PANEL EV , sa lVIA KITCHEN ImAT.E94 PANELCONTACTOR)2C�ONTINUE P-2y'PVKITCHENN8" 4 .45•-- - ELET,,/ gRAWING .I --- --- � RootsPANEL_ na � R. DI3 i`4 PVC(EACH WITH _-- 102 1 1 10 .3m' ,v'``GF NA '0� IT" KCMILJ " MAIN PANEL NA �2 PVC(4•1/0 ALM i 45 2''MT�4�GND) �RGNNTllINU -� 4 26 .l2'. 882.1,4,B q,,�w94�qCIS RITURE PANEL n, -- IE6 AU GND> Py'EMT 4�3 AIlYs 1 ze .45' __- CFFS1OONATEt T ATISWITCH-- - .- --- z%'4v .45• .45'— .45• � ALZGND) rcMIL 7 4 6 _ A NEW FIRE STATION FOR: CITY OF ARLING70N 1 5 5 5 SMOKEY POINT STATION ARLINGTON, WA. 88223 �\ DETAIL - SHOP/SCBA PLAN DETAIL - KITCHEN PLAN CONTACT:PAUL ELLIS SCALE- 1/4'•1'-0' CAPITAL PROJECTS MANAGER _ SCALE- 1/4'•1'-0' 360.403-4603 PROJECT NUMBER: 2046 RADIO PLECTRON PAGER REVISIONS: (BY CUNER) I2VDC tMUSHROOMHEAD MOUNTED 7-8-20 BID SET NAMEPLATE ALARM RELAY PUSHBUTTON (ICE CUBE TYPE) ILLUMINATED(RED) PUSHBUTTCN CONTROL SCHEMATIC DIAGRAM DET)4IL - KITCHEN 5HUTDOWN 4 RAD10 PLECTRON ALARM RELAY RESET CONTROL STATION PB NO SCALE NO SCALE ., SHEET TITLE: ELECTRICAL - � DETAILS NG2 13 5 `5r� �3 Ol �6� ��) NEUTRAL �+R ALQPo'1 RE6ET .45' •45' T2' 45• f RELAY STOP NC2-T 1,I'.,13 '.... C3 e n< -�15/I PB•I R h� yy (OPEN6 ON PB NIi_........ AN ALARM) CI a CI- KITCHEN CONTACTOR C� " ---- '-' E (30A,IOP,WITH I20V COIL) L______________.. QUIENTIN SUTTER: PROJECT ARCHITECT: KL DRAWN BY: DETAIL - BREAK ROOM BD -� SCALE- 1/4'•1'-O' CHECKED BY: JULY 8. 2020 5'`CHEMATIC DIAGRAM - KITCHEN SHUTDOLIN DATE GONTAC It ¢ CONTROL ' OR `h `SON It ROL 6TATION5 COMPUTER FILE NAME NO SCALE E - 2 . 4 COPYRIGHT 20M CARLETTI ARCHITECTS,P.B. ROOM CONTROLLER 119 ROOM CONTROLLER 142 ROOM CONTROLLER 145 RELAY ZONE LV CONTROL DESCRIPTION RELAY ZONE I LV CONTROL DESCRIPTION RELAY ZONE LV CONTROL DESCRIPTION a 1 LCS-1 VS DM KITCHEN a 1 LCS-'VS DM DZ FITNESS a 1 LCS-1 VS,DM DZ FRONTOF ROOM b 2 LCS-2 VS DM DINING a 2 LCS-1 VS DM DZ FITNESS a 3 LCS-1.VS.7M FRONT OF ROOM C 3 LCS-3 VS DM DZ I DAY ROOM a 3 LCS-1 VS DM FITNESS b 1 LCS 2 VS.�M D7 SACK OF:ROOM d SPARE b SPARE b 2 LCS-2 VS,CM,DZ LACK OF ROOM SPARE b 3 LCS-2 VS.DM SACK OF 100%1 LOW VOLTAGE CONTROL LEGEND: d SPARE c 4 LC53 VS DM SRFA4 COLN-ER _CS-1 LIGHTING CONTROL STATION-SWITCH I,TYPICAL d SPARc VS VACANCY SENSOR(AUTOMATIC OFF,MANUAL ON) LOW VOLTAGE CONTROL LEGEND: DM DIMMING LCS-1 LIGHTING CONTROL STATION-SWITCH I,TYPICAL LOW VOLTAGE CONTROL LEGEND: CARLETTI ARCHITECTS P.S. DZ DAYLIGHTZONE VS VACANCY S=NSOR(AUTOMATIC OFF,MANUAL ON) _CS-1 LIGHTING CONTROL STATION-SWITCH I,TYPICAL a¢hitedure,planning,interior design DM UVM'NG VS VACANCY SENSOR(AUTOMATIC OFF,MANUAL ON) DZ DAYLJG-I ZONE- DM DIMMING DZ DAYLIGHTZONE 116 EAST FIR STREET SUITE A MOUNT VERNON. WA. 98273 Phone: 53601 424-0394 Fax: 36011 424-5726 K ENGINEERS INC. 9 2.9 04 5 11 O 208�3 0) Street 7 Lyndon,WA. 98264 Bus. 360 354-4757 FAX 3:0 354-6794 R.DI `rP OY WAs A 79 IST i a — 1 AAa IOxn1.F1' — — �— I a -- — — -- --VER — -- -- — Ecs E<3 Ems PATIO ° A NEW FIRE STATION FOR: -- Lc< AAz CITY OF ARLINGTON SMOKEY POINT STATION — —/ YLc; ARLINGTON. WA. 98223 — — -- ------ a-1 AA DAY ROOIrI B9, —— —r- r E - ----� - ez ez € 662-2 �� I f RISER/ " ROOM ROOM HOSE ROOM/ - COMPRESSOR 1� K I J ERL' - L n E1 P[E 'R MECH LEAN STORAGE K ^< r \ 03 woRK SHOP DINING L =z� L C� ' L L CONTACT: �,I tije �.� �� 1os �� K� e 662-6 PAUL ELLIS E 1 _ sO_ =_J CAPITAL PROJECTS MANAGER C e ROOM I]aV .r_ === P- "+__ ., �1�1' l 360-403-4603 r is I Mal Ebs Lc fy �L -.. K 1 D 126 Mal Z ry; - C2 ' - Mel 1'Eez= R R �i31 YJ 120VMAI � e I .Iaov K ; D Mal sLL,-e PROJECT NUMBER: 2046KITCHEN�{cA zmv ns MaIS ...Mal 1 __ 1-2 1 - - sEccnp, C M _ M REVISIONS: K Mal 1 ] x ® Hai F ocR n II I c. - B LED7-8-20 BID SET Lbz K Izmv K f i I I ��_ � R x yAL al Mall Eez _ M �xLp F M A gas.' Lc III I '100 G1 I it .—. L. D aALL_Lh__�'�D 1 -•- Fa+___w L -- Y X B O I2mv Z Q��_. _.-- \���✓/\/ \ 1411 APPARATUS Bp 5P, , 5 I`y I LC Sa14P 9'd Y $ F T� 5 TRY L� LD L L U LC ILL I i••.� AA7 R ] r Vmv K' El I F � E F F tr F 11 R Baz Pa �- �, L PP TUC 1, - r �mr I- \ _` i ` F----------- —_ 4-- R Izmv -- FFc4 4c4 sav L { ELD RR ;- '�„ __... - K 1 z - — �sn4u e, LC Le --- SHEET TITLE: --- - - ELECTRICAL - - � I 1 / Na \z Bbr FIRST FLOOR —\- — — - -a- ' -- - A R'oo A z _ _ e T 9 4 LIGHTING PLAN - - ——— � Ba3 Joy—T --- — - i— _ F i 40 Al rLc o G SEE o DRAWING E, 32 n a 666 a C AA,2...� a QU[ENTM BUTTER I � ARCHITECT: PROJECT A r. -� KL DRAWN BY: a 2 �^ O O\� 9 BD CHECKED BY: JULY 8, 2020 DATE COMPUTER FILE NAME ,, 11 ELECTRICAL - FIRST FLOOR LIGHTING PLAN J SCALE= 1/8'=1'-O' + COPYRIGHT 2010 GARLETTI ARCHITECTS.P.S. I i -- z� - - - - -� CONTINUED ON II _- DRAWING E I.I - C AA CARLETTi ARcHVYECYS rM5. --- �Az - ---- / I'PVC(4 1 10 AW5. - -- architecture,Flan .r o design u r� No vlmauGGNo) 116 EAST FIR STREET CONTINUED ON SUITE V vRAwINGE-3.I _ ERNON, WA. 98273 5 BA ' Z CLEAN �/ HOSE ROOM/ WORK SHOP C EL EC, ROOM �i�/ STORAGE COMPRESSOR RGOMPhone: 360 424-0394 oz Flo-3-1oa - -�05 EMS - r Fax: 1360) 424-5726 `[ ( RISER/G G PANEL NB C3 // (3 G ,I STORAGE �;�. MECH ( ROOM 120V �) 11mV 120V 106 0 D1N1"G ENGINEERS N 208 Third Street CG -_ A_ SI _ Lyndon, WA. 98264 ` K c. r - - --vLrl - - ua. (360)354-4757 .1T-m', / < < NIL PIPP(, _ FAX (360)354-6794 ! 9.TS XT R..R LIGHTING e PP - -- 1 - C01TR k.EN LOSURE �. _ i r - - �. bNLL L� (emE DL`A_DLK-.E-3.41 �... Y L L, z _ �L __ — - j R. D j T III HALL YlR,OF MA A� n I i _ A wa oaG ba / 0 ....... _ ZONAL J, J, \ - I I I Jb -- I A NEW FIRE STATION FOR: CITY OF ARLINGTON Jb I SEAR ER i� �(„ SMOKEY POINT STATION JN L sTA K1Tc EN ARLINGTON. WA. 98223 1 I3 vc a - 8 I 11 I { L CONTACT: Z - � - PAUL ELLIS G� CAPITAL PROJECTS MANAGER I � - 360-403-4603 X k __. a r(EIUIp111a0111y - ate€ J J - I I PROJECT NU� MBER: 2046 HALL N� J. 10B / L_ JN Je I REVISIONS.. ',. APPARI TUS BAYS ____ ........_._ _._...... $S$ea 7-8-20 BID SET 100 � l - CON Fill LJ I _ � REPORTS LIBRARY '.. I Jb Jb J '.. L x F POLICE - i SHEET TITLE: I 2-m Y R.R. a ELECTRICAL - r f L - APPARATUS BAYS .9 - 9 m Je Je J ;- LIGHTING PLAN 1 I I �./ .Ian-8• � I kkll ------------AA,_--------- r, STROBE JGHTS ON 60TH SIDES f - couei .. Z CF GCOR TO F ASFI WNEN DOOR / ENTR, O-ET N5I LOS\G.IV'ER-OCK - �l (TYPICAL P CONTROLLER OOH,?4DOORS) .9 0' m\ .9 .9'-m' �r 9 i0' - ` L= _ c QUIENTIN BUTTE R• = .lae•12 2' � 12'2' PROJECT ARCHITECT; v N L ---AA2- NNIi IroILLUMINArEDSIGN. AAI INHI - -- - -AA2- ------ ---CHI --- KL ((COORDINATE ROIK�H- I I ELEVATION) DRAWN BY: I $D �� D LNDERSI1) OFSOFFIT I CHECKED BY: MI Z, - ---. �..----- - D AIMED OUT TOWARD DRIVEWAY. I GG�,I ,! (TTPIOAL) JULY 8, 2020 -I DATE COMPUTER FILE NAME ,, 11 ELECTRICAL - APPARATUS BAY LIGHTING PLAN J SCALE= 1/4'=1'-O' + COPYRIGHT 201e CAR_MTTI ARCHITECTS.P.S. rA O CARLETTI ARCHITECTS KS. architecture,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (3601 424-0394 Fax: I3601 424-5726 K ENGINEERS INC. 208 Third Street Lyndon, WA. 98264 Bus. (360) 354-4757 FAX (360) 354-6794 0 9 2.9 04 R. �I l4'pF 1rA3 A 0794�g11� ' . ONATL ----------------------- A NEW FIRE STATION FOR: - -- -- -- - -- — -- -- - —------ — -- CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON. WA. 98223 - ---- - - -_=_ — �. CONTACT: Gem i Pay.LNCI PAUL ELLIS G G 20v G G sov 'G D—EANEL NC2 CAPITAL PROJECTS MANAGER Ncl-a 360-403-4603 ---_.________ sTG(RAGE 2mv -ANEL 561 Y I ace DOUN TO PROJECT NUMBER: 2046 12m FIR5T FLOOR G G!. REVISIONS: 12 mV 7-8-20 BID SET T. APPARATUS EATS EELM G I TORAGE G G SHEET TITLE: ELECTRICAL - MEZZANINE i ( I LIGHTING PLA N O QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: II 6D CHECKED BY: OO O DATEY 8. 2020 COMPUTER FILE NAME , 1 ELECTRICAL - MEZZANINE LIGHTING PLAN J SCALE- 1/8'=1'-O' + COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. - Q 13 N l 9 RIB RLAY CAI ARCHITECTS P.S. architecture,planning,Interior design TIMECLOCK N 2v 116 EAST FIR STREET L :e Tl SUITE A PARKING ZONE I MOUNT VERNON, WA, 98273 L L (INCL.FLAGPOLE) Phone: 136& 424-0394 RIB RELAY Fax: O 424-5726 PROGRAMMING, ZONE I PROGRAMMED ON nv FROM DUSK To DAWN n K ENGINEERS INC. ZONE 2 PROGRAMMED ON PARKING ZONE 2 208 Third Street FROM DUSK TO 10:WrM,OFF (INCL.SIGN) Lyndon, WA. 98264 FROM 10,00PM TO 6:00AM, Bum. (360) 354-4757 ON FROM 6:00AM TO DAWN. FAX (360) 354-6794 ADD ADDITIONAL OFF COMMAND AT 6:00AM FOR CALENDAR DATES WHEN B CA IS BEFORE 6:00AM. p.� R. O! RIB RELAT ti RV OF Nq C+S•G w a IN BUILDING ZONE I 126 F��f9xEt" RIB RELAY 's'ONAL nV BUILDING ZONE 2 A NEW FIRE STATION FOR: I SWITCH ZONE c I I SWITCH ZONE b I CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 DAYLIGHT'ZONE I 10VD'C(PURPLE) _t________________ _, DAYLIGHT SENSOR ®— I y00MM1(GREY) ____ff____--_�___n I r— r— A ca A 103 CONTACT: j PAUL ELLIS CAPITAL PROJECTS MANAGER j I j I i i 360-403-4603 - `---------------------------------------' Ijlj II: - I IIII II _ I IIII 'I LIGHTING CONTROL DIAGRAM - EXTERIOR LIGHTING DAYLIGHT ZONE 2 1j I NO SCALE 1. 1i1 -----y10 ( RPLE_===_____-- —IIII Ij DAYLIGHT SENSOR PROJECT NUMBER: 2046 (rJ I r-----ICAMMON(.aREY) r----= IIIIIIII I — A c2 A bl iiii iI REVISIONS: IIIIIjIj I 7-8-20 BID SET o-- llll i1 `--`----------------------------- I I I ---- ----------------------- --L---------------------------------- �I F____.IO VDc!PURPLE) � ------------------------- IIIIIIII c01MINON(GREY) SWITCH ZONE a I l l j j FIXTURES SWITCH Box o-, I IIIIIjIj II --------------------- r-- �j I I Aa II I I I ___________________I 1 ( II I III r SLUE WHIOTE/BLUE4�--------------------I — ��-0.J GR£Y i---LOW VOLTAGE NOTE:DESIGN BASED ON DOS.IF A I T A e LIGHTING CONTROL PRODUCTS.IF AN IIIIIIII I I LIGHTING CIRCUIT N BITE BLUE I� -----LOW VOLTAGE DIMMING SWITCH ALTERNATE MANUFACTURER OF I l l j j BLUE ACK RED�-------------------4 LIGHTING CONTROL PRODUCTS ARE I I I I I MOTION SENSOR MOMENTARY USED,SEE MANUFACTURER IIIII I I I BLACK_ --------- I IIII I— �______________ �_________ I i CONTACT SWITCH DOCUMENTS FOR ACTUAL WIRING. IIIIIIII �_ 'L I I J DETAIL SHOWN FOR INTENT. IIIIIIII I MOTION CONTROLLED LIGHTING POUTER PACK I I j IIIIIIII I I (WIRED FOR'MANUAL OWAUTO OFF',TYPICAL I I -- IIIIIIII II FOR LIGHTING POWER PACKS) I I SHEET TITLE: ---- iiiiilil i1 --- iilillll l i i i I ELECTRICAL - t—I—MOTION CONTROLLED CUTLET I j j I I 'r—MOTION CONTROLLED OUTLET I IEEE FLOOR PLANS IF APPLICABLE) I I j !SEE FLOOR PLANS IF APPLICABLE) I L i______ MOTION 81 LIGHTING DETAILS -------` IIIIIjIj II _________� r— B�_ R , I ---LF L: LUE PURPLE0® _ ---------------------I—I—IJ UHI YEL/ Room IOTER/ABNLGUEE G RED Controller JI ER CIRCUIT WH 1E BLUE C�a ------------------ WRC-3160 __________ I H BLACK I AII NOTE:DESIGN BASED ON GRE ENSATE YELLOW B RED tl BUE PRODUCTS.IF AN ALTERNATE BLUE --- ------------- ___ _®Lq�_g MANUFACTURER OF LIGHTING CONTROL POWER CIRCUIT ® z _____________--JJ Ij PRODUCTS ARE USED,SEE H BLUE —ILI— MOTION CONTROLLED OUTLET POWER PACK MANUFACTURER DOCUMENTS FOR LIGHTING CIRCUIT H WHITE O® =31 __________________+ (WIRED RFOR OIFORTLET POWER PACKS)OFF',TYPICAL INTENT. WIRING.DETAIL SHOWN FOR ® QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: LIGHTING CONTROL DIAGRAM - TYPICAL ROOM5 WITH ROOM CONTROLLERS CCHDECKED BY: NO SCALE LIGHTING CONTROL DIAGRAM - TYPICAL ROOMS WITH POWER PACKS NO SCALE JULY 8. 2020 DATE COMPUTER FILE NAME E - 3 . 4 + COPYRI914T 20Im CARLETTI ARCHITECTS.P.B. LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE Q TYPE DESCRIPTION DIMENSION MOUNTING COLOR LUMENS VOLTS DIMMINC MANUFACTURER&CAT.NO. LOADS TYPE DESCRIPTION DIMENSION MOUNTING COLOR LUMENJ VOLTS DIMMIN MAIN UFACTURER&CAT.NO. LOADS - TEMP. (OR APPROVED EQUAL) WATT VA TEMP. (OR APPROVED EQUAL) WATT VA A NOTUSED X LED LIGHTED EXIT SIGN,UNIVERSAL 10"x12" UNIVERSAL N/A N/A UNN NONE CHLORIDECLX-N-GW 5 8 CARLETTI ARCHITECTS P.S. FACE(SEE PLANS),WHITE WITH DUAL-LFE EVE-LLGWE-I ardlltecture,planning,interior design OFF EN LE—=RS.101 Y-CARBONATE EMERGF'_^E-LXN400 GN AD ORTHERMOIALAS-.0 HOUSING,N,MH EXITRO VIX GVEX-U-BP-W&WH-G2 BATTERIESAND SELF-DIAGNOSTICS. LITHONI4 LQN.SW}GELMSD 116 EAST FIR STREET SURE-LEES LPX-7-SD SUITE A B LED BIRECT/IN2LECT-ROFFER, 2'x 4'x4.5" GRID 3500K 5500 120 0-10V DAYBRITE 2EVG-54LH-83=_4-D-DIM 42 44 STATIC,ACRY-CSWINGDOWN 10% LITHON(A 2VTL4-601-ADP-F71[F835 Y LED COMBINATION LIGHTED EXIT 10"x12" UNIVERSAL N/A WA 120 NONE DUAL-LINE LTUGWI 5 8 MOUNT VERNON, WA. 98273 DIFFUSER ANDl HE INTERIOR METALUX 2cCZ-LD5-55-_835-2C-' SIGN&EMERGENCY LIGP-NO UNN', EXITRONX GVEX-'J-BP-WFFEL90-G2 REFLECTOR. WILLIAMS L1-24-L73I835(L55 II SIN_^=I F FACE,UVVERSALMCJNT, LITHONA'THON- V3GSD WHITE F ITT GREEN IE-TE4S. SURELUNT CCX-7-1-70-G.WHSD-DH Phone: 360 424-0394 --- ROLYCARSCNA-oR FOX: 360 424-5726 C NOTUSED THER'-1--CH-SING,SaF CONTAINED N'hCAD FATTER ES& Z LED EMERGENCY H-TIINGUNIT, 7".11" WALL WA 400 UNN NONE DUAL-LRE PGW DIE CA TALL INLM NITSPAINTED DIEI:ASrnwMlru.MAOJSVG NGINEERS INC. D LED DIRECT,NDIRFCT TROFFER, 2'x2'x4.5" GRID 3500K 2111 111 0-10V 17 18 COM-ACT C'.N PP<OFILFDFSGN, 208 Third Street STAT -rIYUOSV,.NGDOWN 10% LITHONW.2VTL2-20L-ADP-EZI-LP835 WITI BU JJ GNQSTCS. DIFFL=R AND WHITE INTERIOR METALUX 22CZ-LDS20-L835-CD-1 - - 4 364)Lyndon, WA. 9826 9826 REFLECTOR. AA LED EX RIORTR FEZOIDA.I. 16"x Tx 9" WALL 4000K 2600 120 NONE GARDCO 01'_18L-530-NW eU3. 57 -G1-3-BZ 28 29 ( _ SCONc_ ETLGGATLOV D.V-EGRAL LrTXNI V5TIEP2-4oK-VF-ODBXD FAX (360) 354-6794 ALUNINJN F AT ONE E11I1E LSI XGBVVN3F`-28-350-MN-BRZ E LED DIRECTIiNDIRECT TROFFER, 2'x2'x4.5" GRID 3500K 3000 120 0-10V DAYS RE 2EVG30L 83S2-DDIM 28 29 PAINTED DIECASTAL-INJPA MCGRAN,'-EDISONIST-AF-450-LE6E1-T}BZ STATIC,AGHYLIGSWMGDOWN 10% LITHONIA 2VTL2-33L-ADP-EZ1TP835 HOUSING',"F TYPE3 DIS IRIBUTION. DIFFUSERAND WHITEINTERK)R METALUX 22CZ-LD5-29-L835-CD-1 ---' R, '/ REFLECTOR. WILLAMS LT-22-1-27/835-AF-DIM BE SANDIS-"?="AA",EXCEFTWITH 16"x7"x9" WALL 4000K 2800 120 NONE GAR-CO 101.'_16L-530 NNPG1-3-EBPC-BZ 28 29 v1P 04 NA A� MIN.12..LUNENINTEGRAL LITFONAWSTLEDP24SK-Vr-E20WH-DOBXD R6 C G EMERGENCYBATTFRY BACKUP. LSI XGBWM3-FT-28-350-NW43RZ % '1 F LED D'RECT'INDIREC TROFFER. 1'x4'x4.5" GRID 3500K 4800 120 0-10V DAYBRRE IEVG-45L-835-4-D-DIM 38 40 MAGRAW-EDISON BT-AF-450-LED-E1,TT-BZ-CWB STATIC,ACk.LIC-1—CC'JVN 10% LITHC.NA VTL448L-ADP-EZ'_P835 DIFFUSER AND WFITE IN--RIOR METALUX 14CZ-LD5-44-L835-CD-1 4/]94 1i0 REFLECTOR. WILLIAMS LTICL47M35-AF-DIM CC NOTUSED +A.��tSTb 9IONAL G LED LENSED STRIP LIGHT.'DAMP 4'LONG SURFACE 3500K 3100 UNN NONE DAYBRITE FSS-4-30L-835 25 26 CCA-ON SNIDE CIS LIEU-,CN, I.I I FQNA ZT DL48 I---L NrFST 35K-80CRTNI I WHi e RAINTEO STEEL HOUSING METALUX 4SNLED 1D5-30SL-LW-L835-CD AND ACRYLIC LENS. WILLIAMS 75R-4-L3183SDRV DO LEDLOWPROFILE RECTANGLE 27"x15"x5" POLE 4000K 9000 208 NONE LUMINAIRE. 73 77 SHAPED'N'CIN'A'RE.IC=ITS,IP66 GARDCC ECCFORV ECFS32L-700-NWG2-AR-4-UNV-RZ I LEc,cFcasAw'.IINUM STALLS IDG QL1A:; ,UaKr-DE A NEW FIRE STATION FOR, H NOTUSED HCJSIRC E4OF-ICS.W1`H CITY OF ARLINGTON PCL E S.TALL DE 25'S1AIGHT 25'TALL BASE POLE: SMOKEY POINT STATION ROUNJ ALU`AINUM,3RONZE GARDCO RA1STB-25MD1-BRP PAIN-D.BAS-MOON—D.BVITH SPAULDING ARLINGTON, WA. 98223 J LED NARROWSTRIP DAMP 5'LONG SURFACE 3500K 14,000 120 0-10V DAYBRITE FSG8'-1401U535-DIM 108 114 BE LED_CvPROFII F RECTANG_E 2Tx15"x5" POLE 4000K 9000 208 NONE LJIVINAIRE: 73 77 LOCATION.MAXIMUM 3"Wx4"H, 10% LITHONVATZL1D-L96-SMR-14000LM-FST-35K-WH SHA:'ED JIIfARE.1OLENTD,IP66 GARDCOECOFORM CFS32L-7G0-NW-G2-AR-3-UNV-BZ WHIT PAINTEDSEELHOUSING METALUX 8TSNLED-LD5-130HL-LW-L835CD RATED T. JN NLNI SPAU-ZING C_-AD30L L'.K 329 WITH ACRYLIC CURVED LENS. WILLIAMS 75R-6-L130-DIM HODS VG.TYP E 3 OP CS,WITH 0 PO-E SHAI.I RE 25 STRAIGHT 25'TALL BASE POLE K �LEDV LUMETRICWRAPAROUND, 4'LONG SURFACE 3500K 4111 120 NONE LITHOMA STL4-48L-LP835 45 45 ROJN_ALLMINLM FRONZE GARDCORASSTB-25M-Di-BRP CONTACT,. DAMP LOCATION,WHITE PAINTED WILLIAMS ASMl4-S1_46/935-A PAINIEJ EASEMOLN-EO,WITH SPAULD NG STEEL HOUSING,WITH ACRYLIC — --- PAUL ELLIS DIFFUSE LENS. GG LED EXTERIOR F-CO'GiT1,ABLE, WALL 4000K 8500 120 0-10V LSI XFLM-MF-LED-49-HGMN-BRZ-DIM 64 67 L CAPITAL PROJECTS MANAGER WITH BRONZE COLOR DIF-CAST 360-403-4605 L LED RECESSED OOWNLIGHT, 6"ROUND RECESSED 3500K 1000 120 0-10V GOTHAM EVO-35110-EAR-MD-LSS-EZ10-TRW 9 9 ALLM INUMHJUSVG&DOORFRAME, MEDIUM THROW DISTIBUTION, 9"HIGH 10% PORTFOLIOLD6B10D010rEU6B10208035]GLBMiH GASKETSD&SEA--TE.IPERED THERMA'__Y PRC--C-O,VATI1 FRE SOOT-LF6N_6LFM110-35K-0.SS-WT GLASS LENS,N1'=DIUM5 -RIRUTK)N, DIECAS ALUNINJN HEAT S.NK,SEM ',A_..F-C-ER--_110/835-DINFOM OF-CS-MWT SPECLLAR ALUMINUM REFLECTOR& HH LEE:-ILL MTV GI OR E FAT,GUARD,12"x6"x5" WALL 4000K 1300 120 0-10V PHOENIXVA-W-17LED-WN-GHR 21 22 -- - WET C_A-ON ALUMINIIN ROUSING M LED RECESSED DC'.NVI.IGHT, 6"ROUND RECESSED 3500K 1500 120 0-10V CC--NAM FL'C-11/'.16A VD-I SO EZI, RW 14 15 WITHRED__MP_REDGLA55 - - - MECUNTIRC',NDIST1BU11ON. 9"HIGH 10% PORTFOLCLD6B15D010,_U6B10208035,43LSMiH GLOBE. THERNALLYFRC-EC=D PRESCC---LF61I_6-=ML'5L3 l"SSWT DIECASTATUMINIMHEATSNK.SEM WIUB+Vs6DR-n-r5P-,5-CIXOMOF-OS-MVIr PROJECT NUM6ER: 2046 ' SPECULAR ALUMINUM REFLECTOR& JJ LED INGROUND FLAGPOLE LIGHT, 10"ROUND GROUND 3500K 2000 208 NONE LSI XIGB-LED-19-350-CW-NFL25-BRZ-RGS 25 25 ---- NARROW FLOOD.IT'_OCATION, RECESSED KIM LTV7I-NF-181-5K-RC50 N �SAME S—F III",EXCEPTSNTH 6"ROLN- RECESSED 3500K 1511 111 0-11V GOT AM EVO-35/15-6AR-MD-LSS-EZIO-TRW-EL 14 15 INTEGRAL HEATSINK VAN'JA_ 1000 LUMEN EMERGENCY LIGHTING 9'l HIGH 10% RESSTANT.S=ALE'VOPTICAL UNIT WITH INTEGRAL TEST SWITCH. PRESCOLITE!FBML-EMS[FA4I.151-35K-8-SS-EM-WTI CHA\IB=R'.IJ A METALLIC HOUSING, REVISIONS WILLAM56-R-TL-LIXWE—_M'ON;/ITB D G OM OF-CS-MWT COM-OAT ROUGH-N HCJS'NG WITH DARA 3R011ZE F.NISF&ROCK 7-8-20 BID SET P NOTUSED KK LED INGRCUVD G GV FLOOD AGHT, 10"ROUND GROUND 3500K 2000 208 NONE LSI XIG-B-LED 19350 CV,1 FL40-277-DSB 25 25 WIDE F I CDC.AE-LOCATION, RECESSED KIM LTEFFIVAV18L-5K-H55J INTEGRAL TEAT SINK.VANDAL RESISTAN-SEA__D OI'CA_ CHAMRFR VAMETALLICHOUSING, CONPOSIT 3CJCH-N HOUSING WNTH R LED BATHROO`J 6RACKET.C4•.4P 'x4.5"x4.5' WALL 3500K 2200 120 NONE LITHON11 IJ-2-22 E11-LP835 21 22 DARK 81041E FVISP& LOCATION,WHITE PAINTED STEEL LUMEACERX CJA A, HLGLED-80-2200-3S2-0-1-DRh W --- HOUSING WITH ACRYLIC LENS- METAL I;X 2BC_DL D4-20SL-CDL1 WILL.I I LF-2--26B35-HVtUNV TOTES: S NOTUSED 1. CAELEG IN FIXTURE VN'FS FURNISHED B"LIFE MANUFACTURER WITH THE FIXTURES SHALL NOT BE SMALLER THAN A 4 AAG.AND SHAI 1'NCLLDE A SE?ARA--GROUND CCNDJCTOR SIZED--IE SAME AS THE CIRCUIT CONDUCTORS. 2. CON-ACTOR&-C-I VG FIXTURF SLPFI ITT SFAL_V-RIF"DISC 2IPTYJN.NOL Ni REQUIREMENTS,CATALOG NUMBERS, i E-C CATCH ACVS==NGIN-ER OF AM'CONFLICTS CR D SCREPAVCIES FUR NO BIDDING. T NOTUSED 3. ALL LED 0-10V DIMMING ORVERS SHALL BE COMPATIBLE WITH MOTION CONTROLLERS,PHOTO-CONTROLLERS,DIMMER SWITCHES,ETC. U NOTUSED SHEET TITLE: ELECTRICAL - LIGHTING V LED FLASH NGBEACON, WALL 120 NONE EDWARDS48XBRMR12OXWBR 13 13 FIXTURE SCHEDULE VVEATFERPROOF,APDROX.70 FLASHES/MINUTE,*.TH RED IMPACT RESISTANTLENS. W NOTUSED QUIENTIN SUTTER .PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: JULY 8, 2020 DATE COMPUTER FILE NAME E - 3 . 5 COPYRIGHT 90IG CARLCTTI ARCHITECTS.P.S. CARLETTI ARCHITECTS P.S. architecture,planning,interior deGgn 116 EAST FIR STREET SUITE A MOUNT VERNON, WA, 98273 Phone: 13601 424-0394 Fax: I360 424.5726 K ENGINEERS INC. 203 Third Street ( 1 1 7 h Lyndon, WA. 98264 2,9 4 i I 9 9 I C7� FAX (360) 34-47 354-879494 : R. o WA Q C� NAL � ---P r ° u iCiilimnlmr—�`.' �li-—- ——-—-—-' ------------ ,� A ' c' i COVERED PATIO D RC^M ANEW FIRE STATION FOR: O " U CITY OF ARLINGTON PIT \z SMOKEY POINT STATION I ,'EMT(C4,R1TiUIRE r�r'h ARLINGTON, WA. 98223 I 11 ME�H/ ACCESS CONTROL) 1I ```�Z _. 30cd \ -- -_ 101 BCBA .. FAP \\ --°f .. S t,_. __ Z SA-34 OLEAN _.. ACP :- t, I. Z Z Z Z Iz zo.E PV !2'14 AUKa N % CONNECT TO FLOW RDOM ROOM HOSE ROOMI WORK SHOP STORAGE A` � -+-; ----+ 4-- -+--- ^-+ CONTIN ED ON n AND TAMPER 103 C.MPree ssore 1 \ -- 5L x sc' 1 sc x sc AS 10� A STORAGE 105 108 .- I DINING A A A _ '� CONTACT: ORAWI E1.1 'r-- I04 N FAP v-___•-- ;.__* ;, �___ i - Z� REOu1RED z A , PAP y ne mid m d mZd A -- ___ m d ��=d PAIL ELLIS SLUIT Rli z Z A P1T fAP � \ \ ' / z AICe C e A%\ A F A A a - CAPITAL PROJECTS MANAGER Z A FUT - - _-I I�{ r nm�a PUT CAPITAL A ��.�/ 5 A �P 360-403-4603 A z 'BIT(CO,FUTURE ACCESS CONTROU AP \ { Z CG 2 I SINKER ���-- �`AR STAIR PROJECT NUMBER: 2046 IIOcd i ti , 9/ REVISIONS. C - / 7-8-20 BID SET a { lz _L.. ...� _... (O HAL A _. PA PPARAI A A - - 30cd 'ra US BAYS '� � I I ___;____-� UP TO O1 SECOND FLOOR REPORTSj) LIBRARY I a 2-2'PVC(rD, EN,-�.Y I ANTENNA CABLES) 110 P 12'x 11 ,4' i _ /tarl I I \ Ilmcd __ fix " / A _ OFFICE ...••• .-rt , �— ��F' ' ANNUNCIATOR gg :- I A Z A R R GRAPHIC MAP G" 4— ----_- 11� POLICE [PUT PUT i +---Fut,' SHEET TITLE: __LGR 1 CRI -.. �1R, \... F UT �_ Fur Fur a ELECTRICAL - Fur ° PPUT- _Em1reANGE I° FIRST FLOOR I , Q • ° • 1 - tz� \ { 1 I ANCILLARIES PLAN --------- ---- n I��,.._ °a � Irypl : I°41 b Fn IRS .�° U 1 11 a QUIENTIN SUTTER /� III a �'. ° a PROJECT ARCHITECT: a ° ° ° K L a ° DRAWN BY: -h � G 2 k1 a 3� 4 g a /I BD CHECKED BY: a JULY 8, 2020 DATE COMPUTER FILE NAME ,, 11 ELECTRICAL - FIRST FLOOR ANCILLARIES PLAN J SCALE- 1/8'•1'-O' + COPYRt0HT 2010 CARLGTTI ARCHITECTS,P.B. I, O CARLETTI ARCHITECTS IP,S- architecture,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: RIB& 424-0394 Fax. 360 424.5726 K ENGINEERS INC. 208 Third Street Lyndon, WA. 98264 Bus. (360 354-4757 FAX (360;354-6794 9 2.9 O R. 1P GF WA3 A 44784 11� s,1 �SZONAL I A NEW FIRE STATIO FOR. _ N G .,_ _41 _ _... CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 FUTURE 6S 2'EMT(CA„FUTURE AOL __...._. ..... .. .._.... _... T A _AC CONTROL) EMT 1 I I STUB INTO FIRST CONTACT: FLOOR CEILINCs A-ARr-ic4eL 6) 1 EL'cr IT� space. PAUL ELLIS sresAcE 2p0 ll CAPITAL PROJECTS MANAGER UP TO WEATHER 20' FIRE ALARM PANEL FAP'I _ F A 360-403-4603 HEADS ON ROOF� U I L {i u 0 Fu A PROJECT NUMBER: 2046 g1 AIR' - REVISIONS: I � I 7-8-20 BID SET 2-2'PVC(C.o., ANTEMIA CABLES) APPARATUS STORAGE _ BAYS BELOW 2 3 I Ali I DOUN TO v FIRST FLOOR I11 I I SHEET TITLE. ELECT RICAL - Fa— — MEZZANINt ----------- ANCILLARIES PLAN _. QUIENTIN BUTTER PROJECT ARCHITECT, KL DRAWN BY. BD CHECKED BY. O O DULY 8, 2020 DATE COMPUTER FILE NAME ELECTRICAL - MEZZANINE ANCILLARIES PLAN -I SCALE• 1/8'-1'-O' 4 . 2 + COPYRIGHT 10IG CARLETTI ARCHITECTS,P.B. ' CARLETTi ARCHITECTS PoS- a¢hitecWre,planning,intenar dasign 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 1360) 424-0394 Fax: I360) 424-5726 K ENGINEERS INC. 208 Third S}reel Lyndon,WA. 98264 Bus. 360 354-4757 FAX 360 354-6794 !h R. DI 14 pF WA A .794 ,R4CISTea� 5l0NAL A NEW FIRE STATION FOR: CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 CONTACT: PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 L ACCEPTABLE IN SHADED AREA PROJECT NUMBER: 2046 36„ REVISIONS: 7-8-20 BID SET SECTION DETAIL - TYPICAL PEAKED CEILING FIRE ALARM DEVICE MOUNTING SCALE:I'-I'-C' STRICTURE CABLES BUNDLED 4 SUPPORTED TO STRUCTURE O Xi 'VEMT DEVICE SHEET TITLE: NON-ACCESSIBLE CEILING SPAC NON-ACCESSIBLE CEILING SPACE ACCESSIBLE CEILING SPACE T-GRI7RANGE TOP OFNOT LDaETTECTOR `-4.1 j4 EMi U�'EMT CEILING XSTN C N ELECTRICAL RECESSED DEVICE BOX RECESSED DEVICE BOX CEILI r ANCILLARIES DETAILS (PER MANUFACNRER'S REQUIREMENTS) !'ER MANUFgcTURER'S REQUIREMENTS) ACCEPTABLE HERE j FIRE ALA ShIOKE DETECTOR FIRE ALARM SMOKE DETECTOR Illlll FIRE ALARM HORN/STROBE FIRE ALARM HORJ/STROBE FIB ALARM SMOKE DETECTOR NOTES: L CEILING MOUNTED DETECTOR DEVICES SHALL BE LOCATED NOT LESS THAN 4'FROM A SIDE WALL. 2.WALL MOUNTED DETECTOR DEVICES SHALL BE LOCATED BETWEEN 4' a AND IT FROM THE CEILING. OLIENTIN BUTTER w PROJECT ARCHITECT: KL DRAWN BY: STUD FRAMED WALL BD DETAIL - DETECTOR DEVICE MOUNTING CHECKED BY: DETAIL - TYPICAL FIRE ALARM DEVICES AND RACEWAYSE`I''I' DULY 8. 2020 DATE SCALE:V9'-I'-0' COMPUTER FILE NAME COPYRIGHT 2019 CARLNTTI ARCHITECTS,P5. O CARCETTI ARCHITECTS P.S. architecWre,planning,intSdor design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (3601 424-0394 Fax: 1360) 424-5726 K ENGINEERS INC. 208 Third Street Lyndon, WA. 98264 Bus. (360) 354-4757 FAX (360) 354-6794 R. )j i� 1P pF WAs f A ' I l ti FSW a�G a 9794 11� a 7SVONAL D --- - -----T ----- - - -- - -- - - - - --- - - -- 1 PATIOE° = 2C .,P,,2 ANEW FIRE STATION FOR: ExTFuocoNDuir6uP i= �� DAY ROOM CITY OF ARLINGTON . ° �� SMOKEY POINT STATION ` `'MDF2A t20 MDF2A - - _. - - - < `� To MDF 2A aeovE L L N. WA. 98223 1n == AR INGTO f 1i �\ �ii M NDF2Ai �rrriad'r�.r�� : �� - -.J I DF 2A 1-- k ELEC , SCBA _... III EMS \ SLEEPER s BEEPER I SLEEPER `E P'F p SLFF'FR I6ER/ ROOM CLEAN t "a ECH "�� III sraeacE ! .MDF2A ��� 1zz iz3 _L< 2s r-1 OOM I\02 ROOOM3 ST1040EOM/ COMPRESSOR III 6 2 7C' DINING` \-` ZG , O/ _7 ,.� 0 CONTACT: --`��ICIT - .ii _ ° of �• tea; 0 ' III ne ICir !CIT crc ci=p ar PAUL ELLIS rroF 2A waP ALL MDF 2a ®� CAPITAL PROJECTS MANAGER MALL -R _ 2 MDF 2A<- MDF�>4 8 -"�MD is MDF 2A<- _ - 360-403-4603 �II it \. III �`�•- .., FIDF 2A � IIIeuNKER� �1 , L 1 I -a RR RR - RR 3s e `' s, -� f1MPF 2A p_ F 7 _ t2z l P �_ Ijj Eioa KITCHEN r za so R� i31 �zc MOFaA<� rig 0 PROJECT NUMBER: 2046 i s i �✓ III I 118 ., t ICIT -- MDF 2A �• MOP 2A ) III PANTRY I'DF A x 35iC _ 2G REVISIONS: <° 34 M)a 2C AV 7-8-20 BID SET HALL-- y \\ 1 Q / - - - -- c 911 _ 136 �� 12 S III AUNDRY V 2C III HAL '� __ O III ioe / rMDF?A HALT, MDF 2,� - "'� -HAL \ - -- WA III R RC - ! 100 { WAP THE G _ ttP MDF 2A� WAP 141 __ APPARATUS Ea.Ys a a III / r DF -, 3217, 142 aA�fD D 2 PVC(CO,CGh91 III �C-REPORT6�.J- UTILITY 5ERNCE) ENTRY ) S f=10E P = d + I.,La ':I(LIBRARY - .:. F A o'FFICE �'•.._ P. I MD 2 OFFICE 1 r i I _ MDF 1A r " 111 2c I i C MG'ZA -+, R43 =OFFICE r---- ----- ' F _. 1 - �ESTIBULE l f I R.R. POLICE ,.< BREAK 740 p E� 7 taa li-I 2A 2C SHEET TITLE: In E•.F�„�� � ELECTRICAL - --� - waP .y ° l 2Cj R `:: .�TRAI ING Raow Y _. -- a ';— �t -- ,-'. —... : :`7- � w....� - r - 1�DF2A L FIRST FLOOR TIP G -- — 71r-j---'-- -r-� - av ,rMD�2A COMMUNICATIONS PLAN V —I-' - ED-ON 2 ='- ---� INGE-I.I MID 2A II - � Y �, 4 � I 2C I a I _ �: ---------- -��i C �. - ° i� c. a P�OJECT ARCH TECTUIFNTIN B.R 4 l a _ KL DRAWN BY: ° C a 1 3 6 8 n 2 4 5 9 7 BD CHECKED BY: JULY 8, 2020 DATE COMPUTER FILE NAME ,, 11 ELECTRICAL - FIRST FLOOR COMMUNICATIONS PLAN J SCALE= 1/8'=1'-O' 5 . 1 + COPYRIGHT 201CARLETTI ARCHITECTS,P.S. I O I � CARLETTI ARcmITECTS P.S. architecture,planning,Interlor design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: �360I 424-0394 Fax: 360II 424-5726 K ENGINEERS INC. 208 Third Street Lynden, WA. 98264 Bus. (360) 354-4757 FAX 360 354-6794 8 2.9 O y� W DI 14-p4 WA3 A I re q M P I 79 TEn,. 'r70NAL EP- _- --------- r ---- ANEW FIRE STATION FOR: A� — — + — — -- — +- — — -- — -- -- ----------------ram---------- —-—-— CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 =i I _ r — — — — — CONTACT: �— 5EE DETAIL PAUL ELLIS F. eCi Gr }Toayv�:= i li DRAWING E-5.3 CAPITAL PROJECTS MANAGER oil'' ':- eLz o1111 360-403-4603 I '; l : I I � II p III _ r\'11 Ira I I I I II PROJECT NUMBER; 2046 I I N, I I P I REVISIONS: I I � I I I I 7-8-20 BID SET P I A 5 c R:SRAP11 J> r YS�:e ELOW� I 1 II i III / i I I i I SHEET TITLE: ELECTRICAL - II _ MEZZANINE ;{ COMMUNICATIONS PLAN I I I O L LI QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: O �4 O5 JULY 8, 2020 DATE COMPUTER FILE NAME ELECTRICAL - MEZZANINE COMMUNICATIONS PLAN JJ SCALE- 1/8'-1'-O' 5 . 2 + COPYRIGHT 2019 CARLGTTI ARCHITECTS.P.S. L CARLETTI ARCHITECTS P.S. architecture,planning,interior design / J-NO IC PPORiS TO MDF sP BETUEEN v °RIDE SU EAST FIR STREET ' ON CENTBUSHING \V/ SUITE A MOUNT VERNON, WA. 88273 COIL 2m'SPARE CABLE Phone: 13601 424.0394 SLACK CABLE COIL Fax: (3601 424-5726 ACP CEILING ACP CEILING q'EMT �� K ENGINEERS INC. Fer•.cw eTc 208 Third Str t g 5'SQUARE x 2%'DEEP Lyndon, WA. 98264 BOX WITH 2-GANG PLASTER B... (360) 354-4757 I'EMT RING AND BLANK PLATE. SUPPORT WIRE FAX (360) 354-6794 R. v1Q'OF HA I'll,EMT km FUTUR-e CAT b 4 II/16'SQUARE x Ye'DEEP JUMPER CABLE 4794 B 116 A kdB OX WITH I-GMr PLASTER I9T RING AND FACEPLATE. �'sZONAL ' O O T-GRID MEMBER 4 II/16'SQUARE x 2Ve'DEEP 8 5'SQUARE x 2lp'DEEP TEGULAR CEILING TILE Box WrcH-Garr PLASTER A NEW FIRE STATION FOR: RING AND FACEPLATE. Box WITH 2-GANG PLASTER _--____-_ CITY OF ARLINGTON RING AND BLANK PLATE. FACEPLATE �r ',-i----------------i ,i___------------- i-- SMOKEY POINT STATION �---------------------- —FUTURE WIRELESS ACCESS POINT--k: _Oc====__°°°c°c0� ARLINGTON. WA. 88223 III PVC FLOOR BOX FUTURE CAi b -- JUMPER CABLE �--------""- SECTION - TYPICAL WALL STUB SECTION — AUD10/V0E0 WALL STUB GWB CEILING T-BAR CEILING CONTACT: PAUL ELLIS SCALE:19'-1'-0' SCALE:Ui'.r.0' CAPITAL PROJECTS MANAGER , 360-403-4603 DETAIL — WIRELESS ACCESS POINT MOUNTING SCALE 3'=1'-0' PROJECT NUMBER: 2046 r0 PANEL Sri coNDulr REVISIONS: STUBS 7-8-20 BID SET r I/O AWG GND CATbA STATION CABLES r 6 Adr GRID ' STANDOFF BRACKE CABLE RACK'DR OPOUTS' x b�GNO CABLE RACK AS REQUIRED. TELEVISION •e _VERTICAL WIRE MANAGEMENT °°°° COND'JIiS=RGM STATION CABLES 0 0 lTYPICALI � FLOOR BELOW BUNDLE 2 SUFPORT - 01 do O TO BACKBOARD " WITH VELCRO STRAPS, MODULAR PATCH PANEL ' !4B PORT,rERI'IINATE CATbA O O O E PA SHEET TITLE.. ,i CABLES.TYPICAL.) ° 8 8 ELECT L ELECTRICAL - T. low, ® 200 ��� COMMUNICATIONS DETAILS T ° ° -HORIZONTAL WIRE MMIAGEMEN / 0 o B g B II I S 2C rrPlcau i CATy SPLIttERS O O O O . EQUIPMENT BACKBOARD EQUIPMENT RACK i� QUIENTIN BUTTER O PROJ2CT ARCHITECT: KL VERTICAL WIRE MANAGEMENT yI.�I� DRAWN BY: (DOUBLE SIDED,WIDE,TYPICAU TELECOM I I ROOM MD 1 IA DETAIL BD CHVCKCD BY. CONDUIT STUBS SCALE:114' a l'0- JULY 8, 2020 DATE COMPUTER FILE NAME ELEVATION - MDF IA EQUIPMENT RACK d BACKBOARD SCALE:I'-I'-0' COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. + I. LABELING OF TERMINATION HARDWARE O WALL BRACKET CABLE RACK A TERMINATION OF HORIZONTAL FNTP CABLE IN THE TELECOM ROOM SHALL BE ® SUPPORT (TYPICAL) ON MODULAR PATCH PANELS,48 PORT CAPACITY, '/ J BOLT B. ALL HORIZONTAL FNTP CABLES SHALL BE LABELED WITH CABLE ID NUMBERS ON A CA R L E T T I ARCH 1 T E C T S P.S. (TYPICAL) BLUE LABEL INSERT INSERTED IN A TRANSPARENT LABEL COVER AT THE PATCH architecture,planning,interior design PANEL MODULAR JACK 116 EAST FIR STREET Co. LABELS FOR TERMINATION HARDWARE SHALL BE TYPE-WRITTEN. SUITE A ® MOUNT VERNON, WA. 98273 D. ALL HORIZONTAL 4 PAIR CABLES SHALL BE LABELED IN ACCORDANCE WITH THE TIA/EIA•606-A LABELING STANDARD.SEE DETAIL,THIS DRAWING. Phone. 360)I 424.0394 Fax: I3601 424-5726 E. ALL JACKS SHALL BE LABELED AT THE OUTLET FACEPLATE AND THE PATCH PANEL. O RACK HANGER ® K ENGINEERS INC. SUPPORT�u✓�',; 3. CROSS CONNECT WIRE 4 WIRE TROUGHS 208 Third StrnN 98264 ® A CABLE MANAGEMENT SECTIONS SHALL BE LOCATED HORIZONTALLY BETWEEN Lyndon, WA. 4-47 TEYX. (360)) 354-6794 ///f PATCH PANELS.GABLE MANAGEMENT SECTIONS SHALL t#2U HIGH. FAX (360) 354-6794 � , CORNER CLAMP BRACKET `CABLE RACK �''-=-CABLE RACK (TYPICAL) (TYPICAL) ptA R. D! ♦ p8 WA A v p� rid, DETAIL DETAIL O 01 02 03 04 05 06 07 oa 09 10 11 12 3 14l 15'1!I ar19 20 21 22I 2] 1f 1 �p 0794 4 25 26 27.26 29 30 31 32 33 34 35 36 37 39'39 40 4 42 43 44'l s6 2 (TYPICAL) 'S)oNAL yOt I ..5 4] d rL e rr,,, ,C G n J, o c CONDUIT STUB OR SLEEVES A NEW FIRE STATION FOR: OSTEEL BACK PLATE,BLACK COLOR CITY OF ARLINGTON CABLE RACK 3 (TYPICAL) SMOKEY POINT STATION SWIVEL SPLICE(TYPICAL) O SWIVEL SPLICE(TYPICAL) LABEL,PAPER NON-ADHESIVE,BLUE COLOR ARLINGTON, WA. 98223 PRINTED TEXT AS APPROVED BY OWNER INSERTED INTO TRANSPARENT LABEL HOLDER O $•POSITION,8 CONDUCTOR JACK(RJ-45),VOICE 4 DATA APPLICATIONS,T568B,NON KEYED. '—WALL O LABEL,PHENOLIC PLASTIC,ADHESIVE,BLACK TEXT CONTACT. L'N WHITE LABEL. PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 MODULAR PATCH PANEL COMPONENT LEGEND CABLE RACK (TYPICAL) PROJECT NUMBER: 2046 ® REVISIONS: ® lad ® ® ® ® ® 0 7-8-20 BID SET CORNER CLAMP BRACKET SECTION ® ® ® O DETAIL ® o a SURFACE MOUNTED BOX 2D 2 DATA CABLES IC W/\ GABLE 4C I 2C r ICIT I CAT6A CABLE CABLE RACK CABLE RACK ® ( I )(WALL PHONE UNTING PLATE ACCE86 POINTS v 1 4 CABLES j 2 CABLES 1 I CATV CABLE ® TYPICAL) `IN CEILING SPACES) Tom) l 111 l NOTES: RADIUS DROP I. TERMINATE ALL CONDUCTORS OF ALL CABLES O —EQUIPMENT (TYPICAL) ROCK ON RECEPTACLES(JACK INSERTS). SHEET TITLE: TYPICAL COMMUNICATIONS OUTLET FACEPLATE CONFIGURATIONS 2. (JACKCAK FROM EACH H TLETE I DATA LBEHRECEPTACLE !JACK INSERT)IN EACH OUTLET SHALL BE HCMERIN ELECTRICAL® - NO SCALE TO THE TELECOM ROOM INDICATED ON THE PLANS,WITHOUT SPLICES OR TAPS.CABLE LENGTH SHALL COMMUNICATIONS DETAILS ® NOT EXCEED 300'.�.ROUTE 4/OR PROVIDE ADDITIONAL I RACEWAYS AS REQUIRED IF 300'LIMITATION IS EXCEEDED. n; 3. OTHER OUTLET FACEPLATE CONFIGURATIONS SHALL ® 4 Z 0 •PoRT FACEPLATE,SINGLE GANG,WHITE COLOR BE SIMILAR WITH SIMILAR CABLING REQUIREMENTS. d,l NUT OUTLET LABEL,PAPER NON-ADHESIVE, 1 (TYPICAL) 3 4�1V1 PRINTED TEXT AS APPROVED BY OWNER LOCK NUT VERTICAL WIRE VERTICAL WIRE �) ® FORMAT: RM#-P#:J#-J# (TYPICAL; MANAGEMENT MANAGEMENT O $•POSITION,$•CONDUCTOR JACK INSERT(RJ-45) ® WASWE 4 ® CA16 APPLICATIONS,1568A NON-KEYED,WHITE 0 RM#--- MDF OR IDF ROOM IDENTIFIER ® COLOR EOUIPMENT EQUIPMENT RACK RACK O ® ® P#-- PATCH PANEL ALFA DESIGNATION F-S 4 ERIES COUPLER FEMALE/FEMALE SPLICE TYPE F.61,VIDEO APPLICATIONS,WHITE COLOR QUIENTIN SUTTER CONCRETE ANCHOR BOLT O J#-- JACK NUMBER DESIGNATION PROJECT ARCHITECT, (TYPCAL) 5 5 BLANK INSERT,WHITE COLOR(TYPICAL)DEC TAIL DETAIL AIL (EXAMPLE: I A: .CABLE' ON KL PATCH PANELL IN A IN MDF IA DRAWN BY, BD CHECKED BY: JULY 8, 2020 NOTE: EL L L FI }ram COMMUNICATIONS OUTLET COMPONENT LEGEND COMMUNICATIONS OUTLET LABELING CONVENTION DATE SUPPORT,BRACE,ETC,ALL CABLE TRAYS,RUNWAYS,EQUIPMENT RACKS, ELECTRICAL _ TYPICAL TELECOM RACK DETAILS ETC.AS RECOMMENDED BY THE MANUFACTURER CONSISTANT WITH SCALE 1/4'•I'-0' COMPUTER FILE NAME SEISMIC ZONE 4 TO MINIMIZE DEFLECTION IN CABLE TRAYS N RUNWAYS, 4/OR AS DIRECTED. + COPYRIGHT 201E CARLI TTI ARCHire CTS,P.O. KITCHEN/RANGE CONTACTOR ENCLOSURE O (I6'xl6'x6',NEMA I,tiff (U 30A,10 POLE 2'EMT(4 a 1/0 AWG 120V COIL CONTACTOR) .1 s 6 AV.GND) CARLE4TV ARCHITECTS P.S. PANEL architecture,planning,interior design 116 EAST FIR STREET SUITE A 11h'EMT(4-3,WWs MOUNT VERNON. WA. 88273 .1 a 8 AWG GND) r EMT 14,-vm aWr: Phone: 360 424-0394 Fax: 360 424.5726 TO BLDG.STEEL 4 METALLIC PIPING 2N,-EMT(4 a 280 KCMIL Ip1 .I a,gWGGND • 8 AV GND) I{ ENGINEERS INC. I- 208 Third Street Lyndon, WA. 98264 e 2 WG 0 A ONO Bus. 360 354-4757 (CD tl� RGE ARRESTOR FAX (360)354-6794 ENGINE-GENERATOR SET C.T.METER BASE-6-11/4'00 PUD METE) PEEL I (RIRJISHED BY OWNER UNIT WILL NA 1�. �A IPAN.ELI ygI IEAN LI IEAIS LI R. BE DELIVERED TO THE SITE BY THE E2 p D7 OWNER REFER TO SPECIFICATIONS &,1. SWITCH v1 OF MA A PADMOUNTED FOR CONTRACTOR REQUIREMENTS.1 ENrLnSLlpc °TRAIN OWE GENERATOR RECEPTACLE e O 2'Gill(4 a 1/0 Ar, i4791 1j6 TIT 3.4'G (EACH- 7_77 s 6 AWG GND I e 6 AW3 GND) ..a� IST WITH 4 s 300 KCMIL) a 4 AV.GND- , ---------' 241'GRS(CA,SPARE) _ A NEW FIRE STATION FOR: CZNECrTO IllEL50WB CITY OF ARLINGTON 3-4'PVC(EACH FQUNDAnM 4 GRS RISERS 3'Pve ra a 280 KCMIL SMOKEY POINT STATION WITH 4 a 300 KCMIL) RESAR (TYPICAL) I e 4 AV.ONO) ARLINGTON, WA. 98223 GROUND RODS (SPACED•10'0'0.c.7 CONTACT: PAUL ELLIS ELECTRICAL - POWER SYSTEM RISER DIAGRAM CAPITAL PROJECTS MANAGER 360-403-4603 SCALE: NONE CURRENT TRANSFORMER ENCLOSURE ELECTRICAL ROOM EXISTING PORTABLE ENGINE GENERATOR SET PROVIDED BY OWNER EXTERIOR PANEL SA STANDBY POWER ELECTRICAL ROOM PROJECT NUMBER: 2046 VOLTAGE: 208Y/120V,3 PH,4 W ELECTRICAL LOAD CONN.LOAD VA DEMAND DEMAND VOLTAGE: 20BY/120 V,3 PH,4 W CONTROLS: ELECTRICAL LOAD CONN.LOAD VA DEMAND DEMAND VOLTAGE: 208V/120V,3 PH,4 W FEEDER'RANCH CIRCUIT DEVICES: ELECTRICAL LOAD CO M.LOAD DEMAND DEMAND CALCULATION EXIST, NEW TOTAL FACTOR LOAD(VA) RATING: 75 KW,94 KVA RUN-STOP-REMOTE SWITCH CALCULATION EXIST. NEW TOTAL FACTOR LOAD WA) TYPE: PANELBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A ENCLOSURE: NEMA3R Lightlnp 0.0 7163., 7183.0 1.25 8853.8 TYPE: DIESEL COOIANTTEMP.GAUGE Lighting 0.0 5818.0 5819.0 1.00 5819.0 ENCLOSURE: NEMA1 FULLAICRATING: 10,000A Llghtlng 0.0 5819.0 58190 1.25 7273.8 MOUNTING: SURFACE Gen.Purpose Outlets(First 10KVA) 0.0 10.00.. 10000o 1.00 1.000.0 FIELD CIRCUIT BREAKER Gen.Purpose Outlets(Flrst10KVA) 00 10000.0 1.000.0 1.00 10000.0 MOUNTING: SURFACE SERIES AIC RATING: 22,00A Gen Purpose Outlets(First 10 KVA) 0.0 10000.0 10000.0 1.00 10000.0 REVISIONS: Gen.Purpose Outlets(Remainder) 0.0 21485.0 111154 0.50 10742.5 ENCLOSURE: OUTDOOR WEATHERPROOF OC VOLTMETER Gen.Purpose Outlels(Remainder) 0.0 14825.0 14825.0 0.50 7412.5 Gen Purpose Clots(Remainder) 0.0 148250 14825.0 0.50 7412.5 CONTINUOUS RATING' 600A Speclal Purpose Outlets 0.0 12393.2 12393.2 1.00 12393.2 TRAILER MOUNTED RUNNING TIME METER Special Purpose Cutlets 0.0 1440.0 1440.0 1.00 1440.0 BUSSING: MANUFACTURER'S STANDARD SPECIAL PROVISIONS: Spacial Purpose Outlets 0.0 1440.0 1440.0 100 1440.0 7-8-20 BID SET Mechanical Equipment 0.1 58325.0 58325.0 1,00 58325.0 OIL PRESSURE GAUGE Mechanical Equipment 0.0 32040.1 32040.1 1.00 32040.1 CONTINUO US RATING. 400A Mechanical Equipment 0.0 32040.1 32040,1 1.00 32040.1 PER PUOETSOUNDENERGY Kitchen Equipment&Appliances 0.0 12356.0 12356.1 0.65 8031.4 FAULTRESETSWTCH Kitchen Equipment&Appliances 0�0 8128.0 1128.0 0.85 52831 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 8128.0 8128.0 0.85 5283.2 REQUIREMENTS Mlscellerroous 0.0 $112.5 8112.5 1.00 9112.5 HEATER: ENGINE COOLANT(1 20V) CYCLE CRANKING Miscellaneous 0.0 7710.0 7710.0 1.00 7710.0 SERIES AIC RATING: 22,000A Miscellaneous 0.0 7710.0 7710.0 1.00 7710.0 ENGINE FAULT&PRE-FAULT GROUNDBAR 25%Largest Motor 3897.1 SUITABLE FOR USEAS SERVICE I FUEL TANK: TRAILER MOUNTED INDICATION PER(NFPA 110) MAIN: LUGS ONLY ENTRANCE EQUIPMENT TOTALLOAD 1.1 131834.8 11114.8 118548.3 APPROX.40 GALLONS LOCATION: BOTTOM TOTAL LOAD 0.0 79962.1 79962.1 75056.6 TOTAL AMPS 0.0 385.9 385.8 328.1 FUELGAUGE MAIN CIRCUIT BREAKER: TCTAL AMPS 0.0 222.0 2220 208.3 1 Q 250A,3 POLE TOTAL LOAD 0.0 71112.1 79982.1 69704.a BATTERY CHARGER(1201 TOTAL AMPS 0.0 221.0 222.0 1935 CONN. FEEDERBRANCH CIRCUIT BKR CKT BUS CKT BKR FEEDERBRANCHCIRCUrr CONN. LOAD VA DESCRIPTION s Al NO PHASE NO AMPIP DESCRIPTON oR LOAD VA MAIN PANEL NA ELECTRICAL ROOM 155.0 LTG-ROOMS 101-105 20n 1 A 2 2011GFI OUTLET-APP BAY#1CORD DROP a1 180.0 VOLTAGE: 208Y/120V,3PH,4W FEEDERBRANCH CIRCUIT DEVICES: ELECTRICAL LOAD CONN,LOAD A DEMAND DEMAND 1710.0 LTG-APPARATUS BAYS 20/1 3 B 4 20'1 GFI OUTLET-APP BAY#2 CORD DROP 1 180.0 TYPE: PANELBOARD BOLT•ON C IRCUR BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A AUTOMATIC TRANSFER SWITCH ELECTRICAL ROOM 1018.0 LTG-BUILDING MTD.EXTERIOR 20A 5 C 8 20/1 GFIOUTLET-APPBAY#3 CORDD OP 1 iB0.0 ENCLOSURE: NEMA1 FULL AIC RATING: 10,000A Llghting 0.0 1163.0 7163.0 1.25 8953.8 VOLTAGE: 20BYM20 V,3 PH,4 W METERS(DOOR MOUNTED): ELECTRICAL LOAD CONN,LOAD A DEMAND DEMAND 181.5 LTG-SITE POLES&SIGN 202 7 A 6 2fL1 GFI OUTLET-APP BAV#4 CORD DROP 1 150.0 MOUNTING: SURFACE SERIES AIC RATING: 22.000A Gen.Purpose Outlets(First 10 KVA) 0.0 10000.0 100000 1.00 10000.0 RATING: 260 AMPS,3 POLE,4 WIRE VOLTMETER CALCULATION EXIST NEW TOTAL FACTOR LOAD VA 181.5 9 B 10 201 SPARE 0.0 Gen.Purpose Outlets(Remeinder) 0.0 21485.0 21485.0 0.50 10742.5 APPLICATION: UTILITY GENERATOR AMMETER Lightng 0.0 5018.0 5818.0 1.25 1213.6 0.0 SPARE 2011 11 C 12 201T §PARE 0.0 BUSSING: MANUFACTU REFS STANDARD SPECIAL PROVISIONS: Special Purpose Cutlets 0.0 12393.2 12393.2 1.00 12393.2 FREQUENCY METER Gen.Purpose Clots(First 101 0.0 10000.0 10000.0 1.00 10000.0 720.0 OUTLETS-RISER ROOM&SE APP BAY 2011 13 A 14 20A OUTLETS-SOUTH APP BAY 6CBAWORKSHOP 180.0 CONTINUOUSRATING 800A Mechanical Equipment 0.0 59325.0 59325.0 1.00 59325.0 ENCLOSURE: NEMA1 PHASE SELECTOR SWITCH Gen.Purpose Outlets(Remainder) 0.0 14825.0 14825.0 0.50 7412.5 720.0 OUTLETS-NE APP BAY 20/I 15 B 18 20A OUTLETS-AIRCOMPRESSOR 180.0 FULLAIC RATING: 22,000A MASTER NAMEPLATE Kitchen Equipmenl&Appllenpea 0.0 12356.0 12356.0 0,65 8031.4 MOUNTING: SURFACE Special Purpose Cutlets OA 1440.0 1440.0 1.00 1440,0 720.0 OUTLETS-NW APP BAY 2011 17 C 18 20/I OUTLETS-WORKSHOP BENCH 31= SERIES AIC RATING: NONE Miscellaneous 0.0 9112.5 9112.5 1.00 8111.5 STATUS INDICATORS, Mechanical Equipment 0.0 32040.1 32040A 1.00 32040.1 0.0 SPARE 20A 18 A 20 20/1 SPARE 0.0 GROUNDBAR 25%Largest Motor 3897.1 SOURCE OK Kitchen Equipment&Appllance5 0.0 8128.0 8128.0 0.65 5283.2 0.0 SPARE 20/1 21 B 22 20/1 SPARE 0.0 MAIN: CIRCUITBREAKER SOURCE 2OK Miscellaneous 0.0 77100 7710.0 1.00 7710.0 50.0 AIR CLEANER CONTROL PANEL 2 23 C 24 20A SPARE 0.0 CONTINUOUS RATING: 800A SUITABLE FOR USE AS SERVICE EXERCISER CLOCK GENERATOR SET SIGNAL 25%Largest Motor 15B4.0 0/IAIR VACUUM AV-1 BAY 20/1 25 A 26 20/1 ELECTRIC HEATER EH-1 500.0 FULL AIC RATING: 22.000A ENTRANCE EQUIPMENT MASTER NAMEPLATE TRANSFER TIMING 1584.0 AIR VACUUM AV-2-APPARATUS BAY 20ti 27 B 28 302 HEAT PUMP CU-2-OUTDOOR 2500.0 SHEET TITLE: SERIES AIC RATING: NONE TOTALLOAD 0.0 131834.6 131834.6 122455:4 TRANSFER COMPLETE 1564.0 AIR VACUUM AV-3-APPARATUS BAY 20A 28 C 30 2500.0 LOCATION: BOTTOM TOTAL AMPS 0.o 365.9 365.9 3389 RETRANSFER TIMING TOTAL LOAD 0.0 79962.1 79862.1 71158.5 1564.0 AIR VACUUM AV-4 APPARATUS BAV 20A 31 A 32 20/I VRF CONTROL POWER 50.0 TIMING FOR STOP T07ALAMPS 0.0 222.0 222. 197,5 1584.0 AIR VACUUM AV-5-APPARATUS BAY 20f1 33 B 34 20M FIRE ALARM GONG BELL 50.0 CONN, FEEDERBRANCHCIRCUIT BKR CKT BUS CKT BKR FEEDERBRANCHCIRCUIT CONN. 119.5 UN11HEATERUH-1APPARATUSSAY 20A 35 C 38 20/I SPARE D.0 ELECTRICAL • RISER DIAGRAM LOAD VA DESCRIPTION ^o'a Al NO PHASE NO AMPIP DESCRIPTION O1E LOAD A 378.5 UNIT HEATER UH-2APPARATUS BAY 20/1 37 A 38 SPACE 0.0 0.0 SPACE FOR FUTUREUSE(MIN,100/3BREAKER) 1 A 2 30/8 SURGE ARRESTOR 0.0 920.0 DOOR OPERATOR-BAY 1 202 38 B 40 SPACE 0.0 & PANEL SCHEDULES 0.0 3 B 4 1 0.0 920.0 41 C 42 SPACE 0,0 0.0 5 C 6 0.0 820.0 DOOR OPERATOR-BAY2 202 43 A 44 70/& CONDENSING UNIT CU-1.OUTDOOR 5188.2 0.0 SPACE FOR FUTURE USE(MIN.10013 BREAKER) 7 A 8 SPACE FOR FUTURE USE(MIN,10041 BREAKER) 0.0 920.0 45 B 48 1 5186.2 0.0 8 B 10 0.0 920.0 DOOR OPERATOR-BAYS 202 17 C 46 5188.2 0.0 11 C 12 0.0 920.0 48 A 50 100/3 PANEL 881&SB2-SECOND FLOOR ELECTRICAL ROOM 14274.0 0,0 SPACE FOR FUTURE USE(MIN.100/3 BREAKER) 13 A 14 111 SCBACOMPRES60R 3718.1 920.0 DOOR OPERATOR-BAY 4 202 51 B 52 12588.8 0.0 15 B 16 3718.1 920.0 53 C 54 8145.8 0.0 17 C 18 3718.1 3644.8 PANEL NEI-MAIN ELECTRICAL ROOM 150l3 18 A 20 15013 PANEL NCI&NC2-SECOND FLOOR ELECTRICAL ROOM 11675.7 MAIN LUGS 2249,6 1 21 B 22 1 10807.2 924.8 23 C 24 11416.7 0.0 SPACE FOR FUTURE USE(MIN.25013 BREAKER) 25 A 28 250/3 PANEL SA-MAIN ELECTRICAL ROOM(VAATS) 27875.2 NOTES' 0.0 (FUTURE PANEL F/I 27 B 28 28215.5 (1) GROUND-FAULTCIRCUI7 INTERRUPTER. 0.0 26 C11 30 22871.5 MAIN CIRCUIT BREAKER QUIENTIN SUTTER PROJECT ARCHITECT, KL DRAWN BY: BD CHECKED BY: JULY S. 2020 DATE COMPUTER FILE NAME�/���y\ + COPYRIGHT 2010 CARLGTTI ARCHITECTS,P.b, PANEL SB1 STANDBY POWER SECOND FLOOR ELECTRICAL ROOM PANEL NB1 ELECTRICAL ROOM VOLTAGE', 208Y/120V,3 PH,4 W FEEDS SRANCHCIRCUITOEVICES: ELECTRICAL LOAD CON N.LOAD VA DEMAND DEMAND VOLTAGE: 208Y/120V,3 PH,4 W F EEC)ERB RANCH C IRC Urn DEVICES: ELECTRICAL LOAD CONN.LOgD A DEMAND DEMAND w TYPE: PANELBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A TYPE: PANELBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA ENCLOSURE: NEMA1 FULL AIC RATING', 10,000A Lighting 0,0 2111.1 2111,0 1.25 3192.5 ENCLOSURE: NEMA1 FULL AID RATING: 10,000A Lighting 0.0 0.1 0.0 "1 0.1 0 MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen.Purpose Outlete(First 10 KVA) 0,0 10000.0 10000.0 1.00 10000.0 MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen.Purpose Outlets(First 10 KVA) 0.0 1080.0 1080.0 1.00 1060.0 Gen.Purpose Outlets(Remainder) 0.0 11045.0 11045.0 0.50 5522,5 Gen.Purpose Outlets(Remainder) 0.0 0.0 0.0 050 0.0 BUSSING: MANUFACTURER'S STANDARD SPECIAL PROVISIONS', Special Purpose Outlets 0.0 720.0 720.0 1.00 720.0 BUSSING: MANUFACTURER'S STANDARD SPECIAL PROVISIONS: Special Purpose Outlets 0.0 3303.2 3303.2 1.00 3303.2 CONTINUOUS RATING: 225A Mechanical Equipment 0.0 2122.8 2322,fi 1,00 2322.E CONTINUOUS RATING: 225A Mechanical Equipment 0.0 1033,0 1033.0 1.00 1033.0 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.1 6128.0 8128.0 0,65 1213.2 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 0.0 0.0 1.00 0.0 SERIES AIC RATING: 22,000A Mlscelleneous 0.0 250.0 250.0 1.00 250.0 SERIESAIC RATING: 22,000A Miscellaneous 0.0 1402.5 14015 1.00 1402.5 CARLETTI ARCHITECTS P.S. GROUNDBAR 25%Largest Motor 207.0 GROUND BAR 25%Largest Meter 558.4 architecture,planning,lnterlor design MAIN', LUGS ONLY MAIN: LUGS ONLY LOCATION: BOTTOM SUB-FEED LUGS TOTALLOAD 0.0 35019.8 35018.8 21497,8 LOCATION: BOTTOM TOTAL LOAD 0.0 8818.7 8818.7 7377.1 TOTAL AMPS 0.0 87.2 872 76.3 TOTALAMP3 0.0 18.9 18.9 20.5 116 EAST FIR STREET CONN. FEEOERBRANCHCIRCUIT SKIT CKT BUS CKT BKR FEEDERBRANCHCIRCUIT CONN. CONN. FEEDERBRANCHCIRCUIT BKR CKT BU3 CKT BKR FEEDER/BRANCH CIRCUIT col SUITE A LOAD VA DESCRIPTION ore AMP1P NO PHASE NO AMPrP DESCRIPTION o� LOAD VA LOAD A DESCRIPTION ore AMP/P NO PH43E NO AMP/P DESCRIPTION oG LOAD TVA) MOUNT VERNON, WA. 98273 7104.0 0.0 SUB-FEED LUGS PANELSS2 7199,8 SUB-FEED LUGS FUTURE PANEL N132 0.0 4810,E 0.0 Phone: [3601 424-0394 0.0 SPARE 20A 1 A 2 2011 OUTLETS-REPORTS 72C.0 1000,0 GENERATOR BLOCK HEATER 2011 1 A 2 20A ELECTRIC HEATERS III&EHF3 1000.0 Fax: i360 424-5726 OA SPARE 20/1 3 B 4 2011 OUTLETS-REPORTS 540.0 402,5 GENERATOR BATTERY C HARGER 2011 3 B 4 20/I EXHAUST FAN EFI 33,0 0.0 SPARE 20" 5 C 6 20/1 OUTLETS-POLICE 720.0 180.0 OUTLET.BELOW PANEL 20/1 5 C 6 20H SPARE 0,0 720.0 OUTLETS-EMS STORAGE DINING 2011 7 A 8 20M OUTLETS-POLICE CONTROLLED 720.0 0.0 SPARE 20/1 7 A 8 20/I OUTLETS-HALL DECON 900.0 720.0 OUTLETS-DAY ROOM 20M 9 B 10 20M SPARE 0.0 0.0 SPARE 20/1 9 B 10 2011 GEAR DRYING CABINET-DECON 1089.5 0.0 SPARE 20/I 11 C 12 20/I SPARE 0,0 0.0 SPARE 20/1 11 C 12 1513 EXTRACTOR-DE CON 744.6 K ENGINEERS INC. 0.0 SPARE 20/1 13 A 14 20A OUTLETS-OFFICE CONTROLLED 1440,0 0.0 SPARE 2011 13 A 14 744.6 0.0 SPARE 20A 15 B 18 20/1 OUTLETS.OFFICE 137 720.0 0,0 SPARE 20n 15 B 16 744.6 208 Third Street 0.0 SPARE 20A 17 C 18 20/1 OUTLETS.OFFICE 138 720.0 0,0 SPARE 20/1 17 C 18 20/1 SPARE 0.0 Lyndon, WA. 98264 0.0 SPARE 20M 19 A 20 20/1 OUTLETS-OFFICE CONTROLLED 1620.0 0.0 SPARE 20/1 19 A 20 20f1 SPARE 0.0 Bul. (360) 354-4757 0.0 SPARE 2011 21 B 22 20/I OUTLETS-OFFICE 139 720.0 0.0 SPARE 20/1 21 B 22 20/1 SPARE 0.0 fAX 860) 354-4757 0.0 ISPARE 20/1 23 C 24 20/1 OUTLETS-OFFICE 140 900,0 0.0 SPARE 2011 23 C 24 2011 SPARE 0.0 380.0 OUTLETS-COMM RACK 2011 25 A 26 2011 OUTLETS-CONFERENCE CONTROLLED 7200. 0.0 SPACE 25 A 26 SPACE 0.0 3B0.0 OUTLETS-COMM RACK 2011 27 B I 20/1 OUTLETS-CONFERENCE 7200, 0.0 SPACE 27 B 26 SPACE 0.0 0.0 SPARE 2011 29 C 20/1 OUTLETS-CONFERENCE FLAT PANEL 180.0 0,0 SPACE 28 C 30 SPACE 0,0 R. D 150.0 FIRE ALARM PANEL 20/I 31 A 2011 OUTLETS-OFFICE 132 CONTROLLED 720.0 0,0 SPACE 31 A 32 SPACE 0.0 K,O720.0 OUTLETS-ELECT ROOM&STORAGE 20A 33 B 2011 OUTLETS-OFFICE 132 720.0 0.0 SPACE 33 B 34 SPACE 0.00.0 SPARE 20M 35 C 20/I OUTLETS-KITCHEN RESTROOMS HALL 800.0 0.0 SPACE 35C 36 SPACE 0.0 ti e T G0.0 SPARE 20/1 37 A 20/1 SPARE - 00SPACE 37 A 38 SPACE 00iB0.0 GAS WATER HEATER WH-1 20n 38B 20/I SPARE 0,0 0.0 SPACE 39 B 40 SPACE 00 115.0 WATER CIRC PUMP CP-1 20/1 41 C 20/I SPARE 0.0 0.0 SPACE 41 C 42 SPACE 0.0 11eF. MAIN LUGS MAIN LUGS •4 A4O 9TE9�lC �StONAL PANEL SB2 STANDBY POWER SECOND FLOOR ELECTRICAL ROOM PANEL NC1 SECOND FLOOR ELECTRICAL ROOM VOLTAGE: 208Y/12OV,3 PH,4W FEEDERBRANCH CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND VOLTAGE: 2D8Y/120V,3 PH,4W FEEDERS CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND TYPE: PANELBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST, NEW TOTAL FACTOR LOAD A TYPE: PANELBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA ANEW FIRE STATION FOR. ENCLOSURE: NE At FULLAICRATING 10,000A Lighting 0.0 2154.0 1554,0 1,25 3192.5 ENCLOSURE: NEMA1 FULL AIC RATING: 10,000A Lighting 0.1 1311.0 1344.0 1.25 1680.0 MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen.Purpose Outlets(Flmt 10 KVA) 0.0 8105.0 6105,0 1,00 6105.0 MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen.Purpose Outlets(First 10 KVA) 0.0 5560.0 5580.0 1.00 5580.0 CITY OF A,RLINGTON Gen.Purpose Outlets(Remainder) 0.0 0.0 0.0 0,50 0.0 Gen.Purpose Outlet,(Remainder) 0.0 0.0 0.0 0." 0.0 BUSSING: MANUFACTURER'S STANDARD SPECIAL PROVISIONS', Spacial Purpose Outlets 0.0 0.0 OA 1.00 0.0 BUSSING: MANUFACTURER'S STANDARD SPECIAL PROVISIONS: Special Purpose Outlets 0.0 7fi$0.0 7110.0 1,00 7850.0 SMOKEY POINT STATION CONTINUO US RATING: 225A Mechanical Equipment 0,0 2027.6 2027.6 1.00 2027.8 CONTINUOUS RATING: 225A Menhanlosl Equipment 0.0 15087.5 15097.5 1.00 15097.5 ARLINGTON, WA. 98223 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 8128,0 $128.0 0.65 5283.2 FULL AIC RATING 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 4228.0 4228,0 1,Do 4226.0 SERIES AIC RATING: 22,Oo0A Miscellaneous 0.0 100.0 100.0 1.00 100.0 SERIES AIC RATING: 22,000A Miscellaneous 0.0 0.0 0,0 1.00 0.0 GROUNDBAR 25%Largest Motor 207.0 GROUND BAR 25%Largest Motor 155.0 MAIN: LUGS ONLY MAIN: LUGS ONLY LOCATION: TOP TOTAL LOAD 0.0 18914.8 18814,8 16815.3 LOCATION: BOTTOM TOTAL LOAD 0.0 33898.5 33889.5 34390.5 TOTAL AMPS 0.0 52.5 52.5 47.0 TOTAL AMPS 0.0 94.1 94.1 95.5 CONN. FEEDERBRANCHCIRCUIT BKR CKT BUS CKT BKR FEEDERBRANCHCIRCUIT CONN, CONN, FEEDERBRANCHCIRCUIT BKR CKT BUS CKT BKR FEE DERBRANCHCIRCUIT CONN. CONTACT, LOAD A DESCRIPTION Tara AMP/P NO PHASE NO AMP/P DESCRIPTION ore LOAD VA LOAD(VA)7DESCRIPTION ale AMP/P NO PHASE NO AMP/P DESCRIPTION oG LOAD VA 1711.0 PAUL ELLIS MAIN LUGS SUB-FEED LUG9 PANEL Nc2 saeo.o CAPITAL PROJECTS MANAGER 1320.0 LTG.1STFLOORSOUTH 20M 1 I A 2 2YI GFI OUTLETS-REFRIGERATOR 2 900.0 1000.0 DUCT HEATER DHA 20/3 1 A 2 20A LTG-FITNESS&TRAINING 939.0 360-403-4603 1108.0 LTG-FIRSTFLOOR NORTH STAIR ELECT 2011 3 B 4 2011 GFI OUTLETS-REFRIGERATOR 2 90040 1000.0 3 B 4 20/I LTG-2ND FLOOR STORAGE 405.0 126,0 LTG-SLEEPERS 1 20n AF 5 C 8 2d1 GFI OUTLETS-REFRIGERATOR 2 900.0 1000.0 5 C 6 2011 SPARE 0.0 5400 OUTLETS-SLEEPER 121 1 2011 AF 7 A 8 20Vi GFI OUTLETS-KITCHENIBLAND (2)(3) 350.0 1 1000.0 DUCT HEATER DIi-2 2013 7 A 8 JASPAREARE 0.0 5400 OUTLETS-SLEEPER 122 1 20/1 AF 9 B 10 2d1 GFIOUTELTS-KITCHENISLAND 2 3 380.0 1000.0 9 B 10 ARE 0.0 540.0 OUTLETS-SLEEPER I2] 1 2Y1AF 11 C 12 2V GFI OUTLETS-KITCHEN COUNTER 2 3 380.0 1000.0 11 C 12 PARE 0.0 540.0 OUTLETS-SLEEPER 124 1 20M AF 13 A 14 -1 GFIOUTLETG-MICROWAVE 2 3 1200.0 666,7 DUCT HEATER OH-3 2013 13 A 14 PARE 0.0 540.0 OUTLETS-SLEEPER 125 1 2N1 AF 15 B 16 M GFI OUTLETS-DISHWASHER 2 1200.0 666.7 15 B i6 PARE 0.0 540.0 OUTLETS-SLEEPER 128 1 2d'1 AF 17 C 18 20ll GFI OUTLETS-DISPOSAL 2 828.0 88B7 17 C 18 PARE0.0540.0 OUTLETS-SLEEPER 127 1 =1 AF 19 A 20 Seal GFI OUTLETS-INSTAHOT 2 1000.0 310.0 OOAS VENTILATOR DOAS-1 152 19 A 20 UTLETS-FRNE88142 720.0 00 SPARE 1 dViAF 21 a 22 20'1GFIRANGEHOODRH-1 2 345.0 310.0 21 B 22 UTLETS-FITNE33142 720.0PROJECT NUM6ER: 204E 0.0 SPARE 1 M/i AF 23 C 24 2d1 GFI OUTLETS-KITCHEN COUNTER 2 3 380.0 $100 DOAS VENTILATOR DOAS•2 152 23 C 24 UTLETS-FITNE33142 540.000 SPARE 2011 25 A 26 =1 GFI OUTLETS-KITCHEN COUNTER 2 3 540.0 310.0 25 A 26 PARE 0.0 00 SPARE 20A 27 B 28 =1 GFI OUTLETS-MICROWAVE 2 3 1200.0 170.0 DOASVENTILATOR DOAS-3 152 27 B 28 PARE 0.0 00 SPARE 20/I 29 C 30 =1 GFI SPARE 2 0.0 170.0 29 C 30 PARE 0.0 0.0 SPARE 20Fl 31 A 32 20/1 OVEN GAS SOLENOID 3 50.0 OA SPARE 20/1 31 A 32 20/I SPARE 0.0 REVISIONS: 0.0 SPARE 20/I 33 B 34 20/1 BBO GAS SOLENOID 3 50.0 0.0 SPARE 20/1 33 B 34 302 DRYER-LAUNDRY 2250,0 0.0 SPARE 20/1 35 C 38 20A SPARE 0.0 500.0 ELECTRIC HEATERS EH-5 20/1 35 C 38 2250.0 , 0.0 SPARE 20A 37 A 38 20/1 SPAR 0.0 1500.0 ELECTRIC HEATERS EH-6.7 2011 37 A 38 20H WASHER,LAUNDRY 1500.0 7-8-20 (3ID SET 0,0 SPARE 20/I 39 B 40 20/1 SPARE ab 1500.0 ELECTRIC HEATER EH-8 2011 59 B 40 20/1 OUTLETS-LAUNDRYROOM 440.0 0,0 SPARE 20A 41 C 42 2011 SPARE 0.0 1500.0 ELECTRIC HEATER EH-9 20/1 41 C 42 20/1 SPARE 0.0 0,0 SPACE 43 A 44 20/1 EXHAUSTFANS EF-3 EF-1 EF-5 114.0 0.0 SPACE 45 B 46 152 FAN COIL INDOOR UNITS&BRANCH CONTROLLERS 956.8 MAIN LUGS 0.0 SPACE 47 C 48 956h 0.0 SPACE 49 A 50 SPACE 0.0 0.0 SPACE 51 B 52 SPACE 0.0 0.0 SPACE 53 c s4 sPACE 0.0 PANEL NC2 SECOND FLOOR ELECTRICAL ROOM NOTES: VOLTAGE: 208Y/120V,3 PH,4W FEEDERS NCH CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND (1) ARC-FAULTCIRCUR INTERRUPTER, TYPE: PANELBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A (2) GROUND-FAULT CIRCUIT INTERRUPTER. ENCLOSURE: NEMA1 FULL AIC RATING. 10,000A Lighting 0.0 0.0 0.0 1.25 0.0 (3) VIA KITCHEN CONTACTOR MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen.Purpose Outlets(Flrst 10 KVA) 0.0 3060.0 3060.0 1.00 3061 Gen.Purpose Cutlets(Remainder) 0.0 0.0 0.0 0.50 0.0 BUSSING: MANUFACTURER'S STANDARD SPECIAL PROVISIONS: Special Purpose Outlets 0,0 1650.0 1650.0 1.00 1850.0 CONTINUO US RATING: 225A Mechanical Equipment 0.0 517.5 517.5 1.00 517.5 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 4228.0 4228.0 1.001 1221.0 SERIESAIC RATING: 22,000A Miscellaneous 0.0 0.0 0.0 1.00 0.0 GROUND BAR 25%Largest Motor 207.0 MAIN: LUGS ONLY LOCATION: TOP TOTAL LOAD 0.0 9455.5 9455.5 9862.5 TOTAL AMPS 0.0 26.2 28.2 28.8 CONN. FEEDERBRANCHCIRCUIT BKR CKT BUS CKT BKR FEEDERBRANCHCIRCUIT CONN. SHEET TITLE: LOAD VA DESCRIPTION o>E AMP/P NO PHASE NO AMP/P DESCRIPTION oG LOAD A MAIN LUGS ELECTRICAL - PANEL SCHEDULES 900.0 OUTLET-BREAK ROOM REFRIGERATOR 1 20/1 GFI 1 A 2 20/1 SPARE 0.0 180.0 OUTLET-BREAK ROOM COUNTER 1 20/1 GFI 3 B 4 20/1 SPARE 0.0 1200.0 DISHWASHER-BREAKROOM 1 2011 GFI 5 C 6 20/1 SPARE O.Q. 1000.0 INSTA-HOT-BREAKROOM 1 2011 GFI 7 A 8 20/1 OUTLETS-TRAINING ROOM 900.0 828.0 DISPOSAL-BREAKROOM i 2011 GFI 8 B 10 2011 OUTLETS-TRAINING ROOM 720.0 1200.0 MICROWAVE-BREAKROOM 1 2/1 GFI 11 C 12 20A OUTLETS-TRAINING ROOM 1080.0 180.0 OUTLET-BREAKROOM COUNTER 1 20/1 GFI 13 A 14 20P OUTLETS-TRAINING ROOM FLAT PANEL 750.0 0.0 SPARE 1 20/1 GFI 15 B 16 2V1 GFI DRINKING FOUNTAIN-VESTIBULE 1 517.5 0.0 SPARE 1 2011 GFI 17 C 18 20/1 SPARE 0.0 0.0 SPACE 19 A 20 SPACE 0.0 0.0 SPACE 21 1 B 22 SPACE 0.0 0,0 SPACE 23 C 24 SPACE 0.0 0.0 SPACE 25 A 26 SPACE 0.0 0.0 SPACE 27 B 26 SPACE 0.0 0.0 SPACE 29 C 30 SPACE 0.0 0.0 SPACE 31 A 32 SPACE 0.0 0.0 SPACE 33 B 34 SPACE 0.0 0.0 SPACE 35 C 36 SPAC El 0.0 0,0 SPACE 37 A 38 SPACE 0.0 0.0 SPACE­3_ B 40 SPACE 0.0 0.0 SPACE a1 c az SPACE 00 QUIENTIN SLITTER 0.0 SPACE 43 A 44 'SPACE 0.0 0.0 SPACE 45 B 46 SPACE 0.37 PROJECT ARCHITECT: 0.0 SPACE 47 C 48 SPACE 0.0 0.0 SPACE 49 A 50 SPACE 0.0 KL 0,0 SPACE 51 B 52 SPAC 00 DRAWN BY: 0,0 SPACE 53 C 54 SPACE 0.0 NOTES: ED (1) GROUND-FAULT CIRCUIT INTERRUPTER. CHECKED BY: JULY 8, 2020 DATE COMPUTER FILE NAME E - 6 . 2 COPTRIGHT 201!CARLETTI ARCHITECT$.1e,8, CITY OF ARLINGTON CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SECTION 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 4228 Airport Blvd. Building Permit Number BLD-3239 Name &Address of Owner Occupant Load Number of Stories CITY OF ARLINGTON BUSINESS -110 / RESIDENTIAL - 7 / STORAGE - 25 2 238 N. OLYMPIC AVE. Type of Construction/ Sprinkler System Required Use ARLINGTON,WA 98223 V-B/Yes BUSINESS, RESIDENTIAL, STORAGE THE STRUCTURE HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP B / R-2 / S-1 OCCUPANCY ISSUED: APRIL 13, 2022 BY BUILDING OFFICIAL NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ,�7 APPROVED PERMIT#: - ,�-- J AM�M DATE: D.Z(--, JOB ADDRESS:4 2 ZcJ �_- 4T 1(` ? j h�I\�L� LOT#: PROJECT: �—' - TYPE OF INSPECTION: OTHER: C__.�•4._V 4�- -_ C-L - T7O�' i 7 - ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 I Ko / INSPECTOR DATE l ```t OR. Cl PLANNING 0 CIVIL ;BUILDING CITY OF ARLINGTON ' �� CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT fit; Permit#:3239 4228 51st Avenue NE(Airport Blvd.) Permit Expiration Date: 12/14/2020 Parcel#:31052100202000 Valuation: 1004944.00 OWNER APPLICANT CONTRACTOR ARLINGTON CITY OF City of Arlinngton HB Hansen Construction,Inc 18204 59TH DRIVE NE 238 N Olympic Avenue PO Box 226 ARLINGTON,WA 98223 Arlington,WA 98223 Lynden,WA 98264 360-424-0394 ext. 101 LIC:HBHANCI995BW EXP:04/23/2022 MECHANICAL CONTRACTOR—' CONTRACTOR LIC#: EXP: LIC#: EXP: JOB'DESCRIPTION l PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: B, S-1,R-2 BUILDINGS: 1 OCC LOAD: PERMIT APFROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this pen-nit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. 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. IBC I I OARC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3I01. Phil Lohrer 9/22/20 ,/5�0 Signature Print Name Date Released By arc CONDITIONS ADHERE TO APPROVED PLANS. APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS.CALL FOR INSPECTIONS. CITY OF ARLINGTON 18204 59th Avenue NE,Arlington, WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 4228 Slst Avenue NE (Airport Blvd.) Permit#: 3239Permit Expiration Date: 12/14/2020 Parcel#: 31052100202000 Valuation: 1004944.00 OWNER APPLICANT CONTRACTOR ARLINGTON CITY OF City of Arlinngton HB Hansen Construction,Inc 18204 59TH DRIVE NE 238 N Olympic Avenue PO Box 226 ARLINGTON,WA 98223 Arlington,WA 98223 Lynden,WA 98264 360-424-0394 ext. 101 LIC:HBHANC1995BW EXP:04/23/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: B, S-1,R-2 BUILDINGS: I OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation, guidance or decision of the Governor. 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. IBC 110/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By ate CONDITIONS ADHERE TO APPROVED PLANS. APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. No savings accounts during the previou, dear period. Lawsuits against the bond or savings ........... No lawsuits against the bond 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. Certifications &Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent ttegistered training agent,Check their eligible programs and occupations. Workers'Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 869,878-01 Doing business as HB HANSEN CONSTRUCTION INC Estimated workers reported Quarter 2 of Year 2020"31 to 50 Workers" L&I account contact TO/KRISTINE HATHAWAY(360)902-4811-Email:HATK235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective_July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ......................................................................................... No debarments have been issued against this contractor. Workplace Safety& Health Check for any past safety and health violations found on jobsites this business was responsible for Inspection results date 01/0 41201 6 Violations Inspection no. 317938680 Location 9721 Lincoln Ln Blaine,WA 98230 [A� Permit "F/" h bp Permit Date: 06/17/20 Project Name: Station 48 Site Address: 4228 51 st Avenue NE (Airport Blvd.) Company/Applicant Name: City of Arlinngton Company/Applicant Address: 238 N Olympic Avenue City, State, Zip: Arlington, WA 98223 Contact: Peter Carletti Phone: 360-424-0394 ext. 101 Email: peter@carlettiarchitects.com Permit Type: Commercial New Valuation: 4700000.00 Square Feet: 10 167 Number of Stories: 2 Type of Construction: VB Occupancy Type: B; Business Scope of Work: New fire station MIC/Opportunity Zone: MIC Permit Issued: Permit Expires: 12/14/2020 DNU: Status: IN PROCESS Property Parcel 4 Address Legal Description Owner Name Owner Phone Zoning 31052100202000 UNKNOWN ARLINGTON CITY 431 Airports& OF Flying Fields Plan Reviews Date Review Type Description Assigned To Review Status 06/17/2020 Commercial Building Building In Review Uploaded Files Date File Name 06/17/2020 6840706-Statioil48Commercial Application Packet I M2SY3FtiMiDo40.p Lf 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. 10 One (1) City of Arlington Comm ercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) 12 One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form 12 Two (2)Architectural Drawings 12 Two (2) Structural Drawings Two (2) Structural Calculations ❑ 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 IN COMPLETE 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 cedO)arlingtonwa.gov. l acknowledge that all items designated above are included as part of this application. REV 11/2019 Page 1 o19 Ct�Y O� 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 ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(1MC) 4_ 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washinaton 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. WAG 296-46B Electrical Safety Standards, Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for root drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 pst unless a Goo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)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. REV 11i2019 Page 2 of 9 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. [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 corners(or two identifiable locations for irregular plan shapes). 5_ Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level_ B. 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 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) B. 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 1f8"minimum scale. Details a minimum%a-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. REV 11i2019 Page 3 of 9 C1�y O� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. 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 %4-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 gags 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 106A1 D. ® WASHINGTON STATE ENERGY CODE 1.One(1)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 REV 11/2019 page 4 of 9 cta' COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic©eveloprnent City of Arlington• 18204 59th Ave NE- Arrington,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 ced@arlingtonwa.gov. Incomplete applications will not be accepted. acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 L11 Y 4� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 TMS APPLICA7ION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDEN77AL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMrTTAL CHECKLIST AND AN OCCUPANTS STATEMENT OF INTENDED USE. Name of Project:City of Arlington Station #48 valuation: $4.7 million Project Address: 51st Avenue NE (intersection of 43rd Ave NE and Airport Boulevard) Parcel ID#: 310221002302000 Legal Description part of overall airport masterplan Owner: City of Arlington Phone Number: 360-403-4603 Address: 238 N. Olympic Drive City:Arlington State:WA Zip Code:98223 Engineer:Carletti Architects, P.S. - Peter Carletti Phone Number: 360-424-0394 ext. 101 Cell Phone: E-mail: neteracarlettiarchitects.com 116 E. Fir Street, Suite A Mount Vernon 98273 Address: City: State:� Zip Code: General Contractor:TO BE DETERMINED Phone Number:xx Cell Phone: xx E-mail: xx Address:xx City:xxx State: xx Zip Code: xx Contractor's License Number:xx Expiration:xx Contact Person: Same as Architect Phone Number: xx Cell Phone: xx E-mail: xx Address: xx City:xx State: xx Zip Code: xx Proposed Scope of Work:new fire 11,422 s.f. fire station REV 11/2019 Page 6 of 9 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 City of Arlington Fire Station *48 Site Address5lst Avenue N E (intersection of 43rd Ave NE and Airport Bldg/Unit/Suite IBC Construction Type VB IBC Occupancy Type B/S-1 Description of Use new fire station Building Square Footage 11,788 s.f. with canopies Number of Stories 2 Square Footage Per Floor10,167 s.f. First Floor 1,255 s.f. Second Floor Will there be any Installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...} ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked item: deferred shop drawings for fire sprinkler and fire alarm systems Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Statement of Special Inspection REV 1 IM19 Page 7 of 9 ti�Y 4f - COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 City of Arlington Station #48 Name of Project: Project Address: 51st Avenue NE (intersection of 43rd Ave NE and Airport Boulevard) - - Special Inspection Firm: To be Determined Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of To be determ iend 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 (,e) Structural Masonry (,e) Structural Steel and Welding (or) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: 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. REV 11/2019 Page 0 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE- Arlington,WA 98223• Phone(360) 403-3551 The special inspection 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. Building 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 Professionals: 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 keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials 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. ACKNOW LEDGE ME NTS I have read and agree to comply with the terms and conditions of this agreement. Owner:- _- - —- -- Date: I 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. Applicants Signature Peter Carletti May 28, 2020 Print Applicants Na Date FOR STAFF USE ONLY Received Z,;-)A JUN 02 2020 Pennit# Aoe pted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 CITY OF ARLINGTON FIRE STATION # 48 .� PROJECT TEAM PROJECT DATA = ---- CARLETTI ARCHITECTS P.S. OWNER CITY OF ARLINGTON PROPERTY INFORMATION � ;,.••. ardttKwre&plwtrtR 238 NORTH OLYMPIC AVENUE PROPERTY ADDRESS 51et AVE NE(AIRPORT BOULEVARD) ® STATION 948 - --- --- -- - - -'----- + 116 EAST FIR STREET ARLINGTON.WA 98223 _ - - - --- i` (INER$EQTIDN OF 43rd AVE NE) - �i ,e.f 3`�;'} -- SUITE A PHONE (3601 403-4605 ARLINGTON.WA 98223 ------- ;,,; FAX 1360)435-4677 BUILDING CODE 2015 IBC/2015 IFC MOUNT VERNON. WA. 98273 '+ --- EMAIL:pelliatcLarlington.wa.ue ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE - / _ Phone: I3601 424-0394 I I ) CONTACTS: PAUL ELLIS IWSECl/IECC/WAC 51-11(CLIMATE ZONE 4C) - - � _ Fax: 360 424-5726 FIRE SPRINKLERS YES _ ARCHITECT FIRE ALARM YES y CARLETTI ARCHITECTS.P.S. TAMPER/FLOW SWITCH W/MONITORING 116 E FIR ST,SUITE A REQUIRED MINIMUM IF>THAN 100 HEADS MOUNT VERNON,WA.98273 W/MINIMUM(11 MANUAL PULL STATIONS ZONING -- E STERED ZOAITAI/± PHONE: 13601 424.0394 L _ - • FAX: 13601 424-5726 ZONING BUSINESS PARK USE IS APPROVED EMAIL.peterfearlettiarchiteete.com --- - sin1E wAsxlxcTal CONTACT: PETER CARLETTI LOT ACRES 217.800 SF OR 5 ACRES - --- - ENGINEER/SURVEYOR TAX ACCOUNT# SOUND DRAWING INDEX SOUND DEVELOPMENT GROUP 1111 CLEVELAND AVE,SUITE 202 51052100202000 A NEW FIRE STATION FOR: MOUNT VERNON.WA 08273 CITY OF ARLINGTON PHONE:(360)404-2010 A-0.0 COVER SHEET/GENEARL NOTES/CODE ANALYSIS MECHANICAL FAX: (3601 404.2013 LEGAL DESCRIPTION OCCUPANT LOAD/ EXIT REQUIREMENTS 19T A-0.1 BARRIER FREE NOTES 6 DETAILS STATION #48 EMAIL:pat0adg-Ilc.com PART OF OVERALL AIRPORT MASTERPLAN ENERGY CODE NOTES MAO COVER ARLINGTON. WA 98223 CONTACT:PAT SEVERIN ROOM AREA OCC. OCC. EXITS REQ'D MAI SCHEDULES BUILDING CODE DATA NAME FACTO LOAD CIVIL M-1.2 SCHEDULES STRUCTURAL ENGINEER M-1.4 SCHEDULES OCCUPANCY OFFICE IBI-OFFICE(SPRINKLERS) B OCCUPANCY 19.027 SF) C•1.0 CXISTIN CO M-2. BVRFELOW DIAGRAM 2124 RI d ASSOCIATES _ <49 ONE EXIT REQ'D C-1.1 EXISTING CONDITIONS.DEMOLITION 6 T.E.S.C.PLAN M-2.0 BELOW SLAB PLAN-PLUMBING OCCUPANCY SLEEPING AREA IR-21 SLEEPING ISPRINKLERSI VESTIBULE/ENTRY 182 2124 RIVERSIDE DRIVE.SUITE 211 (1)EXIT PROVIDED(OKI C•1.2 T.E.S.C.NOTES 6 DETAILS M-2.1 FIRST FLOOR PLAN-PLUMBING MOUNT VERNON.WA 98273 OCCUPANCY APPARATUS BAYS IS-11-APPARATUS STORAGE(SPRINKLERS) HALLWAY 298 - <49 ONE EXIT REQ'D C-2.0 PROPOSED OVERALL SITE PLAN M-2.2 SECOND FLOOR PLAN-PLUMBING CONTACT: AC PHONE:360-800-1100 EXT:301 CONSTRUCTION TYPE V-B I(BI ALLOWABLE(2)STORY 0.000 S.F.) (11 EXIT PROVIDED(OKI C-2.1 PROPOSED SITE LAYOUT 8 UTILITY PLAN M-3M-3.0 FIRST FLOOR PLAN'-HVAC SECOND FLOOR PLAN HVAC PAUL ELLIS FAX:12061 523-1012 I(R-2)ALLOWABLE(1)STORY 7.000 S.F.) OFFICES 541 100 5.4 <40 ONE EXIT REO'D C-2.2 PROPOSED SITE GRADING PLAN M-3.2 ROOF PLAN-HVAC CAPITAL PROJECTS MANAGER EMAIL.JordanOdcgengr.com (IS-11 ALLOWABLE(1)STORY 0.000 S.F.) I 1 (11 EXIT PROVIDED(OKI C-2.3 SITE DRAINAGE PLAN M-4.0 DETAILS CONTACT: JORDAN JANICKI FIRST FLOOR OFFICE(5)SF 3,027 S.F. REPORTS LIBRARY 86 100 .86 <49 ONE EXIT REQ'D C-2.4 DETAILS M-4.1 DETAILS 360-403-4603 MECHANICAL ENGINEER FIRST FLOOR SLEEPING AREA IR-21 SF 1.418 S.F. (1)EXITS PROVIDED(OK) C-3.0 SPECIFICATIONS APPARATUS I5-11 SF 4.8 S.F.22 DAY ROOM,DINING,KITCHEN 979 100 9.7 �49 ONE EXIT PROVIDED REQ'D ELECTRICAL HARRIS GROUP FIRST FLOOR TOTAL E-0.1 DEVICE MOUNTING DETAILS,LEGEND.CABLE CODES 6 INDEX 20201 CEDAR VALLEY RD.STE 120 POLICE OFFICE 98 100 .98 <40 ONE EXIT REQ'D E-0.2 NOTES.MECH 6 KITCHEN SCHEDULES LYNNWOOD.WA 98036 2ND FLOOR STORAGE SF 694 S.F. (11 EXITS PROVIDED(OKI ARCHITECTURAL E-1.1 SITE PLAN PHONE: (425)774-3829 2ND FLOOR EMS/STOR.STOAGE SF 561 S.F. TRAINING ROOM 1135 15 75.66 >50 TWO EXITS REQ'D E-2.1 FIRST FLOOR POWER PLAN FAX: 1425)672-2084 SECOND FLOOR TOTAL SF 1.255 S.F. (21 EXITS PROVIDED(OKI A-1.0 SITE PLAN E-2.2 FIRST FLOOR MECHANICAL CONNECTION PLAN EMAIL. Joe.Stewarteharriegroup.com TOTAL BUILDING SF 11.422 S.F. FITNESS ROOM 468 50 9.36 <49 ONE EXIT REQ'D A-1.1 SITE DETAILS E-2.3 MEZZANINE POWER PLAN CONTACT: JOE STEWART COVERED CANOPY SF 366 S.F. (11 EXIT PROVIDED(OKI A-2.0 EXITING PLANS E-2.4 DETAILS TOTAL BUILDING SF W/COVERED CANOPIES 11.788 S.F.SEE AREA CALC (OK) CONFERENCE ROOM 140 15 9.3 (�40 ONE EXITS PROVIDED REQ'D (OKI A 2.1 FIRST FLOOR PLAN 1/8'•l'-O' E-3.1 FIRST FLOOR LIGHTING PLAN A-2.2 SECOND FLOOR PLAN 1/8'•l'-0' E-3.2 APPARATUS BAY LIGHTING PLAN ELECTRICAL ENGINEER A-2.4 1ST FLOOR REFLECTED CEILING PLAN 1/8'•1'-0' E-3.3 MEZZANINE LIGHTING PLAN KEN KOK ENGINEERS AREA YARD INCREASE CALCULATION (R-2) OCCUPANCY (1,418 SF) A-2.5 2ND FLOOR REFLECTED CEILING PLAN 1/8'•l'-O' E-3.4 LIGHTING DETAILS 208 3rd STREET A-2.6 ROOF PLAN 1/8'•1'-0' E-35 LIGHTING FIXTURE SCHEDULE LYNDEN.WA 08264 AREA INCREASE FACTOR DUE TO FRONTAGE If•1OO((F/PI"2 . 5)W/3O MENS RESTROOM.MENS SHOWER.WOMENS 405 - - - A-2.7 DOOR.WINDOW SCHEDULES 18-261 PHONE: 13601 354-4757 BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY N 154'-0'•W 09'-0'•E 154'-0'.5 03'-0' F RESTROOM/SHOWER.LAUNDRY ROOMS A•2.8 FINISH,MATERIAL SCHEDULES E-4.1 FIRST FLOOR ANCILLARIES PLAN A•3.0 ELEVATIONS E-4.2 MEZZANINE ANCILLARIES PLAN FAX: 13601 354-6704 F•494'•0' HALLS 320 - - A-4.0 BUILDING SECTIONS A&B E-4.3 ANCILLARIES DETAILS EMAIL: billdiephuieek-engineere.com NORTH EAST SOUTH A-4.1 BUILDING SECTIONS C&D E-5.1 FIRST FLOOR TELECOMMUNICATIONS PLAN CONTACT: BILL DIEPHUIS PERIMETER OF ENTIRE BUILDING 154.0'..93'-0'..154'-0'..93'-0'•P (7)SLEEPING UNITS 695 100 6.93 <50 ONE EXIT REQ'D A-4.2 BUILDING SECTIONS E.FBG E-5.2 MEZZANINE TELECOMMUNICATIONS PLAN P•494'-0' WEST (11 EXIT PROVIDED EA.(OKI A-4.3 BUILDING SECTIONS H E-5.3 COMMUNICATIONS DETAILS REVISIONS: LANDSCAPE ARCHITECT WIDTH OF PUBLIC WAY OR OPEN SPACE MAX.SIDE 30' (S-1I OCCUPANCY I4.822 SFI A-5.0 TYPICAL WALL SECTIONS E-5.4 COMMUNICATIONS DETAILS 5/29/20 PERMIT SUBMITTAL FRONTAGE INCREASE FACTOR If•100II404'/404'I"25I30/90I 75 PERCENT A-5.1 TYPICAL WALL SECTONS E-6.1 POWER SYSTEM RISER DIAGRAM 6 SCHEDULES ECCOS DESIGN APPARATUS BAYS 3.833 200 19.17 <50 ONE EXIT REQ'D A-5.2 TYPICAL WALL SECTIONS E-6.2 PANEL SCHEDULES 07/08/20 BID SET 505 S 19T STREET.SUITE B Aa•At•(Atlf/1001•IAtia/100) (21 EXITS PROVIDED(OKI A-5.3 TYPICAL WALL SECTIONS LANDSCAPE MOUNT VERNON.WA 98273 TABULAR AREA PER FLOOR•At 9.000 S.F.FOR B BUNKER GEAR 111 - - - A-6.0 STAIR DETAILS PHONE: (560)419-7400 7.000 S.F.FOR R•2 FAX: (800)508-2017 0.000 S.F.FOR S-1 A•6.1 DETAILS IL-1 COVE SHE T OTES RESTROOM 74 I A-6.2 DETAILS R 1 RRGAT ON PLAN EMAIL: patrikOeccoedeeign.com AREA INCREASES PERCENTAGE A-6.9 DETALS IR-2 I IRR GAT ION PLAN CONTACT: PATRIK DYLAN FACTOR DUE TO SPRINKLER LS 00 DECON 143 - - - A•6.4 DETAILS S^Y M B O L S DESIGN AS R-2 OCCUPANCY ALLOWABLE AREA A-6.5 DETAILS DEFERRED SUBMITTALS Aa•7.000.MOOD X 75/100)•17,000 X 200/1001 26.250 S.F.>11.788(OKI FIRE SPRINKLER RISER 97 -PRE FAB TRUSS DRAWINGS ID-20 FLOOR FINISH PLAN/PAINT PLAN HOSE.SCBA,WORK ROOM.EMS STORAGE 943 200 1.7 (1)EXITS PROVIDEDQEA OK ID 2.10 INTERIOR ELEVATIONS INTERIOR ELEVATIONS CONTRACTORETOI SUBMIT " NORTH ARROW FIRE FLOW - - - ELECTRICAL 131 -FIRE PROTECTIONS SYSTEM-FIRE SPRINKLERS /� STRUCTURAL -FIRE PROTECTIONS SYSTEM-FIRE ALARM 8 DETECTION SYSTEM GRID LINE V-B 12.821 SF WITH CANOPIES(REQUIRED FIRE FLOW 30001 STAIR 84 - - 5-1 GENERAL NOTES -SIGNAGE PERMITS REDUCE BY 50%FOR SPINKLERS•1.500 REQURIED IOK) I S-1.1 GENERAL NOTES CONT, SPECIAL INSPECTIONS REQUIRED (10.167 SFI 9.2 FOUNDATION PLAN A BUILDING SECTION RATED WALLS/ UNPROTECTED OPENINGS S-3 SECOND FLOOR FRAMING PLAN PER IBC CHAPTER 17 PROVIDE THE FOLLOWING SHEET TITLE: 5-4 ROOF FRAMING PLAN SPECIAL INSPECTIONS: S-5 MAIN FLOOR SHEARWALL PLAN EARTHWORK AND COMPACTION B TO A 9-1 WOULD BE NON RATED WALLS REQUIRED PER TABLE 508.3.3 2ND F L R (1.255 SF) S•5.1 SECOND FLOOR SHEARWALL PLAN STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING COVER SHEET A , B TO A R-2 WOULD BE ONE HOUR RATED WALLS REQUIRED PER TABLE 508.3.3 GENERAL STORAGE 694 300 2.3 <10 ONE EXIT REQ'D 5-6 CMU WALL ELEVATIONS EPDXY AND DOWLED ANCHORS AND REBAR WALL SECTION S•1 TO A R•2 WOULD BE TWO HOUR RATED WALLS REQUIRED PER TABLE 508.3.3 (INCUUDES STAIRS) (11 EXITS PROVIDED(OKI S-6.1 CMU DETAILS STEEL REINFORCEMENT i.a NOTE: WE ARE DESIGNING THIS BUILDING USING NON-SEPARATED USES PER SECTION EMS STORAGE 561 300 1.87 <10 ONE EXIT REQ'D 5-7 FOUNDATION DETAILS CONCRETE 508.3.2. WE ARE DESIGNING THE FACILITY TO MEET THE MOST RESTRICTIVE USE (11 EXITS PROVIDED(OK) S-8 FLOOR FRAMING DETAILS SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES DETAIL REQUIREMENTS OF THE R-2.WE ARE PROPOSING A 2-HOUR FIRE BARRIER BETWEEN S-9 ROOF FRAMING DETAILS e.o THE S-1 OCCUPANCY AND THE B/R-2 OCCUPANCIES i [:: S-9.1 ROOF FRAMING DETAILS WS E C C40 6 ADDITIONAL ENERGY PROPERTY CORNER 11.422 11. 22 �14 >50 TWO EXIT REQ'D S-10 SHEARWALL DETAILS PACKAGE OPTIONS INTERSECTION TOTAL (6)EXITS PROVIDED(OK) AS REQUIRED BY WASHINGTON STATE ENERGY CODE THE FOLLOWING ALL EXTERIOR WALLS ARE GREATER THAN 10' TWO ENERGY OPTIONS ARE TO BE USED ON THIS PROJECT To ANY PROPERTY LINE THEREFORE NO RATED EXTERIOR WALLS SEE SHEET A-2.0 FOR EXITING PLAN INCLUDING: 1. ENERGY OPTION}2 REDUCED LIGHTING POWER IN ACCORDANCE ti TOP OF SUB FLOOR ELEVATION MARK AND OR PARAPETS ARE REQUIRED -TRAVEL DISTANCE<100'-0'TO COMMON PATH OF TRAVEL FOR B/S-1.AND<75'-0,FOR IR-21(OK) WITH SECTION C408.3 EL.10'-10 1/2' -OVERALL EXIT ACCESS TRAVEL DISTANCE<250'-0'FOR IR-2.S•11 AND 250'FOR(B)(OKI VICINITY MAP 2. ENERGY OPTION O5 PROVISIONS OF A DEDICATED OUTDOOR AIR PARKING CALCULATION -1/3 THE DIAGONAL DISTANCE IOKI SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH SECTION C406.6 25.00'(NEW) SPOT ELEVATION -EGRESS WIDTH PER OCCUPANT SERVED(OKI -EXIT LIGHTS(OKI - 23.72'(EXIST.) PARKING REQUIREMENTS PER CITY OF ARLINGTON LAND USE CODE: TABLE 20.72-7,TABLE OF PARKING REQUIREMENTS ROOM-NAME USE 13.000 FIRE STATIONS:1 SPACE PER 400 SF OF GROSS FLOOR AREAS V -- Pic 101 ROOM NAME/NUMBER PLUMBING CALCULATIONS PROJECT ARCHITECT: 11.422 TOTAL SF/400•28.55 OR(201 PARKING STALLS REQUIRED 1 DOOR MARK SIZE S.F./ OCCUPANT RR RR °` { O 50 TOTAL STALLS PROVIDED(OKI Pic OCCUPANCY OCCUP. OCCUPANT LOAD READ PRQV. � , `- ITE LOCATION OWINDOW MARK (26-501 STALLS 121 ADA STALLS REQUIRED PER TABLE 1106.1 - _c •• DRAWN BY. I2I ADA STALLS PROVIDED(OKI FIRST FLOOR ��: Pic 'B'OCCUPANCY/ 3.927 100 39.27 `Ty - CHECKED BY STANDARD PARKING STALLS ARE TO BE 9 X 19 T-T OCCUPANCY 10 MEN 1 3 INCLUDES 1 URINAL ire FLOOR MATERIAL z ADJACENCY DRIVE AISLES FOR 90 DEGREE PARKING ARE TO BE 24 FEET WIDE 19 WOMEN 1 2 APRIL 9, 2020 FOR 2-WAY TRAFFIC 'S-l'OCCUPANCY 4.822 200 4822 •:r • - DATE ALIT ALIGNMENT OF ITEM 11 1 REVISION MARK FIRE STATION - WAC COMPUTER FILE NAVEINGS\18-261 THE FOLLOWING WAC REQUIREMENTS SHALL APPLY TO THIS PROJECT FOR FIRE STATIONS (4)FULL RESTROOMS PROVIDED 1.WAC 296.305.06501 REQUIREMENTS FOR FIRE DEPARTMENT FACILITIES 2.WAC 206-305-0650 GENERAL REQUIREMENTS 1 3.WAC 296-905-08505 SANITATION.DISINFECTION.CLEANING.AND STORAGE DRINKING FOUNTAINSA � 0 . 0 INTERIOR ELEVATION 4.WAC 296-305-06507 SLEEPING AREAS , 2 -70 4 MARKS 5.WAC 206-505-06500 APPARATUS AREAS (1)DRINKING FOUNTAIN REQUIRED FOR OVER 30 TO A MAX OF 150 OCCUPANTS •' �' + 6.WAC 296-305-06513 REFUELING AREAS COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. 3 7.WAG 296-305-06515 HOSE DRYING TOWER 8.WAC 296-305-06517 DRILL TOWER TRAINING FACILITIES r 9.WAC 206-505-06510 FIRE STATION EQUIPMENT AND TOOLS 1 ABBREVIATIONS GENERAL NOTES THE FOLLOWING ARE REFERENCES DIRECTLY FROM CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. 1. IN GENERAL.PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE ABV ABOVE JNT JOINT FACE OF CONCRETE.UNLESS OTHERWISE NOTED.DO NOT SCALE THESE MINIMUMS AS REGULATED BY STATE CODE. TYPICAL R E S T R O O M AFF ABOVE FINISH FLOOR DRAWINGS.USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS C402.5 AIR LEAKAGE-THERMAL ENVELOPE IMANDATORYI.THE THERMAL ENVELOPE OF BUILDINGS AC TILE ACOUSTICAL TILE LVL LEVEL DATUM.AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT SHALL COMPLY WITH SECTIONS C402.5.1 THROUGH C402.5.8. ACP ACOUSTICAL CEILING PANEL L LONG.LINE IMMEDIATELY OF ANY DISCREPANCIES. C402.5.1 AIR BARRIERS.A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THERMAL ENVELOPE.THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR AL ALUMINUM LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. OUTSIDE OF THE BUILDING ENVELOPE.LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE. ARCH ARCHITECTURAL LT LIGHT OR ANY COMBINATION THEREOF.THE AIR BARRIER SHALL COMPLY WITH SECTIONS C402.5.1.1 AND NOTE.ALL EXPOSED DRAIN AND A TILE ASPHALT TILE 3. ALL WORK SHALL COMPLY WITH THE 2016 IBC.IFC.UPC.IMC AS AMENDED BY WASH. C402.5.1.2.STATE.ALL AEA STANDARDS TO MEET ICC -2000 PROJECT SHALL ALSO COMPLY WITH INSULATED PER ICC A117.1-2000 WATER SUPPLY PIPES TO BE GWB.PAINT ICBaRD.ETTI ARCHITECTS P.S.0 PROJECT AVG AVERAGE MAR MARBLE THE 2015 WSEC AND THE 2015 IMC CODES.PROJECT SHALL ALSO COMPLY W/JURISDICTIONAL C402.5.1.1 AIR BARRIER CONSTRUCTION. MO MASONRY OPENING CODE AMENDMENTS BY THE LOCAL AGENCY.CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH THE FOLLOWING: SECTION 606.6 30 X 48 MIRROR 18'VERT.GRAB BAR erchkamuro&plm,- BFF BOTTOM FINISH FLOOR MFR MANUFACTURE NECESSARY PERMITS d INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT 1.THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE THERMAL ENVELOPE 90'-41' BLKG BLOCKING MATL MATERIAL VALID CITY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT.WHEN REQUIRED BY LAW. OF THE BUILDING AND ACROSS THE JOINTS AND ASSEMBLIES. GWB,PAINT 116 EAST FIR STREET 2.AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED•INCLUDING SEALING TRANSITIONS IN PLACES SUITE A BR BRICK MAX MAXIMUM AND CHANGES IN MATERIALS.THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON 4. ERRORS.OMISSIONS,AND DISCREPANCIES.IF ANY.SHALL BE REFERRED SOAP DISP. 1 1/2' BOB BOTTOM OF STRUCTURE MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE.LOOSEN OR OTHERWISE IMPAIR ITS GRAB BAR MOUNT VERNON, WA. 98273 MTL METAL ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND•STACK EFFECT AND 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY MECHANICAL VENTILATION. 48'P-LAM CPT CARPET MIN MINIMUM OTHERS PROVIDE ALL BLOCK-OUTS.BLOCKING.BACKING AND JACKS REQUIRED FOR 3.PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED.GASKETED OR OTHERWISE SEALED IN A - Phone: (3601 424-0394 MUL MULLION DUCTS,PIPES,CONDUITS.EQUIPMENT,FIXTURES•AND CABINETS. VERIFY SIZE AND MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION.JOINTS AND SEALS i v Fax: 360)) 424-5726 CLG CEILING 6. LOCATION.DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN.EXCEPT ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED 48'P-LAM o TISSUE PAPER CEM CEMENT WITH MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SHALL BE BASE a�i DISPENSER 't CENTER LINE NAT NATURAL UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED AND SHALL BE SECURELY NOM NOMINAL 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO: INSTALLED AROUND THE PENETRATIONS SO AS NOT TO DISLODGE.LOOSEN OR OTHERWISE IMPAIR B4ze E STEREO BASE C TO C CENTER TO CENTER NA NOT APPLICABLE SEWER.SEPTIC.WATER.GAS.POWER.AND TELEPHONE. CAP.MARK AND PROTECT. THE PENETRATIONSF ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND•STACK CT CERAMIC TILE NIC NOT IN THIS CONTRACT EFFECT.AND MECHANICAL VENTILATION.SEALING OF CONCEALED FIRE SPRINKLERS.WHERE * T-B' ELEVATION ELEVATION ITECT CLO CLOSET 8. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN.MINOR MODIFICATION REQUIRED.SHALL BE IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER.CAULKING OR v NTS NOT TO SCALE MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER CW COLD WATER n�D F GWB.PAINT PETER N0.9p NUMBER MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. COL COLUMN PLATES AND WALLS OR CEILINGS. 0. PROVIDE CLOSURE.MEETING THE REQUIREMENTS OF ALL GOVERNING 4.RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.8.WHERE SIMILAR OBJECTS 6'C EAR 90 X 48 MIRRORGWB.PAINTCONC CONCRETE ARE INSTALLED WHICH PENETRATE THE AIR BARRIER,PROVISIONS SHALL BE MADE TO MAINTAIN SPA E0C ON CENTER AUTHORITIES,AT RATED PARTITIONS,FLOORS.CEILINGS,AND ROOF PAPER TOWEL CMU CONCRETE MASONRY UNIT THE INTEGRITY OF THE AIR BARR]BR. 48'P-LAM 7 OD OUTSIDE DIMENSION LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BECONST CONSTRUCTION °' SEAT COVER D15P. DISP.d 0/ OVER CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. C402.5.1.2 BUILDING TEST. zFWASTE lz CONT CONTINUOUS THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING 1 1/T GRAB BAR RECEPTICAL OVHD OVERHEAD 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADESENTS, DINGCOORD COORDINATE ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.9 INCHES WATER -LAMDESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS.TO VERIFY OUNTER/ 048'P-LAM A NEW FIRE STATION FOR: COTE CORRIDOR SIZE,WEIGHT,POWER,LOCATION AND OTHER REQUIREMENTS AND LOCATION GAUGE 12.0 L/5 X M2 AT 75 PA1 AT THE UPPER 05 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE nPNT PAINT WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.A REPORT THATACKSPLASH _ CITY OF ARLINGTON CFM CUBIC FEET PER MINUTE OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. PTO PAINTED INCLUDES THE TESTED SURFACE AREA.FLOOR AREA,AIR BY VOLUME,STORIES ABOVE GRADE.AND PL PLASTER.PLATE 11. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL.IF THE v STATION #48 DTL DETAIL FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE TESTED RATE EXCEEDS THAT DEFINED HERE.A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE p'-B 2'-8' ARLINGTON. WA 98223 DIA DIAMETER P LAM PLASTIC LAMINATE OF OCCUPANCY.NO EXCEPTIONS. CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE.AN ADDITIONAL LINE OF PLYWD PLYWOOD 36'MIN. 30'X 48'CLEAR N REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO BASE BASE DIM DIMENSION 5•-2' FLOOR SPACE PT POST-TENSIONED CONCRETE 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING.MECH.ELEC..FIRE SPRINKLER. THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE DO DITTO PRESSURE-TREATED WOOD FIRE ALARM SYSTEMS d SIGNAGE. LEAKAGE AIR RATE WILL BE WAIVED. &MIN. PLAN ELEVATION ELEVATION DR DOOR 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED.PRIMED AND PAINTED. DN DOWN QT QUARRY TILE C409.2.4.9 OUTDOOR AIR INTAKES AND EXHAUSTS SHUT OFF DAMPERS. D.S. DOWNSPOUT 14. ALL WOOD IN CONTACT W/CONCRETE SHALL BE PRESSURE TREATED. SHUTOFF DAMPERS.OUTDOOR AIR SUPPLY•EXHAUST OPENINGS AND RELIEF OUTLETS AND STAIRWAY CONTACT: DWG DRAWING RL RAIN LEADER PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH AND SHAFT VENTS SHALL BE PROVIDED WITH CLASS I MOTORIZED DAMPERS. REF REFRIGERATOR. FORM THE STRUCTURAL SUPPORT OF BALCONIES.DECKS.OR PORCHES RETURN AIR OPENINGS USED FOR AIRS[DE ECONOMIZER OPERATION SHALL BE EQUIPPED WITH CLASS[ PAUL ELLIS DF DRINKING FOUNTAIN MOTORIZED DAMPERS. REFERENCE ETC.WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. CLASS[DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM/FT2(20.3 L/S X M21 AT 1.0 CAPITAL PROJECTS MANAGER REINF REINFORCING BAR GENERIC NOTES FOR W.C. COMPARTMENTS EA EACH 15. SLOPE ALL DECKS.PATIOS.AND WALKWAYS AWAY FROM BUILDING INCH WATER GAUGE IW.G.11240 PA)WHEN TESTED]N ACCORDANCE WITH AMCA 500D AND SHALL BE 360-403-4603 ELEC ELECTRICAL REV REVISION MINIMUM OF 1/87FT FOR POSITIVE DRAINAGE. LABELED BY AN APPROVED AGENCY FOR SUCH PURPOSE. PER ANSI A117.1 CHAPTER 6 ELEV.EL ELEVATION R RISER.RADIUS 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED CAULK SEAL BOTH SIDES OF WD WALL BASE PLATE TO CONCRETE SLAB TYP. RM.RMS ROOM.ROOMS 1. MIN.SIZE OF STALL 60'WIDE PERP.TO SIDEWALL EQ EQUAL RO ROUGH OPENING TO PREVENT CRACKING.SAW CUT ALL SLABS AS REQ'D. CAULK SEAL BOTH SIDES OF ALL WOO OR OTHER WAL PENETRATIONS. 56'DEEP FOR WALL HUNG W.C.d 59'DEEP FOR FLR.MTD. IEI EXIST EXISTING 17. PROVIDE FIREBLOCKING,DRAFTSTOPS.AND FIRESTOPS IN ATTICS,FLOORS, 2.PROVIDE TOE CLEARANCES w FRONT PORTION AND MIN.(1) EXT EXTERIOR AND WALL CAVITIES AS REQUIRED PER THE UBC. PROVIDE PUTTY PACKS AT ALL EXTERIOR FACING ELECTRICAL JUNCTIONS. SIDE 0'A.F.F.HIGH EXTENDING MIN.6'BEYOND PARTITION. SCHED SCHEDULE 18. ROOF DRAINS,AND OVERFLOW DRAINS SHALL COMPLY W/THE IPC d IBC. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND MAX.25'UNDER AN ELEMENT. SEC SECTION AND WALL CAVITIES REQUIRED PER THE IBC. PROVIDE PUTTY PACKS AT ALL CLG ELECTRICAL PENETRATIONS. TOE CLEARANCE SHALL EXTEND 17'MIN.BENEATH ELEMENT WHEN T.C.I5 REQ'D. AS PART OF A CLEAR FLOOR SPACE. FO FACE OF,FINISH OPENING 5HT SHEET FRP FIBERGLASS REINF POLYESTERSV SHEET VINYL 19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. CEILING GWB SHALL RUN TO WD TOP PLATES AND CAULK/SEAL PRIOR TO ANY WALL GWB INSTALL. TOE CLEARANCE SHALL R AMR.OF 90'WIDE. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 9.IN MULTIPLE STALL RESTROOMS OF' SIX C MORE PROVIDE MIN.1L AMBULATORY FIN FINISH SC SOLID CORE STALL W/MIN.MIN.98'WIDE BY 60'DEEP COMPARTMENT. INSTALL SIDE-WALL GRAB FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILS OF BARS EA.SIDE OF COMPARTMENT. PANEL SF SQUARE FEET CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. �y�/ 4.STALL DOOR TO BE HINGED MAX.4'FROM THE ADJACENT WALL OR PARTITION FD FIRE DAMPER S d V STAIN d VARNISH 20. CONTRACTOR METHODS.TECHNIQUES,SEQUENCES LL BE LORFOR ALL PROCEDURESETY REQUIREDUTIONS AND TOPERFORM THE MEANS.THE WORK. ENERGY CODE V E FARTHEST FROM THE W.C. SV SHEET VINYL 5.STALL DOOR SHALL BE SELF-CLOSING. DOOR PULL SHALL BE PLACED ON FE FIRE EXTINGUISHER EA.SIDE STALL DOOR. MNT.PULL MIN. MAX.48'A.F.F. PULL SHALL NOT STRWY STAIRWAY 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL BUILDING ENVELOPE 18-261 FF FACTORY FINISH REQUIRE TIGHT HT GRASPING.PINCHING.OR TWISTING ING OF THE WRIST TO OPERATE. FF FINISH FLOOR STL STEEL CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S 1.SLAB INSULATION.IF ANY SHALL CONFORM TO THE SPECIFICATIONS e.PROVIDE MIN.42'CLEAR IN FRONT OF STALL DOOR. D CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: AND.IF EXPOSED.SHALL BE PROTECTED AGAINST DAMAGE FROM ALL FRT FIRE RETARDANT TREATED STOP STORAGE 7.PROVIDE COAT HOOKS WITHIN TOILET COMPARTMENT MAX.48'A.F.F. EEEEE FLASH FLASHING STRUCT STRUCTURAL 111 SET OF SHOP DRAWINGS.PRODUCT LITERATURE.EQUIPMENT WARRANTEE MANUALS. SOURCES.SUSP SUSPENDED 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING.UNLESS NOTED OTHERWISE AS REQUIRED 2.ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS FLR FLOOR FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS.FINISHES.AND FIXTURES. THE PRESCRIBED IN THE PLANS.INSULATION SHALL BE INSTALLED REVISIONS: THRESH THRESHOLD ACCORDING TO THE MANUFACTURERS'RECOMMENDATIONS. F.A. FLUID-APPLIED CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THEGENERIC NOTES FND FOUNDATION T.O. TOP OF INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE.MENU BOARDS ETC. 3.DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE Q Q TOILET 5/29/20 PERMIT SUBMITTAL FDIC FURNISHED BY OWNER. T TREAD.THICKNESS PRESCRIBED IN THE PLAN.U-VALUES SHALL MEET OR BE LESS THAN PER ANSI A117.1 CHAPTER 6 23. WHERE EXISTING WORK IS DAMAGED,CUT.OR DEFACED DUE TO PERFORMANCE THOSE SHOWN ON THE PLAN. INSTALLED BY CONTRACTOR TEMPERED OF NEW WORK,THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING 4.AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS 1.UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. 07/08/20 BID SET FOIO FURNISHED BY OWNER. TS TUBE STEEL SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL AND GAPS IN FRAMING.SEALANTS SHALL BE OF THE NON-HARDENING 2.OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. INSTALLED BY OWNER TYP TYPICAL BREAK LINES SUCH AS CORNERS.CEILING LINES.TOP OF BASE OR SIMILAR. TYPE. 3.DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM.AND MAY BE 5.WALL.CEILING AND SLAB INSULATION SHALL BE AS CALLED USED IN CONJUNCTION WITH OTHERS AS SHOWN. FCIC FURNISHED BY CONTRACTOR. 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT 4.EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED, UNPIN UNFINISHED OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS INSTALLED BY CONTRACTOR AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS. UNO UNLESS NOTED OTHERWISE REGARDING DENSITIES AND ES.AN APPROPRIATE MOISTURE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF BARRIER SHALL BE INSTALLEDED ON ON THE WARM SIDE OF THE EXPOSED 5.GRAB BARS SHALL BE 11/4'TO 11/2'OUTSIDE DIA.AND SHALL BE GA GAUGE UR URINAL THE ARCHITECT. WALLS.IT SHALL BE CONTINUOUS AND SEALED. ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. GALV GALVANIZED VCT VINYL COMPOSITION TILE 6.FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED 6.PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES GAP GENERATOR ALARM PANEL VERT VERTICAL PLANS.FRONT5,-0. FORONLYSPE IFICTO ACTUAL.PLANS.INTERIOR FIXTURESA D ACCESSORIESEFORATHISSPROJECT�CATIONS,ECT. GL GLASS VIN VINYL LonoixG O FSSET 24'R X LOAD G fr 7.ALL HANDICAPPED TOILET ROOMS FIXTURES AND ACCESSORIES SHALL GWB GYPSUM WALLBOARD VR VAPOR RETARDER DOOR OPENING^ 2•-6 2�-6 COMPLY W/CHAPTER 11 OF THE IBC.ANSI A717ADA AND WAC 51-50. VTO VENT TO OUTSIDE f IIL ti 5'-0' 8.ADDITIONAL FIXTURES SHALL BE MOUNTED AS FOLLOWS: HC HANDICAP WC WATER CLOSET � 0 T.P.DISP. .1-1 MAX.IN FRONT OF W.C. AND BTWN.15'AP d 48'A.F.F. HOWE HARDWARE 2-8 2-6 ALLOW MIN.1F. BETWEEN G.B.AND DISP. MNT.SOAP DISPENSER VIP WATERPROOFING SHOWER HEAD 0 � MAX.40'A.F.F. BTM.EDGE OF MIRROR MAX.40'A.F.F. HP HEAT PUMP WS WHEEL STOP 1'-fl' 3'-1' ADJUSTABLE WAND 0.PROVIDE ADA SIGNAGE PER IBC 2015 AND ICC A117.1-2000 HT HEIGHT W WIDTH 10.SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT, HM HOLLOW METAL WDO WINDOW CENTERED �� CONTROLLER m 11.PROVIDE OPEN ENDED TOILET SEATS PER IPC 400.2.3. SHEET TITLE: HOR HORIZONTAL THE APPLIANCE CLEAR FILM 12.T.O.W.C.SEAT MINIT/MAX.10'A.F.F.SEAT SHALL NOT RETURN AUTOMATICALLY. w/ WITH SPACE p p CONTROL AREA ADA GRAB-,715. FLUSH CONTROLS HAND OPERATED OR AUTOMATIC. HB HOSE BIB WD WOOD r BAR 14. MAX.DEPTH OF LAV.BOWL TO BE 6-1/2'DEEP. HAND OPERATED FAUCETS. BARRIER FREE DETAILS HW HOT WATER WI WROUGHT IRON x SELF-CLOSING SHALL REMAIN ON FOR MIN.10 SECONDS. b"A, �n 2'-3' 15.FRONT OF LAV.TO BE MAX.54'A.F.F.MEASURED TO RIM OF SINK. HWT HOT WATER TANK WRGB WATER RESISTANT E FOLDABLE ADA I; ENERGY CODE NOTES HMD HOLLOW METAL DOOR GYPSUM BOARD - BAR GRAB BENCH HMF HOLLOW METAL FRAME ZINC. ZINCALUME FOLDABLE ADA BENCH GENERIC URINAL NOTES: DRINKING FOUNTAINS ID INSIDE DIMENSION LD,TOP LOADING T'11' PER ANSI A117.1 CHAPTER 6 PER ANSI A117.1 CHAPTER 6 INSUL INSULATION ROLL- IN SHOWER PLAN BENCH CONTROL WALL REAR WALL 1.A CLEAR SPACE OF 30 INCES WIDE INT INTERIOR 1.A CLEAR SPACE OF 90 INCES WIDE SCALE 1/4'=1'-0' SCALE 1/4'=1'-0' SCALE 1/4'=1'-0' SCALE 1/4'=1'-0' BY 48'IN DEPTH TO ALLOW FOR BY 48'IN DEPTH TO ALLOW FOR FORWARD APPROACH TO BE PROVIDED. FORWARD APPROACH TO BE PROVIDED. 2.URINAL SHIELDS NOT TO EXTEND 2.PROVIDE KNEE AND TOE CLEARANCES FARTHER THAN THE FRONT EDGE MIN.2T A.F.F.W/TOE CLR.OF MIN.O' ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS OF THE URINAL RIM FOR A DEPTH OF 25' ACCESSORY MOUNTING SCHEDULE .3 URINAL SHALL BE WALL HUNG W/AN 9.FOR A PARALLEL APPROACH UNIT REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO ELONGATED RIM AT A MAX.1T A.F.F. SPOUT OUTLET TO BE MAX.36'A.F.F. TOILET PAPER TOWEL uvnTnRY,FAUCET TO-PAPER SANRARYNAPION 38'GRAB BAR 4T GRAB BAR av:4B^MIRROR OPINIONS VERTICAL GRAB URINAL VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LOCATE SPOUT MAX.3.1/2'FROM FRONT DISPENSER ISDAP DISPENSER DISPENSER DISPOSAL FOUNTAINS BAR LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. 4.FLUSH CONTROLS SHALL BE MTD.MAX. EDGE OF UNIT. �, 44'A.F.F.HAND OPERATED OR AUTOMATIC. S.FOR A FORWARD APPROACH UNIT Pic WQrAu ae^MIN s4^MD4. �� CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE 5.FLUSH VALVES SHALL HAVE A SPOUT OUTLET TO BE MAX.36'A.F.F. PROJECT ARCHITECT: DssmVALmEEo 4r MIN. i�� � pO Iah n,m FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE LEVER WHICH WILL PERMIT LOCATE SPOUT MAX.5'FROM FRONT ' D, m SEAL. OPERATION BY WRIST OR ARM AND MAX.15'FROM THE VERT.SUPPORT Pic zoom o� 4.OPERABLE PARTS TO BE BETWEEN PRESSURE. DRAWN BY. P ° i ku em INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS 15'MIN.AND 48'MAX.A.F.F. gH m WITH FIRE RATED CAULK FOR HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL .9 Y PRIOR TO ANY WALL GWB INSTALLATION. Pic CHECKED BY: PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR GENERIC NOTES F 0 R SHOWER STALLS 20ma. Id Ib1 LEAKAGE SEAL. APRIL 9, 2020 PER ANSI A117.1 CHAPTER 6 DATE ABLE 8098 MAXIMUM REACH DEPTH AND HIEGHT PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR 1. MIN.SIZE OF STALL 98'X 38'W/96'WIDE BY 48'DEEP CLEAR FLOOR IN FRONT OF STALL. E„ E- oA.REACH s INCH 2 HCHEs 15 INCHES s INCHES O INCHES tl INCHES PROPER AIR LEAKAGE SEAL. 2.PROVIDE GRAB BARS ACROSS THE CONTROLL WALL AND ON THE BACK WALLTO A POINT 18' S�:ARCH�18�DRAWINGS�18-261 FROM THE CONTROL WALL. n �g MAX REACH 48 INCHES 48 INCHES 42 INCHES 40 INCHES 96 INCHES 94 INCHE5 COMPUTER FILE NAME Am - He1G'E TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS,MECHANICAL 3.PROVIDE SWING UP SEAT WHICH FASTENS TO WALL. SEAT TO SUPPORT MIN.250f LIVE LOAD. AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE MNT.SEAT MIN.17'MAX. A.F.F. WITH ALL SUB TRADES. 4.MNT.CONTROLS ON THE SIDE WALL OP THE SEAT 38'MIN.AND 48'MAX.THE SHOWER FLOOR. lal Inl io m,„ a. >io-z4 ma. 5. B MAX.THRESHOLD FOR SHOWER LIP TO BE V.RECESS STALL INTO CONC.SLAB PER MANF'S. IRICBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH D OBSTRUCTED SIDE HIGH REACH SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE 6.PROVIDE SHOWER SPRAY UNIT HOSE MIN.50'LONG. CONTROLS FOR HEAD TO BE WITHIN 15' A � 0 . 1 REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND LEFT OR RIGHT OF THE CENTERLINE LINE OF THE SEAT. 7.GRAB BARS TO BE 1-Ji'DIA.W/MIN.1-Xi CLEAR BETWEEN G.B.AND WALL. EXHAUST MEET ALL APPLICABLE CODES. S.INSTALL LIMIT DEVICE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEGREES F. COPYRIGHT 2020 CARLETTI ARCHITECTS.PS I \ \\ I I I \ \ I CARUETTI ARCHITECTS P.S. ardhdcamtura @r planndoog 116 EAST FIR STREET SUITE A \\ „ MOUNT VERNON, WA. 98273 Phone: 13601 424-0394 Fax: (360) 424-5726 RAISED AREA OF CMU I E STRCED WALL FOR SIGNAGE It` u�`":::, ♦ `\•: \ PETER TCI $TALE WA6HINGTGN , / ♦ k \ �� ♦�� \ NEW 92'HIGH CMU WALL er GROUND FACE COLORED CMU W/ I U �,\ PRE CAST CONC. CAP SEAL ANEW FIRE STATION FOR: 3°i ALL SEE DETAIL 11/A-1.0 FOR RAISED CITY OF ARLINGTON TION AT ENTRY SIGNAGE AREA I STATION #48 9V i ARLINGTON, WA 98223 NEW 32'HIGH CMU WALL GROUND FACE COLORED CM _ Ulw� �`�♦ 9 ,�`, �. QG,(. PRE CAST CONC.CAP SEAL I SEE DETAIL 11/A-1.0 CONTACT: y `♦� n ♦♦� ��e PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 414. ` / 1 ` ------ '/� � e `�CONCRETE , -+ APRON FLAGPOLE �I / ,2 ss < ° GRAVEL ssi A 18-261 e s ACCESS \ REVISIONS: CMU WALL ENCLOSURE t: AT DUMPSTER SEE DETAIL � � ,� � \� 4,. \\ 5/29/20 PERMIT SUBMITTAL 12/A-1.0 AND FLOOR PLAN SHEET A-2.1 FOR TYP. NOTES ' I /\\ �: \ \ \\ 7/8/20 BID SET r � A f A �; I ♦k° \ w \ C\ \ AI -----✓ , , CMU WALL ENCLOSURE ,,♦♦,♦♦♦♦ a1 II III \\ \ n \ -AT GENERATOR-SEE_DETAIL i� 12/A-1.0 AND FLOOR PLAN SHEET A-2.1 FOR TYP. NOTES :Ig A Lj r iQ \ SHEET TITLE: � yt I rV , o ' 1 ? I SITE PLAN I ; I I : I I %T2.. 011 011 ______ _ 2134.36' �. I — — - Pic r , 2626.53' T, , PROJECT ARCHITECT: MONIT)R :. 58]°48'Y4"E 492.17' T T—®-T ''•� Pic DRAWN BY -----Pic CHECKED CHECKED BY: FEBRUARY 28, 2020 I DATE S\:ARCH\18\DRAWINGS\18-261FLRBASI FIRST FLOOR PLAN COMPUTER FILE NAME A � 1 . 0 + J COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. PRECAST CMU CAP CMU ENCLOSURE BEHIND 18'-5f 2'-10I' 10'-$>f' T-10T CARLETTI ARCHITECTS P.S. arditeI&Plannnmlg ALL FENCE POSTS 4'PRECAST 12'S.S.OFFSET AND CHA[NLINKS TO CMU CAP LETTERING 116 EAST FIR STREET BE RUBBER COATEDrF SUITE A MOUNT VERNON. WA 98273 w o Phone: (360� 424-0394 z SELF SUPORTIVE CHAIN Fax: I360 424-5726 SOLID GROUT w GROUND FACE CMU m LINK GATE WITH LOCKABLE ENCLOSURE w CLASP AND VINYL SLATS l V N 8429 a =' 10'S.S.OFFSET E STERC D 0 0 ITET LETTERING TURNED DOWN SOG W/ PETER '�'I #4'S 0 18'0 C. EA WAY STA1E WASHNGTON CONCRETE SLAB. SEE CIVIL DWGS A NEW FIRE STATION FOR: CITY OF ARLINGTON SEE STRUCTURAL_-'~ / '.� STATION #48 DWGS.FOR FooTING r ARLINGTON, WA 98223 DETAILS d WALL ii REINFORCING io ii° SOLID GROUT GROUND FACE CMU WALL CMU WALL 1'-4'0 6'HIGH WALL 24'WIDE 0$'HIGH WALL AOL �DUMPSTER/ GENERATOR ENCLOSURE C11 TE SIGN CONTACT: 4'=1'-0' SCALE: 4'=1'-0' PAUL ELLIS SCALE: CAPITAL PROJECTS MANAGER 360-403-4603 PROVIDE FLAG POLE LIGHT AT EA. POLE PAVING TOOL EDGE 4'CONCRETE I IIII—III IIIIIII I' #4 BAR III= FILL HOLE W/ III I I III III= III=III- 18-261 8' GROUT 4'O NCRETE SIDEWALK II_I-III PRECAST CONC. 1' ,; - 6 1 WHEEL STOP A1.1 6'-O'TYP. III ° REVISIONS: SLOPE TO DRAIN ISEE PLANT - I SLOPE To DRAIN 5/29/20 PERMIT SUBMITTAL D �II�II 7 ��=_ ,III I _ 3'CLEAR 7/8/20 BID SET ill IIII II II III- 1I I I III- FLAGPOLE F.0 LC. II-III III III=III=III -III III - III III- � i9 IIIIII IIII III-III-III- III III I II II III III II ? a " 1 1=11' III=III II- III-III-III- FLAGPOLE SLEEVE III: ;o I61#5 VERY ° III III III III III STL,DOWEL MIN, III= II III-III II III-III III II 12'INTO GROUND I I III IIII '° 9'-0'e CONCRETE III-III III=III III COMPACT FILL CUT GRADE OR SHAFT IIII III-III III -III III III=_ 8' COMPACT PILL #4 0 12'O.C. 111 it l PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. I 7° FLAGPOLE BASE OR AT STRESS POINTS SCORE JOINTS 0 5'-0' PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. O.C.W/LIGHT BROOM FINISH CROSS WAYS OR AT STRESS POINTS SCORE JOINTS 0 5'-O' TO WALK. O.C.W/LIGHT BROOM FINISH CROSS WAYS TO WALK. lk 10 CONIC WHEEL STOP ASIDE WALK CURS ATYPICAL SIDEWALK FLAG POLE SASE p -7 SHEET TITLE: �101 LOCATIONS SCALE: 1'=1.-0' SCALE: 1'=1'-0' SCALE: 1'=1'-O' 6 SCALE: �'=1'-0' SITE DETAILS (2)#4 BARS NOTE: ALL SIGNS DEPICTING RESERVE FASTEN W/12)5/8'DIA. THE INTERNATIONAL SYMBOL PARKING GALV.BOLTS OF ACCESSIBILITY TO BE BROOM FIN. $. WHITE W/ BLUE BACKGROUND m VAN ACCESSIBLE TY AV NG SIDE SLOPE PARKING STALL ONLY TYP.PAVING PLANTING SECTP.PION I T $• PLANTING 2'SQUARE STL.TUBE SECTION 1'� (SEE CIVIL.) xAn..eew.m W/1/4'END CAP WELDED (SEE SPEC.I TO TOP:GALV.AFTER FLUSH EDGE _ o FABRICATION:PAINT VAN CHARCOAL GREY w III=III= - III-III= ACCESSIBLE o, -III=III= =III SLOPE CONIC.AWAY FROM oo III-III= III= STL.PIPE o u o 1 =III 4 -I -III= III— -III=IIII TOP OF PAVING OR PJC 0 oo000o000o00000000 -III=III=III III=III=III= PROJECT ARCHITECT: °Oo°o°oo°°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o - =III=_ FIN.GRADE o = —II PJC 0 000o000o000o000oo°Oo°o°oo°oo°oo°o°oo°o°o°o°o°o Il,i,lllii N O OOOOO-OOoOO-Ooo00000 DRAWN BY: 0000000000000000000 °Oo°o°O°o°o°o°o°o°o°o°o°o°o°o°o°O°o ° TYP GRAVEL as _ Li BASE COLD JOINT(NO BOND) Pic TRUNCATED (SEE CIVIL. m ) CHECKED BY. SURFACE PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. INTERNATIONAL SYMBOL OF BARRIER-FREE NON-SLIP OR AT STRESS POINTS.SACK FACE IF REQUIRED ACCESS TRAFFIC WHITE PAINT ON ASPHALT a MAY 18. 2020 TO REMOVE PITING OR ROUGHNESS 0 PARKING STALLS. aQ 12 DIA.CONIC.BASE DATE 5\:ARCH\18-261 DETAILS COMPUTER FILE NAME ASIDE WALK CURS CAST IN PLACE CURS EXTRUDED CURB 2 B'F' STALL ACCESSIBLE PARKING A � 1 . 1 SCALE: 1'=1'-O' SCALE: 1'=1'-0' I (2) LOCATIONS SCALE: 1'=1'-O' COPYRIGHT 2019 CARLETTI ARCHITECTS.PS. - - - - - - - - - - - - ELEC./IT STORAGE 200 201 —89_-5'TRAVEL DIST HAL� — —FE /+� 202 XIT . CARLETTI ARCHITECTS P.S. E XI ardhkwwre&planning 116 EAST FIR STREET SUITE A I EXIT PLAN NOTES: MOUNT VERNON. WA. 98273 110 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL a 100'-0'(OKI Phone: 14I0I 424-0394 I 2. OVERALL EXIT TRAVEL DISTANCE�300'-0'FOR(5)(OKI�250'-0'FOR(SA R-21(OKI Fax I360I 424-5726 I 3.EXITS ARE GREATER THAN 1/3 THE DIAGONAL DISTANCE APART OF THE AREA APPARATUS SERVED.WHERE THERE IS REQUIRED TO BE MORE THAN ONE EXIT IOKI BAYS BELOW 71�E STORAGE 4. EGRESS WIDTH PER OCCUPANT SERVED 143 OCCUPANTS IPER COVER SHEET((.151 INCHES PER OCCUPANT IPER TABLE 1005.1 WITH IB/S-1,R-2)OCCUPANCIES WITH SPRINKLER SYSTEM)143 X(.151•21.45 INCHES. WE PROVIDE 6 X 134'1•204 INCHES WHICH IS>21.45'(OK) 5. MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD(SECTION 1010.1)OCCUPANT LOAD a I IS 2 AND FOR OCCUPANT LOADS BETWEEN 11 AND 5001 2 EXITS ARE REQUIRED. N I (51 EXITS ARE PROVIDED(OKI _ 6. INSTALL EXIT LIGHTS 6 FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED> BY THE FIRE MARSHALL q NEW FIRE STATION FOR:I F CITY OF ARLINGTON ®� STATION #48 " I ARLINGTON, WA 98223 � I — — — — — — CONTACT: TFPAUL ELLIS CAPITAL PROJECTS MANAGER L— — — — — — — — — — T 360-403-4603 SECOND FLOOR EXIT PLAN , SCALE: 1/8'•1'-0' III 18-261 II m � — — — � - - - - - - - J — t - I REVISIONS: ® 5/29/20 PERMIT SUBMITTAL � lc� 7 8 20 IDS T o / / B EO _FE 50'TRA EL [STANCE FE 50_TRAVEL DISTANCE—Fr ° 1 ° I o ®-----JL—1 �_- EXIT �I u a SHEET TITLE: o� a1 B'TRAVEL D NCE� �I — — — — — — FE 50'TRAVEL DISTANCE Y5 FIRST FLOOR EXIT PLAN SECOND FLOOR EXIT PLAN 0 0 I I I I I 0 0 I IFE F. o � II �7 , � I E IIT — WE I D 0 Q Q o - - --z • — — — Pic PROJECT ARCHITECT Pic DRAWN BY: Pic —I — — — • • — • • • — — — _ — — — — CHECKED B Y L II II T)) ) ) FEBRUARY 28, 2020 D D Y D I DATE D ) I S\:ARCH\ DRAWINGS\18-261FLRBASI COMPUTER FILE NAME L j j IT I I I I LI — — — — — — — ---- -I— I— J I I A � 2 . 0 I R S T FLOOR EXIT PLAN u COPYRIGHT 2020 CARLETTI ARCHITECTS.PS. SCALE: 1/8'=1'-0' , J 1.9 2.9 6 7.1 9 FLOOR PLAN NOTES. 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER ANSI 117.1ABC CHAPTER 11 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING T T T 3. SEE SHEET A-0.0 FOR MINIMUM HOOP ACCESSIBLE RESTROOM DIMENSIONS AND 154'-T CLEARANCES. 4. CONFIRM ALL FINISHES W/OWNER AND CONTRACTOR PRIOR TO ORDERING. 68'-8' S. COORDINATE ALL CARD SWIPES AND SECURITY CONNECTION WITH OWNER 6. VENT HOT WATER TANK OUTSIDE THROUGH ROOF AS REQ'D PROVIDE RELIEF VALVE PAN 16'-8' 52'-0' 32'-0' s9'-5' CARUETTI ARCHITECTS P.S. AND SEISMIC STRAPPING AS REO'D. archka=m&planning 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/OWNER PRIOR TO CONSTRUCTION. 8. SOUND INSULATE ALL WALLS TYP.THROUGH-OUT. 116 EAST FIR STREET 9. ALL EXTERIOR WINDOWS TO RECEIVE WD SILL/APRON W/GWB HEAD/JAMB.U.N.O. SUITE A 10.ALL RESTROOMS TO HAVE GREEN BOARD TYP. a NOTE: MOUNT VERNON. WA. 98273 11. ALL WALLS TO BE FRAMED TO B.O.ROOF DECK U.N.O.ON PLAN. q - ALL GROUND FACE CMU WALL 12.PROVIDE CAULKING.SEALANT.OR GASKET AT ALL WALLBOARD PENETRATIONS. d d o Phone: 13601 424-0394 13.PROVIDE POWER AND WATER LINES IN ROOMS 118 d 147 FOR GARBAGE DISPOSAL.INSTA-HOT. o A WILL HAVE A FINISHED EDGE - I 1 REFRIGERATOR AND ICE MAKER. A B C 5'HSS STEEL D al E AT ALL DOOR OPENINGS BOTH Fax: 360 424-5726 4.0 A4.1 COLUMN POWDER A4.7 -4. SIDES TYPICAL POST SIGNS AT DOORS COAT _ _ _ 10-ELECTRICAL ROOM r, 11-RISER ROOM DIESEL TANK 6 CAPACITY - U E STERED TV 6'-4'HIGH MU SCREEN ALL a G ITECT COT EDO F .LO.TYP. F e GENERAT R 4 0 II PAT DAY ROOM E I _4 e? 120 a DESK W/GROMENTI CLOSETS BEDS.CHA RS " PaTIIi METER BA Ba.coRxeR auAwe P D.LO.TY F.O.LO.TY • NCLOSURE I I I BBQ To n•Arr.Trr. F.C.I.C.TYP.IA STALE WASHINGiON '0' - H/C- J G S__ - X e canxeRe 1, PLACES 17 PLACES 171 PLACES LEGEND11 10 - Et HB - - - - 9 CH-IRS H r - - - - 4s H B ENGINE/GENER TOR _ FO.LO;TYP. �O 6'1 FLOOR DRAIN.SLOPE FLOOR TO DRAIN 12 12 VLVC. 1 M RLEAN 12 11 HOSE ROOM/ F OWO SHOP 6 LSTORAGE DINING TABLE 7 SET F.O.1.C. LE P ANEW FIRE STATION FOR: f DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERY BACKUP aO / F ROOM EMS - ;, 2 5L EPER SLEEP R 124 SLE PER SLE PER CITY OF ARLINGTON EXIT 0 ECH o STORAGE AND 1 1 1 2 123 COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP OOMF.D. 1 0 106 12 126 I STATION #48 104 COMPRESS 118 CHAIRS 5 F.O.I.O.TYP. 5 5 5 5 5 5 ARLINGTON, WA 98223 n EXITA HARDWARE - - - 12 1 1 76 1 16 1 17 1 OM 10 18 1 19 2 se.CORNER WARDS 45 46 47 49 50 7--I' EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE C - - TO n'AMR rn. LULJ w H/C 1�'DIA.STL.HA RA e O � EXIT EXIT FE �.• H wAu 44 Recess SLAB TO ALLOW HALL SS.CORNER G RM a ] ` PLOW TYP POR SHOWER TANS TYP. iZ8 TO M'Arr.TYP HB ATTACH 36'A.F.F. SI \I - - 15 FE 7 e coRNERB 5 O 0 ❑FE 2A 10BC SEMI-RECESSED FIRE EXTINGUISHER w EXTEND TOP 12'BEYOND 57 C.2 3.000 SF OR 75 FEET MAX TRAVEL DISTANCE r....� a RISER AND 12'..AT BT1�, HB FREEZE PROOF HOSE BIB I �. . N� ,. � 14 21 17 t��42 41 07 40 977 5I 39 38 iH1 PAULCONTAE�I$ LGAS GAS LINE FOR BBQ FOR SAW UT LAL UT .I. ItRBU ER j7 -' 7 Fo''��7OIFFIICE(� CAPITAL PROJECTS MANAGER I20I BUNKSR� ITCHEN7 7 _ 7 5 5 0 360-403-4603 TRENCH DRAINS e N E, GEAR RACKS 1 I 11g I 37 DOOR NUMBER SEE SHEET A-2.7 FOR SCHEDULE 11 EACH BAY.SLOPE 6. S PE F OOR F.C.I.C. ' FLOOR AS REQ'D. TRENCH RAIN AS g I PANTRY 4X8 W TE O WINDOW NUMBER SEE SHEET A-2.7 FOR SCHEDULE TYPICAL R UIRE TYP) L 36 135 2 W 2 BOARD � H H I _.._ -4. MAX. '/ T. APPLIANCES 15 F.D.LAUNDRY 5 �NPERENCE •'•� -a. XXX ROOM FINISH TAG SEE SHEET A-2.8 FOR SCHEDULE I 14 22 'F I F. .I.C. ° 1 44 133 5 2x6 STUDS C Xo- WALL TAG SEE SHEET DETAIL A-6.0 FOR NOTES AND CALLOUTS Bo I U 43 136 HALL ---35 - 34 � o SLOPE LOPE SLOP SLOPE SLOPE SLOPE SLOPE SLOPE - SEE SHEET ID-2.0.ID-2.1.ID-2.2 FOR INTERIOR ELEVATIONS AND FLOOR ss.CORNER aUAROS HA L FE -n o FINISH PLAN - TO n'Arr.TYP 109 2 HALL 15 15 15 HALL 15 15 33 ;O ALL 1N CORNERS 2 3 I APP ATU BAYS 1 1 117 2g 1 1 141 1 1 FITNESS I P I0 550� 2x_WD STUD INTERIOR WALL ISEE WALL TYPES) "�' -e. I 00 1 10 EXI 142 14 -6. e O 27 29 30 O 31 O 32 5 L � 2x_WD STUD SHEAR WALLS OR BEARING WALLS.REFER TO I REPORTS f414fil f41lfil TAL BUILD SF FoDn CON LIBRARY ENTRY STRUCTURAL AND)SEE WALL TYPES/TYP.WALL SECTIONS) GAS MET R o IN B ILDIN -0.791 SF m H 115 I OFFS 5 - ® 18-261 LOCATION "' °' AI 1 I RR EAK 1.135 S 9 r 116 0 OFFICE FI E 2x_WD STUD SHEAR WALL W/4'CMU VENEER. (REFER TO EZZA INE-1-694 SF ezTRAcroR FEa X6 137 138 139 g --'gAI STRUCTURAL AND TYPICAL WALLS SECTIONS) EZZA INS-2-561 SF R.Wdaup.m. E° ro 8 A EXIT TAL 10.926 S.F. e•coNO PAD - 8'CMU WALL.(REFER TO STRUCTURAL,AND TYPICAL WALL SECTIONSI C /ENTRY-75 SF eewR4ra 4 m 1 26 rn a6r - REVISIONS: FE.. HB 6 C 52 x 15 o.Lo. 7 �R7 OFFICE D D - OEXHAUST FAN VENT TO THE OUTSIDE THROUGH ROOF.SEE MECHANICAL F mlTeR Port L`J 9iJ POL :0 1 V SUL �e. BREAK "fie 7 140 5/29/20 PERMIT SUBMITTAL DRAWINGS FOR NOTES AND CALL OUTS '1' 13 Bew•B4•a R.R. 113 m F.D. o D O D O iR ° 3 0 25 A 11 , 15 144 53 7 ® ,,I 5 /Y. F 7/8/20 BID SET EXIT SS.CORNER euARDs I -4 x 5 HB w)COVEI 6 •CORNERS 90ASEATS INING ROOM ' 1.-y. p•-u ENT R 10'-11 4!0 g9A I o® 0SFI BOAR FF OLUMN OWDE a FCLDi G da d - - - COAT a PROVIDE BLOCKING IN D da 4 da 4 D CEILING ABOVE WHITE BOARDS FOR PROJECTION �D 4. SCREEN AS REQUIRED B C TYPICAL d EX[ I SHEET TITLE: a ° LI - - /- - v` - 7 - � 1T-o' a 52'-0' 31'-2? 98'-9' 17'-1t 4 FIRST FLOOR PLAN 15 O d 4'-0• d 1 a d 2 a a 3 4 5 6 7 8 9'1 d a FIRST FLOOR PLAN SCALE: 1/8'•1'-O' 11 1 J Pic PROJECT ARCHITECT. Pic DRAWN BY Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASI COMPUTER FILE NAME A - 2 . 1 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. FLOOR PLAN NOTES: 1 1.9 2.9 4 6 7.1 8 9 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER ANSI 117.1/I5C CHAPTER 11 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING 9. SEE SHEET A.0.0 FOR MINIMUM HDCP ACCESSIBLE RESTROOM DIMENSIONS AND CLEARANCES. 4. CONFIRM ALL FINISHES W/OWNER AND CONTRACTOR PRIOR TO ORDERING. 5. COORDINATE ALL CARD SWIPES AND SECURITY CONNECTION WITH OWNER 6. VENT HOT WATER TANK OUTSIDE THROUGH ROOF AS REO'D PROVIDE RELIEF VALVE PAN AND SEISMIC STRAPPING AS REO'D. 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/OWNER PRIOR TO CONSTRUCTION. S. SOUND INSULATE ALL WALLS TYP.THROUGH OUT. CARUETTI ARCHITECTS P.S. 0. ALL EXTERIOR WINDOWS TO RECEIVE WD SILL/APRON W/GWB HEAD/JAMB,U.N.O. ardhtta=re&planning 10.ALL RESTROOMS TO HAVE GREEN BOARD TYP. 11. ALL WALLS TO BE FRAMED TO B.O.ROOF DECK U.N.O.ON PLAN. 116 EAST FIR STREET 12.PROVIDE CAULKING.SEALANT.OR GASKET AT ALL WALLBOARD PENETRATIONS. SUITE A 19.PROVIDE POWER AND WATER LINES IN ROOMS 118 8 147 FOR GARBAGE DISPOSAL.INSTA-HOT. REFRIGERATOR AND ICE MAKER. MOUNT VERNON. WA. 98273 Phone: (3601 424-0394 A Fax: 1360) 424-5726 B c C E 4.0 A A4.1 A4.1 4 7 a E STERED LEGEND 7e-n a. Perm STAiE WASNNGiON O 6'0 FLOOR DRAIN.SLOPE FLOOR TO DRAIN FD 18 19-4 40-11 le f DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERY BACKUP 7=4- �' — 7-4'- — — — — — —' 0 B — — ---- - ———— - ———— -- — — B COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP I RISER O O O O O HARDWARE PHONE DATA I A NEW FIRE STATION FOR: EXIT o n 1 BD RACK b CITY OF ARLINGTON EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE a I 42'HIGH REMOVABLE ' Q STATION #48 LJUJ GUARDRAIL 1 FIRST FLOOR ARLINGTON. WA 98223 �FE 2A 1OBC SEMI-RECESSED FIRE EXTINGUISHER 11 AT DOORS XIT 6 WALLS BELOW 3.000 Sr OR 75 FEET MAX TRAVEL DISTANCE ( c - - - - - - EF� FF �HB FREEZE PROOF HOSE BIB 61 ' 1 62 1 4 1" 'O GAS GAS LINE FOR BBO 6D3 EXIT L1 CONTACT: POST SIGN MAX. 0 DOOR NUMBER SEE SHEET A-2.7 FOR SCHEDULE I LOADING 125 P.S.F 1 XIT it PAUL ELLIS CAPITAL PROJECTS MANAGER O WINDOW NUMBER SEE SHEET A-2.7 FOR SCHEDULE I 360-403-4603 X-Xxl ROOM FINISH TAG SEE SHEET A-2.8 FOR SCHEDULE 11 Is WALL TAG SEE SHEET DETAIL A-6.0 FOR NOTES AND CALLOUTS I q 1 H H SEE SHEET ID-2.0,ID-2.1,ID-2.2 FOR INTERIOR ELEVATIONS AND FLOOR It4y BD FINISH PLAN h 0 1 aaannmom 2x_WD STUD INTERIOR WALL(SEE WALL TYPES) m o — 2x_WD STUD SHEAR WALLS OR BEARING WALLS.REFER TO 71.1T STRUCTURAL AND(SEE WALL TYPES/TYP.WALL SECTIONS) I 42'HIGH I FIRBT FLOOR ® 2x_WD STUD SHEAR WALL W/4'CMU VENEER. (REFER TO REMOVABLE WALLS BELOW STRUCTURAL AND TYPICAL WALLS SECTIONS) POST SIGN MAX. GUARDRAIL LOADING 125 P.S.F AT DOORS 18-261 GALV.1-1/2'DIA ® 8'CMU WALL)REFER TO STRUCTURAL.AND TYPICAL WALL SECTION51 I 6 _ PIPE STEEL O EXHAUST FAN VENT TO THE OUTSIDE THROUGH ROOF.SEE MECHANICAL I WITH SLEEVES DRAWINGS FOR NOTES AND CALL OUTS o 11 �e. REVISIONS: 5/28/20 PERMIT SUBMITTAL o'g O I F 7/8/20 BID SET a r A I O O 4JI FIRST FLOOR WALLS BELOW ST-W F 4 E B C 42 — J — SHEET TITLE: FIRST FLOOR PLAN I 1 2 3 4 5 6 7 8 9 SECOND FLOOR PLAN , SCALE: 1/8'=1'-O' Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FEBRUARY 28. 2020 DATE 5\:ARCH\18\DRAWINGS\18-261FLRBASI COMPUTER FILE NAME - 2 . 2 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. 1 1.9 2.9 O 6 7.1 8 9 LEGEND ® 2X4 LIGHT FIXTURE CARLETTI ARCHITECTS P.S.SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES ndiom"&Plnrilg 1X4 LIGHT FIXTURE 116 EAST FIR STREET ® SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES SUITE A 0 RECESSED INTERIOR CAN LIGHT MOUNT VERNON, WA. 98273 SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES Phone: (360) 424-0394 EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE Fax: (360) 424-5726 W/BATTERY BACKUP EXIT WITH COMBINATION BATT BATTERY BIT SIGN/I!MERGENCY ACKUP HARDWARE LIGHTING A g C D E 4.0 A4.0 A4.1 -A4.1 _4 8429 E STEREO EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE NOTES: 1.HOMERUN ALL DATA/PHONE TO SERVER ROOM I I F zR w,�sxiRc ax 2.PHONE/SERVER RACK LOCATION PER ELECTRICAL I III ® I -4. 3.COOLING IN SERVER ROOM W/SPLIT SYSTEM AS REQ'D.BY THE MECHANICAL ENGINEER. II 4.VERIFY ALL LOCATIONS 0 POWER/DATA W/OWNER PRIOR TO DRYWALL GOING UP. r — — — — — — — — — — — — — — — — — — — — - - 5.VERIFY SECURITY SYSTEM W/OWNER. _ _ _ I A NEW FIRE STATION FOR. 6. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. CITY OF ARLINGTON T ALL GWB/ACP CEILING HEIGHTS ARE PER SCHEDULES TYP. G I 8. ALL SOFFIT HEIGHTS TO BE AS NOTED ON REFLECTED CEILING PLAN N. WA 98223 I ARLINGTO 0 0 0 0 0 0 I .: ® G XIT I CONTACT: e. AL pp — C 2 PAUL ELLIS CAPITAL PROJECTS MANAGER • G 0i ® ® I 360-403 4603 SQL = 0® 0 H W ,3„.�..�....... — — � XI 4 .. IT ;.: 0 F. Qwa FIND AL ® 18-261 I REVISIONS: I XI I E 5/29/20 PERMIT SUBMITTAL I IT ® Gwe �.` . ® 7/8/20 BID SET F - - ... •.. ® XI 4. III III � G ® ®® c llll LLuII O 1x4 CLEAR T6G E -4 CEDAR W/CLEAR SEALER 0 FRONT A42 I ® I SHEET TITLE: g C _4 _4 ENTRY ONLY ALL OTHER SOFFITS TO ,exI 1ST FLR. REFLECTED CLG. PLAN BE METALALSOFFIT PANELS H i u 1 2 O3 04 5 6 7 8 9 FIRST FLOOR REFLECTED CEILING PLAN , SCALE: 1/8'•1'-0' Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FE13RUARY 28, 2020 DATE S\:ARCH\18\DRAWINGS\18-261 FLOOR 5 COMPUTER FILE NAME A � 24 COPYRIGHT 2020 CAR-TTI ARCHIT2CT5.P.S. LEGEND2X4 LIGHT FIXTURE T T ® SEE ELE CT DRAWINGS FOR LIGHT FIXTURE TYPES IX4 LIGHT FIXTURE ® SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES CARLETTI ARCHITECTS P.S. 0 RECESSED INTERIOR CAN LIGHT ifd110RWf 1pMmbj SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE 116 EAST FIR STREET W/BATTERY BACKUP SUITE A EXIT COMBINATION EXIT SIGN/EMERGENCY LIGHTING MOUNT VERNON, WA. 98273 WITH BATTERY BACKUP HARDWARE EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE Fax:Phone: (3603601 424-0394 424-5726 NOTES: I.HOMERUN ALL DATA/PHONE TO SERVER ROOM A I C D E eaze E STERED 4.0 4.0 A4.1 A4.1 2.PHONE/SERVER RACK LOCATION PER ELECTRICAL -4. ITECT 5.COOLING IN SERVER ROOM W/SPLIT SYSTEM AS REQ'D.BY THE MECHANICAL ENGINEER. 4.VERIFY ALL LOCATIONS O POWER/DATA W/OWNER PRIOR — — — — — — — — — — — PETER TO DRYWALL GOING UP. ZIA wnsrliNcmN 5.VERIFY SECURITY SYSTEM W/OWNER. F 8. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. -4. 7. ALL GWB/ACP CEILING HEIGHTS ARE PER SCHEDULES TYP. 8. ALL SOFFIT HEIGHTS TO BE AS NOTED ON REFLECTED CEILING PLANA NEW FIRE r �L— — — _ _ _ CITY OF ARL NGTOON FOR: �I STATION #48 ARLINGTON, WA 98223 _ F — — — — � EXITT _J I ;I —J CONTACT. �> PAUL ELLIS — LXITj LLB CAPITAL PROJECTS MANAGER ' j 360-403-4603 I I I n FXUJt I I I REVISIONS: _ — — —J � 5/29/20 PERMIT SUBMITTAL E 7/8/20 BID SET I i I I I F F I — — — — — — u _4 '4. ll I D I I 4 E SHEET TITLE: B C A4 2 2ND FLR. REFLECTED Cl-G. PLAN 1 2 3 4 5 6 7 8 8 SECOND FLOOR REFLECTED CEILING PLAN , SCALP: 1/8'•1'-0' J Pic PROJECT ARCHITECT: Pic DRAWN BY. Pic CHECKED BY: FEBRUARY 28, 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLR15A COMPUTER FILE NAME - 2 . 5 COPYRIGHT 2020 CAR-Tn ARCHITCCTS.PS. ROOF NOTES: 0 1.9 2.9 4 6 7.1 T o INDICATES 5 X 4 RECTANGULAR SMOOTH FACED DOWNSPOUT TIGHTLINE AS REQUIRED 1.ALL ROOFS SLOPES ARE AS NOTED 2.INSTALL 24 GA STANDING SEAM METAL ROOFING T KYNAR 600 FINISH AND FLASHING TYP. 9.INSTALL CONTINUOUS RIDGE VENTS ON ALL RIDGE LINES TYPICAL. 4.ALL ROOF PENETRATIONS TO BE ON THE EAST SIDE OF THE BUILDING. 5.MECHANICAL.ELECTRICAL SUB CONTRACTORS TO CARLETTI ARCHITECTS P.S. PROVIDE AND INSTALL ICOLOR TO MATCH METAL ROOFINGI ROOF JACKS.HEAT SHIELD.RUBBER areJiE�cAure&plmnnMZ BOOTS.FOR ALL PENETRATIONS MADE BY THEIR RESPECTIVE TRADES. 116 EAST FIR STREET 6.CONNECT ALL DOWNSPOUTS TO SUITE A TIGHTLINES AS REQUIRED. COORDINATE ALL DOWNSPOUT LOCATIONS WITH CIVIL/ARCH PRIOR MOUNT VERNON. WA. 98273 TO INSTALLATION. 7.PROVIDE AND INSTALL STEP FLASHING A Phone: 136O1 424-0394 AS REQ'D. 4 0 6 c D E Fax: 1360) 424-5726 B.SIZE OF GUTTERS 8 DOWNSPOUTS TO Be 4.0 A4.7 D9 A4.1 _q DS OVERSIZED WHERE NECESSARY TO HANDLE RAINWATER FROM VALLEYS AND ROOF SURFACES. ° r 64� E STERED _ 6.UPON COMPLETION OF ROOFING AND TIGHT 4I ITECT LINE CONNECTIONS.THE ROOF IS TO BE WASHED I F DOWN AND COMPLETELY CLEAN OF ALL DEBRIS. DUST.DIRT MADE BY INSTALLATION NO EXCEPTIONSIII TYPICAL I S3R WASFNNGTON 7.(2)PENCIL RIBS ON METAL ROOF PANELS OR Ds DS I DS DS STRIATED PANEL TO BE USED ON METAL ROOF EVE SE PANELS L EVE A AV 8.GUTTERS TO MATCH COLOR OF METAL ROOF B - - - ---- ----------- ------------------- ---� --- -- ---------- - B TYPICAL. I I G.ICE AND WATERSHIELD TO BE INSTALLED IN ALL I I A NEW FIRE STATION FOR: VALLEYS.RAKE.EAVE MIN 18'EA.SIDE TYPICAL. I LINE OF WALL AND ON THE ENTIRE ROOF OF ROOF PITCHES I BELOW TYP. CITY OF ARLINGTON 5:12 OR LESS. DS I Y STATION #48 SAVE I I ARLINGTON. WA 98223 C� -------- I a n—J UH-2 CONCENTRIC I I VENT THRU FOOF I I I I ro 1fla L—� C.2 I NOTE: N �� I CONTACT. I ALL ROOFING TO BE mN I PAUL ELLIS 24 GA.STANDING SEAM I CAPITAL PROJECTS MANAGER METAL ROOFING TYP. UH-2 CONCENTRIC CONT.RIDGE VENT TYP. DRYER VENT VENT THRU ROOF: BOO RIDGE CAP CONT.RIDGE VENT TYP. I 360-403-4603 I / RANGE H000 BDD EXHAUST w I H q I a oN I 4 I I a I I �w o YI i u a Ia lY um I �o N N'0 f o a VALLEY I N I I I I I I I 18-261 I I I Ds I I I I I EVE E REVISIONS: I I I 5/20/20 PERMIT SUBMITTAL I a 7/8/20 BID SET —P—EAT PEAK I I I I I I A I I I I Pe P 12 �/ — — -4. — — ----- ---TTiI-------PEAK -- — ---� EAVE --�---- — SLOPE_ IIII IIII IIII PEAK G Iw G 4 4 — RAKE RAKE J DS — — SHEET TITLE: I I ROOF PLAN I 1 2 3 4 5 6 7 8 9 ROOF PLAN SCALE: 1/8'=1'-0' Pic PROJECT ARCHITECT: Pic DRAWN BY. Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASE COMPUTER FILE NAME A - 2 . 6 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P5. DOOR SCHEDULE DOOR NOTES: NO. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES 1.ALL DOORS TO BE 13/4'THICK.ALL WOOD DOORS TO BE TYPE MAT'). FIN. MAT'). FIN. CLSR. PANIC GRP. SOLID CORE W/MAPLE DOOR SKINS. 2.VERIFY ALL R.O.AND JAMB DEPTHS PRIOR TO ORDERING. 1 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS.HIGH LIFT CLEARANCE 9.ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. 2 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS.HIGH LIFT CLEARANCE 4.EXIT DOORS SHALL OPE FROM THE INSIDE WITHOUT THE USE OFF A KEYY OR OR SPECIAL KNOWLEDGE OR EFFORT. 9 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK,CHAIN HOIST,HIGH CYCLE 75,000 SPRINGS,HIGH LIFT CLEARANCE ALL DOORS W/DEADBOLTS SHALL HAVE MORTISED INTEGRAL LEVERS TO OPERATE DEADBOLT 4 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS,HIGH LIFT CLEARANCE 5.ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS 5 Y-O'X 7'-0' B HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP.KICK PLATE.THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES,4'FRAME HEAD REQUIRED IN 18 INCHES OF ON 2406.ALL SUCH GLAZINGFLOORS SH LL BE SHALL OIL ZING G S CeARLETTI ARCHITECTS P.S. 6 V-O'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP.THRESHOLD.WEATHERSTRIP.CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE PERMANENT IDENTIFICATION SAFETY GLAZING STAMP. 7 Y-O'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP.THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE 6.DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION archb6tNA&Planrft 8 3'-0'X 7'-0' B HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP,KICK PLATE.THRESHOLD.SWEEP,INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.S.S.KICKPLATED,CARD SWIPE BY WRIST OR ARM PRESSURE. 116 EAST FIR STREET 7.ALL DOORS W/DEADBOLTS MUST HAVE SINGLE ACTION OPERATION BY 9 V-O'X 7'-0' A HMD PAINT HMF PAINT YES INSULATED.WEATHERSTRIP.DEADBOLT.SWEEP.THRESHOLD.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES. HANDLE INSIDE AND KEY ON THE EXTERIOR.MORTISED LOCKESETS REQUIRED. SUITE A 10 V-O'X T-O' D HMD PAINT HMF PAINT - INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.4'HEAD S.U VALUE OF ALL EXTERIOR HMD TO BE U VALUE.16/R-6 OR BETTER MOUNT VERNON, WA. 98273 11 Y-O'X 7'-0' D HMD PAINT HMF PAINT - INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD,SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.4'HEAD 0. INSULATED OVERHEAD DOORS TO HAVE A U-VALUE.057/RT7.5 OR BETTER 12 3'-0'X 7'-0' D HMD PAINT HMF PAINT YES INSULATED,WEATHER STRIP.SS KICK PLATES,THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT,KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES,4'FRAME HEAD 10.ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPED AND HAVE Phone: 360 424-0394 . 13 9'-O'X 7'-0' D HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES.4'FRAME HEAD ADA COMPLYING THRESHOLDS AND CONCRETE LANDINGS(OR Fax 360 424-5726SIDEWALK).EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO 14 3'-0'X T-0' D HMD PAINT HMF PAINT INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.KEYED LOCK.LEVER HANDLE BE PROTECTED BY PIPE BOLLARDS. 15 Y-O'X T-O' D HMD PAINT HMF PAINT - INSULATED,WEATHER STRIP,SS KICK PLATES,THRESHOLD,SWEEP,KEYED LOCK.LEVER HANDLE 11.ALL OVERHEAD DOORS WITH GLAZING TO BE RED FACTORY POWDER COATED ALUMINUM FRAMES. 16 V-6'X T-O' D HMD PAINT HMF PAINT - INSULATED.WEATHER STRIP.SS KICK PLATES,THRESHOLD.SWEEP.LOCK.LEVER HANDLE.S.S.KICKPLATES GLAZING TO BE LOW E PPG BRONZE MATCH WINDOW GLAZING 6429 E STERED 17 3'-0'X 7'-0' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS ITECT 18 Y-O'X T-O' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 19 Y-O'X T-O' D HMD PAINT HMF PAINT INSULATED,WEATHER STRIP.SS KICK PLATES.THRESHOLD,SWEEP,KEYED LOCK,LEVER HANDLE,S.S.KICKPLATES.CARD SWIPE PETER TII 20 V-0'X 7'-O' C HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD,SWEEP.PASSAGE SET.LEVER HANDLE.S.S.KICKPLATES STATE WASHINGTON 21 3'-0'X 7'-0' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 22 Y-O'X T-O' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 23 Y-O'X 7'-0' C IHMD PAINT HMF PAINT YES INSULATED,WEATHER STRIP,SS KICK PLATES,THRESHOLD.SWEEP.PASSAGE SET.LEVER HANDLE.S.S.KICKPLATES 24 Y-O'X 7'-0' D HMD PAINT HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES 25 Y-O'X 7'-0' C WD LAQ. HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATES.CARD SWIPE A NEW FIRE STATION FOR: 26 Y-O'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP.THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE CITY OF ARLINGTON 27 V-O'X 7'-0' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP,THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE STATION #48 28 3'-0'X 7'-0' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES ARLINGTON, WA 98223 29 3'-O'X - ' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 90 9'-0'X T 7'-O' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 31 3'-0'X T-O' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 32 3'-0'X 7'-0' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 33 Y-O'X 7'-0' C WD LAQ. HMF PAINT LEVER HANDLE.PASSAGE SET.S.S.KICKPLATES CONTACT: 34 Y-O'X T-O' C WD LAQ. HMF PAINT LEVER HANDLE.PASSAGE SET,S.S.KICKPLATES PAUL ELLIS 35 3'-0'X 7'-0' E P.LAM FF HMF PAINT YES INSULATED,WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW,DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS CAPITAL PROJECTS MANAGER 36 Y-O'X 7'-0' D WD LAQ. BARN DOOR WITH BARRIER FREE HARDWARE.SLIDING TRACK ON TOP 37 V-O'X T-O' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES 360-403-4603 98 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE,PRIVACY LOCK 39 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE,KEYED LOCKSET 40 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES 41 V-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES FACTORY POWDER 42 Y-O'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES COATED FRAMES 43 6'-6'X T-O' D WD LAQ. BARN DOOR WITH BARRIER FREE HARDWARE.SLIDING TRACK ON TOP COLOR RED 44 3'-0'X 7'-0' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES 45 9'-0'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 46 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 47 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK TEMPERED GLAZING 48 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 49 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 50 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 18-261 51 V-0'X 7'-0' D WD LAQ. HMF PAINT YES 1-HOUR LEVER HANDLE.KEYED LOCKSET ACRYLIC GLAZING TEMPERED GLAZING 52 9'-0'X 7'-0' A WD LAQ HMF PAINT YES YES LEVER HANDLED KEYED LOCKSET,CARDSWIPE,S.S.KICKPLATES 53 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES REVISIONS. 54 8'-0'8'-0' E ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR.2'TRACK.CHAIN HOIST.STANDARD LIFT CLEARANCE TRACK 12'RADIUS 5/29/20 PERMIT SUBMITTAL 60 Y-O'X T-O' D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED.CARD SWIPE �� �� �� 61 (2)3'-0'X T-O' D HMD PAINT HMF PAINT LEVER HANDLE.KEYED LOCKSET 7/8/20 BID SET 62 V-O'X 7'-0' D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED,CARD SWIPE ❑ / // 63 3'-0'X 7'-0' D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED.CARD SWIPE 64 (2)3'-0'X T-O' D HMD IPAINT HMF PAINT LEVER HANDLE.KEYED LOCKSET A B C D E F 4'-0' �25'-4'A.F.FI I 3 �. 4'-0' 6 8 C1 SHEET TITLE. /r r. T T �i % DOOR SCHEDULE iv O O `9 cO t a0 :f i i `O WINDOW SCHEDULE o ca o to 0 0 o T T o a0 b T � IT T T � T � O STOREFRONTO A7 STOREFRONT ALUM.NAIL FLANGE '�/OPERABLELCASEMENT OE ALUM.NAIL FLANGE O OPERABLE LAWNINGFLANGE OG ALUM.NAIL FLANGE OOPERABLE NAIL SLIDERFLANGE O HOLLOW METAL FRAME STOREFRONT O ALUM.NAIL FLANGE O ALUM.NAIL FLANGE O STOREFRONT SEE ELEV.NET OPENING 5.7 S.F. WINDOW SCHEDULE 1.ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24'ARC OR EITHER NO. QTY. SIZE TYPE FRAME U-VALUE NOTES VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60'ABOVE THE Pic MAIL FIN. WALKING SURFACE SHALL BE TEMPERED. PROJECT ARCHITECT. A 2 6'-8'X 1'-8' FIXED ALUM ANOD .34 STOREFRONT LOW E.ARGON.BRONZE GLAZING.SEE DOOR SCHEDULE (GLAZING SUBCONTRACTOR TO VERIFY LOCATION(S)OF ALL SAFTTY GLAZING.) A.1 1 V-4'X T-8' FIXED ALUM ANOD .54 STOREFRONT LOW E.ARGON.BRONZE GLAZING.SEE DOOR SCHEDULE 2.GLAZING SHALL BE TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL. Pic B 4 1'-10'X T-O' FIXED ALUM ANOD .34 STOREFRONT LOW E,ARGON,BRONZE GLAZING,SEE DOOR SCHEDULE OTHER THAN THOSE LOCATIONS DRAWN BY: DESCRIBED IN ITEM 1.ABOVE,THAT MEETS ALL THE FOLLOWING CRITERIA. C 7 4'-0'X 5'-6' FIXED ALUM ANOD .34 ALUM.NAIL FLANG WND A)EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. Pic D 11 9'-0'X 4'-0. OPERABLE ALUM ANOD .34 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING BI EXPOSED BOTTOM EDGE GREATER THAN 96'ABOVE THE FLOOR. CHECKED BY. E I 1 I 0'-O'X 2'-6' FIXED I ALUM ANOD .34 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING C)EXPOSED TOP EDGE GREATER THAN 56'ABOVE THE FLOOR. D)ONE OR MORE WALKING SURFACES WITHIN 26'ABOVE THE FLOOR. FEBRUARY 28, 2020 F 2 4'-0'X 5'-8' OPERABLE ALUM ANOD .94 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING 3.REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING. G 1 4'-0'X 4'-0' FIXED ALUM ANOD .54 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING 4.SEE BUILDING ELEVATIONS FOR MUTTON AND DOOR PLACEMENTS DATE H 1 4'-0'X 4'-0' OPERABLE ALUM ANOD - 6 OPERABLE WINDOWS. S.ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED S\.ARCH\18\DRAWINGS\18-261FLRBA I 1 4'-0'X 4'-0' FIXED HMF PAINT - PRIOR TO FABRICATION. COMPUTER FILE NAME J 2 6'-0'X 6'-0' FIXED ALUM .34 STOREFRONT LOW E.ARGON,BRONZE GLAZING.SEE DOOR SCHEDULE 6.U-VALUE OF ALL WINDOWS TO BE.34 OR BETTER.LOW E 6 THERMALLY BROKEN K 1 3'-0'X 3'-0' FIXED ALUM .54 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING [SHADING COEFFICIENT TO BE.40 OR BETTER.) A L 5 4'-0'X 4'-0' FIXED ALUM .34 ALUM.NAIL FLANG WND,LOW E.ARGON,BRONZE GLAZING .CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES.M 1 6'-8'X T-O' FIXED ALUM .54 STOREFRONT LOW E,ARGON.BRONZE GLAZING,SEE DOOR SCHEDULE 8.CONTRACTOR TO VERIFY ALL WINDOW SIZES. � 2 , 7 M.1 1 6'-8'X 1'-8' FIXED I ALUM .34 I STOREFRONT LOW E,ARGON,BRONZE GLAZING.SEE DOOR SCHEDULE COPYRIGHT 2020 CARLETTI ARCHITECTS.PS. FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: NO. NAME MAT'L FIN. NO. MAIL FIN. NO. MAIL FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HOT. 100 APPARATUS BAYS ONC. SEALED S-1 CONC/CMU SEAL S-1 CMU SEA. S-1 FRP/PLY FF FRP-1 CMU/GWB SEAL S-1 CMU SEAL S-1 STRUC.ABOVE PNT-3 VARIES GWB ABOVE CMU ON E.W.S WALLS TAPE FINISH PAINT 101 RISER ROOM MECH. ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 102 ELECTRICAL ROOM ONC. SEALED S-1 - PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING CARLETTI ARCHITECTS P.S. 103 SCBA CLEAN ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 104 HOSE ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT FRP-1 GWB PNT-3 9'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING archkamA&Plembii 105 ICOMPRFSSOR SHOP ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 IPLY PAINT PNT-1 PLY PAINT FRP-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 116 EAST FIR STREET 106 EMS STORAGE ONC. SEALED S-1 I PLY PAINT I PNT-1 PLY I PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT FRP-1 IGWB PNT-3 1 9'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING SUITE A 107 HALL ONC. SEALED S-1 PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 - - - PLY/FRP FF FRP-1 GWB PNT-3 0'-51/2' MOUNT VERNON, WA. 98273 108 BUNKER GEAR ONC. SEALED S-1 CONC SEAL S-1 PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 CMU PNT PNT-1 PLY/FRP FF FRP-1 GWB PNT-3 W-8 5/4' 109 HALL ONC. SEALED S-1 - - - PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 - - - PLY/FRP FF FRP-1 GWB PNT-3 8'-8 3/4' Phone. 360 424-0394 110 STAIR RUBBER FF RS-1 RSS FF RSS-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 STRUC.ABOVE PNT-3 VARIES Fax: 360 424-5726 111 DECON ONC. SEALED S-1 CONC SEAL S-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 GWB PNT-3 8'-8 3/4' 112 RESTROOM ONC. SEALED S-1 CONC SEAL S-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 GWB PNT-3 8'-8 5/4' 113 POLICE ARPET FF CPT-1 VRB FF VR5-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. case E STERED 114 VESTIBULE NOM FF WOM-1 VRB FF VR5-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' ITECT 115 ENTRY VT FF LVT-1 VRB-1 FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 116 REPORTS/LIBRARY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' PETER 117 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' STALE WASHINGTON 118 KITCHEN VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 ACP-1 FF 11'-0' 110 DINING VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 11'-0' 120 DAYROOM [ARPET T FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 121 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. 122 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' A NEW FIRE STATION FOR123 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' CITY OF ARLINGTON 124 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' STATION #48 125 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. ARLINGTON, WA 98223 126 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 127 SLEEPER FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 128 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 129 RESTROOM TILE FF T-1 TILE FF T-2/3/4 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT 130 RESTROOM TILE FF T-1 TILE FF T-215/4 GWB PNT PNT-1 GWB JPNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 0'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT CONTACT. 131 RESTROOM TILE FF T-1 TILE FF T-21311 GWB JPNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT PAUL ELLIS 152 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. CAPITAL PROJECTS MANAGER 135 CONFERENCE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 134 LAUNDRY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 360-403-4603 135 PANTRY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 136 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' FINISH NOTES: 137 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 1. VINYL RUBBER BASE TO BE 4'W/COVE.MITRE 138 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' ALL CORNERS 139 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 2. GREEN GWB AT RESTROOMS TYPICAL 140 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0. 141 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 142 FITNESS UBBER FF RP-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 6'-6'H MIRRORS FROM TOP OF BASE ENTIRE LENGTH OF WALL ON SOUTH WALL AND BE CORNER WALL 143 RESTROOM TILE FF T-1 TILE FF T-2/3/4 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT 144 BREAK LVT FF -VT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-O' 145 TRAINING ROOM ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-O' 200 ELECTRICAL ROOM LY OOD FF _ PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 STRUC.ABOVE PNT-3 VARIES CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 18-261 201 STORAGE OOD FF GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 STRUC.ABOVE PNT-3 VARIES 202 HALL FF GWB PNT PNT-1 GWB I PNT I PNT-1 1GWB IPNT I PNT-1 1GWB IPNT I PNT-1 I STRUC.ABOVE PNT-3 VARIES 203 STORAGE LYWOOD IFr - - - GWB PNT PNT-1 GWB JPNT IPNT-1 GWB JPNT I PNT-1 jGWB JPNT I PNT-1 I STRUC.ABOVE PNT-5 VARIES REVISIONS. 5/29/20 PERMIT SUBMITTAL INTERIOR MATERIAL SCHEDULE 7/8/20 BID SET FLOOR: • SIZE MANUFACTURER: STYLE: COLOR: NOTES: WOM WALK OFF MAT 1 1SX36 MANNINGTON INERTIA ROLL I733661 INSTALL BRICK ASHLAR CPT CARPET 1 24X24 MANNINGTON DISPATCH TETHER 1821471 INSTALL BRICK ASHLAR CPT CARPET 2 24X24 MANNINGTON ESTIO NASSAU I83051 INSTALL MONOLITHIC RF RUBBER FLOOR 1 V ROLL ROPPE RECOIL FITNESS FLOORING ►578 COLBALT/RED/BISQUE INSTALL WITH ROPPE APPROVED ADHESIVE LVT LUXURY VINYL TILE 1 5.01'X39.37' MANNINGTON ACCESS DUSKY WALNUT SX5W2542 RANDOMIZE MULTIPLE BOXES AT ONCE.RANDOMIZE END JOINTS.NO STAIR STEPS IN END JOINTS ALLOWED T TILE-PORCELAIN 1 6X6 MOSA SCENES 6150 MR GRAIN GRID PATTERN.RESTROOM FLOORS OR GROUT 1 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 40 LATTE USE WITH T-1 RS RUBBER STAIR TREADS 1 VARIES TARKETT/ROPPE RAISED CIRCLE 40 BLACK TREADS WITH MATCHING RISERS SCH SCHLUTER TRANSITION I 1 JPFR MANUF. I SCHLUTER RENO-TK STAINLESS STEEL USE AT TRANSITIONS AS CALLED OUT ON SHEET ID-1.0 CONC CONCRETE 11 1 VARIES SEAL CONC.PER SPECIFICATIONS BASE: VRB VINYL RUBBER BASE 1 4'H JOHNSONITE VINYL OR RUBBER WALL BASE BLACK-40 TYP THROUGHOUT.EXCEPT RESTROOMS AND SLEEPERS VRB VINYL RUBBER BASE 2 4'H JOHNSONITE VINYL OR RUBBER WALL BASE FAWN-80 IAT SLEEPERS ONLY SHEET TITLE: T TILE-PORCELAIN 2 6X6 MOSA SCENES 6150 V GRAIN RANDOM PATTERN WITH T-3 THRU T-7 T TILE-PORCELAIN 3 6X8 MOSA SCENES 6151 V CLAY RANDOM PATTERN WITH T-2 THRU T-7 FINISH SCHEDULE T TILE-PORCELAIN 4 6X6 MOSA SCENES 6185 V GRIT RANDOM PATTERN WITH T-2 THRU T-7 RSS RUBBER STAIR STRINGER 1 VARIES JOHNSONITE/ROPPE - BLACK MATCH SKIRTING TO STAIR TREADS MATERIAL SCHEDULE WALL: PNT PAINT 1 - SHERWIN WILLIAMS SATIN FINISH GREEK VILLA 7551 MAIN BODY COLOR PNT PAINT 2 - SATIN FINISH WHEAT PENNY 7706 ACCENT WALLS PER FINISH PLAN PNT PAINT 3 - SATIN FINISH CEILING BRIGHT WHITE 7007 GWB CEILINGS THROUGHOUT PNT PAINT 4 - SEMI GLOSS TAVERN TAUPE 7508 DOOR FRAMES T TILE-PORCELAIN 5 6X8 MOSA SCENES 6150 V GRAIN GRID PATTERN.MIX RANDOMIZED COLORS WITH T-1 AND T-3 T TILE-PORCELAIN 6 6X6 MOSA SCENES 6151 V CLAY GRID PATTERN.MIX RANDOMIZED COLORS WITH T-1 AND T-2 T TILE-PORCELAIN 7 6X6 MOSA SCENES 6153 V GRIT GRID PATTERN.MIX RANDOMIZED COLORS WITH T-1 AND T-2 T TILE-CERAMIC 8 3X12 SANT'AGOSTINO SHADEBRICK TAUPE BRICK PATTERN KITCHEN ONLY.USE MATCHING BULLNOSE AS REQUIRED ON EXPOSED EDGES T TILE-CERAMIC 0 3X12 SANT'AGOSTINO SHADEBRICK-BULLNOSE TAUPE BULLNOSE AT EXPOSED EDGES OF 6ACKSPLASH OR GROUT 2 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 40 LATTE SHOWER WALLS ONLY OR GROUT 3 1/8' LATICRETE PERMACOLOR GROUT 40 LATTE RESTROOM WALLS WITH T-2 THRU T-7.NOT USED IN SHOWERS OR GROUT 3 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 00 LIGHT PEWTER USE WITH T-8 8 T-0 ONLY FOR KITCHEN BACKSPLASH Pic FRP FIBER GLASS PANELS 1 4X10 SHY. PEBBLE FINISH WHITE CLASS A FIRE RATED PROJECT ARCHITECT: SCH SCHLUTER TRANSITION 2 PER MANUF. SCHLUTER JOLLY STAINLESS STEEL CHOOSE DIMENSION NEEDED TO COVER EXPOSED TOP EDGE OF WALL TILE WITH NO OR MINIMAL OVERHANG PJC CMU CONCRETE MASONRY UNITS 1 PER MANUF. - SEAL EXPOSED INTERIOR CMU PER SPECIFICATIONS DRAWN BY. CASEWORK: PL PLASTIC LAMINATE 1 VARIES WILSONART STANDARD RIVER CHERRY 7937-38 CABINET FACES THROUGHOUT PJC SS SOLID SURFACE 11 1 VARIES I WILSONART JWHITE STONE 0208CS ALL COUNTER TOPS CHECKED BY. CEILING: FEBRUARY 28, 2020 ACP I ACOUSTICAL CEILING PANEL I 1 1 2'-O'X 4'-0' 1 ARMSTRONG JOUNE SECOND LOOK I WHITE W/WHITE GRID 15/16'TEGULAR EDGE TYP.THROUGHOUT,U.N.O. DATE WALL PROTECTION CG 1CORNeR GAURDS 11 12X2 STAINLESS STEEL SATIN FINISH.NO EXPOSED FASTNERS S\:ARCH\18\DRAWINGS\18-261FLRBA COMPUTER FILE NAME NOTES: A ///��� //��1. VINYL RUBBER BASE TO BE 4'W/COVE.MITRE ALL CORNERS2. USE STAINLESS STEEL SCHLUTER AT ALL FLOORING TRANSITIONS REQUIRING A TRANSITION STRIP. COPYRIGHT 2020 CARI-ETTI ARCHITECTS.PS. o H l ! H CMU GROUND FACE DECORATIVE STEEL j -4. COLOR t1 CARLETTI ARCHITECTS P.S. SUPPORT BRACKETS 1 5 -4. 1 j METAL WALL BLACK j -6.9 j 1 PANELS COLOR}1 B.9 ar�ltcal�ro AcpYmilS T.O.CMU 89 MTL.WALL T.0 CM4 PANEL f2 116 EAST FIR STREET SUITE A TO PLATEs G =___- _= MOUNT VERNON. WA. 98273 METAL ROOF PANELS ] sTO PLA P rf- COLOR#1 �4' - -4. 18/17 METAL WALL Phone: �360I 424-0394 METAL WALL sT.O.PLATEPANELS COLOR t1 Fax: 360 424-5726 PANELS COLOR 02 METAL WALL PANELS COLOR t1 tSDDUEPPCCPOO AA BRACKETST.O.PLATEMETAL WALLNZEELS COLOR f i0/❑ % ONT T.O.FI.FL T.OT.O.FIN.FLR�. 0.F L---- ----------- -- ------ ---------- ------ - --------� ----------- --- ---------------------- ----------------18- - ------------------------ ------ A NEW FIRE STATION FOR: A 81 TYP. A_' CMU CAP GREY CMU GROUND FACE A-6.1 CMU GROUND FACE DARK BRONZE ANODIZED COLOR COLOR#1 CMU GROUND FACE COLOR 03 CITY OF ARLINGTON STOREFRONT 6 GARAGE COLOR#1 STATION #48 DOOR ARLINGTON. WA 98223 WEST ELEVATION EAST ELEVATION CONTACT: DECORATIVE STEEL PAUL ELLIS SUPPORT BRACKETS BLACK SIGN F.O.I.C. CAPITAL PROJECTS MANAGER MASONRY NOTES: CAST ALUMINUM ILLUMINATED D 360-403-4603 1.THE MASON MUST PROVIDE A MIN.4'-0'X 4'-0'MOCK UP OF 1 2` LETTERS 12'HIGH i 3 ) -4_ O O 6 7 9 THE CMU INCLUDING THE CAP. AND GROUT LINES FOR THE ARCHITECT BRONZE ANODIZED �.�_� AND OWNERS APPROVAL FOR COLOR SIZE AND SHAPE NO EXCEPTIONS. ON STAND OFF ROOF FLASHING/FACIA _ _ PEGS F.C.I.C. TO MATCH ROOF PANEL COLORS IF MASON FAILS TO PROVIDE MOCK UP FOR ARCHITECT A B C - E AND OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE CMU GROUND FACE -- -4. -4. CMU GROUND -4. - _4. WORKING AT THEIR OWN RISK.AND WILL BE HELD RESPONSIBLE CMU GROUND FACE FACE COLOR f1 X FOR THEIR ACTIONS. COLOR#1'1 COLOR#2 -6. STEEL'C'CHANNEL CANOPt 2.MASON MUST PROVIDE ARCHITECT WITH A COURSING PLAN FOR j METAL WALL ! WITH ROD SUPPORTS AND F CMU WALL AND CMU CAP PRIOR TO CONSTRUCTION NO EXCEPTIONS. T.O.CMU PANELS COLOR t2 PLATES SEE STRUCTURAL 1 -4. IF MASON FAILS TO PROVIDE COURSING PLAN FOR ARCHITECT AND METAL ROOF PANELS PRIME AND PAINT BLACK 1 OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE WORKING MTL.WALL COLOR t1 DARK BRONZE 1 AT THEIR OWN RISK.AND WILL BE HELD RESPONSIBLE FOR THEIR PANEL COLOR f2 1P ANODIZED ACTIONS sT.O.PLATE El � STOREFRONT9.CONTROL JOINTS TO BE INSTALLED BY MASONRY INSTITUTE CMU 16/17 MANUFACTURER.MASON TO COORDINATE ON CONTROL JOINT LOCATION � I ❑ 82 El2 -6.4 -- - WITH ARCHITECT PRIOR TO CONSTRUCTION 1F MASON FAILS TO SA 11ON"48 7 89 COORDINATE LOCATION WITH ARCHITECT AND OWNERS APPROVAL - -- 17 18-261 PRIOR TO CONSTRUCTION THEY ARE WORKING AT THEIR OWN RISK. T.O.OVHD DOOR 18 A-6. AND WILL BE HELD RESPONSIBLE FOR THEIR ACTIONS 9 2 4.IT IS THE RESPONSIBLITY OF THE MASON TO SEAL ALL CMU/ CMU GROUND FACE- CULTURED STONE W/FOG COAT PER MANUFACTURER'S INSTRUCTIONS COLOR#1 i 18 -5'S .0.PLATE W/FABRISHIELD 659 O CMU. REVISIONS: 5.ALL CMU AND CAPS MUST BE CLEANED AND APPROVED BY B.O.CMU SOLDIER - 0 i 15 5/29/20 PERMIT SUBMITTAL ARCHITECT/OWNER PRIOR TO SEALING NO EXCEPTIONS. COURSE IF MASON FAILS TO RECIEVE ARCHITECT AND OWNERS APPROVAL THEY 1 1ru O -8. ARE WORKING AT THEIR OWN RISK.AND WILL BE HELD RESPONSIBLE 6.1 7/8/20 BID SET FOR THEIR ACTIONS 20 6.EXPANSION JOINTS TO BE INSTALLED BY MASONRY CONTRACTOR AS T.O.F -- 'S REQUIRED BY THE MASONRY INSTITUTE 8 CMU MANUFACTURER + IN.FLR. -8. 9 - .O. .FL COORDINATEW/ARCH. t---- -------- -------------- -- - --- --------- ----------------- ---- ------ -------------- ---- - --- --- ----- --- - - ---- ----- ------- -------------- -- ----- -------- -- 7.ATTACH VENEER CMU WITH HOT DIPPED GALVANIZED,2 PIECE WALL TIES. f T--- ------ ------------_i--- - ----- - --------------- -- ----- ---------- --- -- ----� --- - --- ---------------- �- - -- ---- --J CMU GROUND A-8.1 CMU CAP GREY STATION TIE TO EXTERIOR WALL FRAMING. SUPPORT MAXIMUM 2 SQUARE FEET FACE COLOR f1 CMU GROUND FACE COLOR CMU GROUND FACE LAQUE CMU GROUND FACE OF AREA. TIE SHALL HAVE A HOOK ON THE EXTENDED LEG THAT COLOR f2 COLOR f1 TEEL PIPE 11 METAL WALL STEEL CANOPY COLOR#1 WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. RED POWDER 10 BOLLARDS TYP 0 COLUMN W/ 84 PANELS COLOR#2PAINT BLACK METAL WALL COATED GARAGE 8.0 O.H.DOORS EA.SIDE BRACKET TO WOOD PANELS COLOR t1 MANUFACTURER TO BE FERO'S'RAP TIE'OR APPROVED SUBSTITUTION. DOOR BEAM NORTH ELEVATION 1/8'-T-0' SHEET TITLE. Q � ° BUILDING ELEVATIONS E5 -4 I MATERIAL SCHEDULE METAL ROOF PANELS 4 4. 8 0 ANTENNA 4. COLOR#1 ARK BRONZE METAL WALL ANODIZED F PANELS COLOR#2 STOREFRONT A-8.4 MATERIAL: MANUFACTURER: COLOR: 1 1 HMF/HMD EXTERIOR PAINT COLORS -4. j I METAL ROOF PANELS PAINT#1 SHERWIN WILLIAMS DARK BRONZE MATCH WINDOWS COLOR#1 METAL ROOF PANELS I X METAL HR 96 HORIZONTAL SIDING COLOR#1 METAL HR 96 HORIZONTAL SIDING 6 -- -------------- .0.PLATE METAL}1 AEP SPAN COOL METALLIC CHAMPAGNE METAL t2 JACP SPAN COOL COLONIAL RED CONCRETE MASONRY UNIT X X PANEL i2 CMU}1 MUTUAL MATERIALS GROUND FACED-CHARCOAL MTL WALL CONCRETE MASONRY UNIT Pic 8. CMU t2 MUTUAL MATERIALS GROUND FACED-MOUNTAIN BROWN - PROJECT ARCHITECT: CONCRETE MASONRY UNIT 4 CONCRETE MASONRY CAP METAL WALL DRAWN BY: CMU t4 MUTUAL MATERIALS GROUND FACED NATUAL GREY PANELS COLOR#1 ❑ 7 5 7 - PJC METAL ROOFING/FACIA/GUTTERS/DOWNSPOUTS ❑ CHECKED BY: METAL#9 AEP SPAN COOL ZINC GREY 1.1.id _ _ _ A-5'1 A .1 COLORED CONCRETE i T.O.FIN.FLR. FEBRURAY 28. 2020 CONC.COLOR t1 DAVIS COLORS GROUT TO MATCH CMU COLORS `�---T ---- ------_ -- -- --- ----------------- ------ ---- ----------- ---------------1�---- ---- -- ---------------------------- -- ----- - --- ------------------ ----- ------1 DATE SOFFITS U.N.O. ENTRY TO BE CLEAR CEDAR T&G 1 DARK BRONZE A-8.1 S\.ARCH\18\DRAWINGS\18-261 METAL SOFFIT PANELS AEP PRESTIGE SERIES ANODIZED METAL WA L 1 CMU GROUND FACE CMU OROUCE CMU GROUND FACE CMU GROUND FACE COMPUTER FILE NAME T REVEAL W/PENCIL RIB COOL ZINC GREY STOREFRONT PANELS OR i1 COLOR ti COLOR t1 COLOR t1 COLOR i1 ALUMINUM NAIL FLANGE&STOREFRONT WINDOW SYSTEMS(INSULATED-THERMALLY BROKEN) SOUTH ELEVATION ANODIZED I STARLINE/KAWNEER DARK BRONZEA � 3O GLAZING 1 INCH ANNEALED GLASS BRONZE PPG SOLARBAN 60 BRONZE LOW E AS REQ'D TO MEET.59 UV AND.40 SC COPYRIGHT zozo CARLETTI ARCHITECTS.P.S. 48'-0' Q 10'-8' I ---- $,Q I H CARLETTI ARCHITECTS P.S. T.O.25'-4'CMU A.F..F / .dre.2..&p.1niffs 12 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 A-5.1 1 Phone: (360) 424-0394 _ T.O.PLATE 1W-11'A. Fax: 360) 424-5726 I I I I I I I I I I I I I I I I I ® jI II III 29 E STERED ITECT tj T.O.OVHD DOOR 14'-0'A.4F. aPSEKM WASHIN I I I I I I I I I I I I I TON � I I I T.O. EI ANINE 10'-6-1/4'A.F.F. I I I ANEW FIRE STATION FOR: T.O.CMU SOLDIER COURSEIB'-4'A.F_.F. I T.O.CMU W-4'A.F.F. CITY OF ARLINGTON I I STATION #48 I ARLINGTON, WA 98223 I I I 1 j #MD/HMF W/4'HEAD Am APPARATUS BAYS P.AT CMU 1 I 100 i CONTACT: I 3'01. PAUL ELLIS 31-0' I CAPITAL PROJECTS MANAGER I T.O.FIN.FLR.0'-0'A. .F.i i I .0.FIN.FLR 0'-0'A.F.F. 360-403-4603 O 1 =L 0 ll I i BUILDING SECTION I ------ SCALE: 1/4'-1'-0' 18-261 REVISIONS: 5/29/20 PERMIT SUBMITTAL QQ Q 7/8/20 BID SET % \ H 0 A-5. -4. / 1 I E 20'-11'A.F..P I ------ - 5.0 T.O.PLAT ------- 12 I I I I I I I I TIO.PLATE IV-Ilr A.F.F I ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS SHEET TITLE:� :'® I I I REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO T.O.Ovo DOOR 14'-O-A.F.F. I BUILDING SECTIONS VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. I I I I I I I CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE I FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE SEAL. I INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS T.O.CMU SOLDIER COURSE]W-4-A.F.F. I I T.O.CMU W-4'A.F.F. WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL I I I PRIOR TO ANY WALL GWB INSTALLATION. j I I PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR I I LEAKAGE SEAL. I I PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR / I APPARATUS BAYS I PROPER AIR LEAKAGE SEAL. I 100 j TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS,MECHANICAL I I AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE \ 3'-O' Pic WITH ALL SUB TRADES. I I PROJECT ARCHITECT: SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE T.O.FIN.FLR.0'-0'A.F.F.I \1 1 - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - I- 10.FIN.FLR 0'-0'A.F.F. Pic REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND 10 -----_--_ _1_ _-__ '. _____ 1 DRAWN BY: EXHAUST MEET ALL APPLICABLE CODES. -L--1--1 I I\ 0 Pic O `_--' i 1-1- 0 i CHECKED BY: ---- ' FEBRURAY 28, 2020 DATE 5\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME 0A -"UILDING SECTION _ 0 SCALE: 1/4'-1'-0' COPYRIGHT 2020 CARLCTTt ARCHIT2CT5.P.S. 4 Q Q T-8' 6 48'-0' � 10'-8' H \\ -4. CARLETTI ARCHITECTS P.S. ENVELOPE REOUIREMENTS PER 2015 IECC.WSEC AMENDMENTS .1 \ ■diesm"apI�1Rbj T.O.PLATE 24'-1 'A.P..P REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO I - I 12 116 EAST FIR STREET VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE 1 -' --- 4 SUITE A LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. I I �/� �`\ MOUNT VERNON, WA. 98273 CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE I I _ / 1 A-51 phone: �3601 424-0394 FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE I I SEAL. I I I Fax: 360 424-5726 I T. PLATE IW-llt A.F.F gK INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL I I I PRIOR TO ANY WALL GWB INSTALLATION. I I I &429 E STERED PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR i i i ITECT LEAKAGE SEAL. I I I I I I I PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR I I STORAGE i PETER PROPER AIR LEAKAGE SEAL. I I HALL STORAGE i i &TALE wnsxNcraR TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL I I I I AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE I I I WITH ALL SUB TRADES. I I I T.O.PLATE �/� I I T.O. EZZA INE 10'-8-1/4'A.F.F. A NEW FIRE STATION FOR: SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE p_g�• I REFERENCES. ENSURE ALL PENETRATIONS,FENESTRATION.AIR INTAKES AND _ _ 1I.0.CMU 0'-4'A.F.F. CITY OF ARLINGTON EXHAUST MEET ALL APPLICABLE CODES. I I STATION #48 /JhB..O.CMU SOLDIE OURSE E'-0' .F.F. ARLINGTON, WA 98223 I I I I I I RR i DECON. HALL HALL I I I I I CONTACT: -LTr 3'0' PAUL ELLIS CAPITAL PROJECTS MANAGER '-0' F.P.. I FIN.PLR 0'-0-A.F.F. 360-403-4603 OIL--L� 1 O 'IJ'—` 1 __-L—'.O I 1 BUILDING SECTION I ---- SCALE: 1/4'-1'-0' 18-261 REVISIONS: 5/29/20 PERMIT SUBMITTAL O Q O Q 7/8/20 BID SET ` \ 5 i \` A-5.1 H -4. I I I I .0. 5'- ' I .F.. I 12 I I i 1 I I T.O.PLATE IT-lit A.F.F j I I I I i SHEET TITLE: I I BUILDING SECTIONS I I I I I I I T.O.IOVHD DOOR 14'-0'A.F.F. I I I I I I I I I I I I I I I I � I _ T.O.ME ZANINE 10-44/4'AF.F. OL T.O.6MU SOLDIER COURSE 9'-4'A.F.F. T.O.CMU 0'-4'A.P.P. TF — I - j I I I I I I I I I I I I I I I I I MMD/HMF W/4'HEAD APPARATUS BAYS i IYP.AT CMU PJC PROJECT ARCHITECT: 10O Pic DRAWN BY: Pic I T.O.IFIN.FLR.0'-0'A. .F. I .O.FIN.FLR 0'-0'A.F.F. CHECKED BY: ay`- may -.. y FEBRURAY 28. 2020 p -__' I ��_ 1 __-__'0 DATE � 1 5\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME BUILDING SECTION CSCALE: 1/4'-1'-0' COPYRIGHT 2020 CAR-TTt ARCHIT2CT5.Ps CARLETTI ARCHITECTS P.S. wd*wb"&p nnbl O 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 1360) 424-0394 Fax: 360 424-5726 CONT.VAPOR BARRIER \\�\ LAP&TAPE SEAMS RUN GWB TO TOP OF PLATES i�� \\�� 8 �\ TYP.AT ALL WALLS SURROUNDING SLEEPING ROOMS INSTALL INSULATION CONT.VAPOR BARRIER A-5.2 �\\\ BATTS ON EA.SIDE LAP 6 TAPE SEAMS eaze E STERED I 1 \� MIN.24' I ITECT OPP. i / �\ I CANT.VAPOR BARRIER LAP 8 TAPE SEAMS I PETER STATE WASHINGTON T.O.PLATE 1 '-4 1 A.F.F I/ T.O.PLATE 1'-4' T.O.PLATE 101-4:I'A.F.F. 1.0.PLATE 10'- A. . I I 1 A NEW FIRE STATION FOR: I I RUN GWB TO TOP OF PLATES I I I TYP.AT ALL WALLS SURROUNDING 17 I CITY OF ARLINGTON I I FITNESS INSTALL INSULATION STATION #48 I I BATTS ON EA.SIDE -6.0 RUN AND VAPOR I I I MIN.24' BARRIER ER TO TOP OF PLATE I I ARLINGTON, WA 98223 I I TYP.ALL WALLS TO 10'4� I I 1 FITNESS OFFICE HALL SLEEPER _ TRAINING ROOM I I — I g_0 i 16 3-0 3-0 3-0 CONTACT: I A-6.0 T.O.FIN. LLR 0'-0'. JT.O.FIN. LR 0'-0'. T.O.FIN. IR 0'-0-. T.O.FIN. LR 0'-0'. PAUL ELLIS e` - ______ ---------- � . ----------------j $1 CAPITAL PROJECTS MANAGER l 0 360 403-4603 0 ,-���� � II o��_ -- 1 O \ o � o F BUILDING SECTION G BUILDING SECTION SCALE: 1/4'4-0' 18-261 ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO REVISIONS: VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE G F n 5/29/20 PERMIT SUBMITTAL LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. p-\ CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE 7/8/20 BID SET FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE SEAL. INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL PRIOR TO ANY WALL GWB INSTALLATION. PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR LEAKAGE SEAL. PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR CONT.VAPOR BARRIER PROPER AIR LEAKAGE SEAL. LAP 6 TAPE SEAMS TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS,MECHANICAL \�^ AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE WITH ALL SUB TRADES. __ ________ _ / CONT.VAPOR BARRIER &A-52 -I SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE 7 /- LAP&TAPE ALL SEAMS i �� SHEET TITLEREFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND \ EXHAUST MEET ALL APPLICABLE CODES. -5.2 ! / 11 Opp. I I BUILDING SECTIONS I B.O.TRUSS I2'-0'A.F.F.$ I I T.O.PLATE 10'-4'A.I.F. \ T.O.PLATE 1 '-4'AF.F. T.O.PLATE 9'-8'A.F F. I SCRIBE TYP:., GWg SOFFIT RUN GWB AND VAPOR BARRIER TO TOP OF PLAT j I � TYP.ALL WALLS TO 10'•4�'i I II' II II o COVERED ENTRY VESTIBULE ENTRY C'D 4A� E, DINI G DAYROO;M I 11 DW I ARE 1 3 0 Pic -'IF.0.1C j j PROJECT ARCHITECT: T.O.FIN.FL�0'-0'. I 1 T.O.FIN. LR or-0'. `--1--1--1 `— --_ Pic Q .J_� I 2 N d,4'%2 N Fx'` 1 �_ o DRAWN BY O Pic 1 1 o I I i i CHECKED BY: I I 1 1 i FEBRURAY 28, 2020 i DATE _ '--- S\:ARCH\18\DRAWING5\18-261 COMPUTER FILE NAME 0E] BUILDING SECTION A � 4 . 2 SCALE: 1/4'-1'-0' COPYRIGHT 2020 CAR-TTI ARCHITCCTS.P.S. ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS '7 REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO — 3 4 5 g g VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE SEAL. -- INSTALL CLG GWB FIRST.CAULK SEAL GWB,TO TOP PLATE OF ALL PARTITION WALLS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL C.ARLETTI ARCHITECTS P.S. PRIOR TO ANY WALL GWB INSTALLATION.\ � PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR &phi LEAKAGE SEAL. 116 EAST FIR STREET PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR SUITE A MOUNT VERNON, WA. 98273 I I CONT.VAPOR BARRIER PROPER AIR LEAKAGE SEAL. I LAP 8 TAPE SEAMS __ ---- I _ _. I I TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:rRUSS WEBS.MECHANICAL phone: 360II 424-0394 AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE FOX: �360I 424-5726 I CONT.VAPOR BARRIER WITH ALL SUB TRADES. I I LAP 6 TAPE SEAMS - - - - I SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE REFERENCES. ENSURE ALL PENETRATIONS,FENESTRATION.AIR INTAKES AND 64M EXHAUST MEET ALL APPLICABLE CODES. E TERED TECT 2-HOUR FIRE BARRIER III FROM SLAB TO UNDERSIDE PETER OF ROOF DECK CUT TIGF{T TO FIT AROUND ROOF F G. HOL TRU S BA K FRC A a w Ix x MEMBERS FIRE CAULK AS REQ'D. WAI U FRA ING ALL FOR WI ITO S IDE P ST T MAIN IN I S T O R G. 2-H OR FIE BAR tIER R TING CITY OF ARLINGTONN FOR: I STATION #48 _ J LF 10•-4 .F.F. ARLINGTON. WA 98223 I I _ 9 T AI GW RUN GWB TO TOP OF PLATES PNT TYP.AT ALL WALLS SURROUNDING FITNESS INSTALL INSULATION RUN GWB AND VAPOR APPARATU BUNKER p MIN.T40N EA.SIDE TBARIER TO YpRALL WALLOS TO OL4�E CONTACT: o PAUL ELLIS BAYS o KITCHE w PANTRY OFFICE CONE. FITNESS CAPITAL PROJECTS MANAGER I 360-403-4603 I I ROOM I I I T.O.FIN. LR 0'-0'. I I O J—I O i H BUILDING SECTION 18-261 SCALE: 1/4'-1'-0' 2 3 4 J 7 REVISIONS. 5/29/20 PERMIT SUBMITTAL - ----` 7/8/20 BID SET I I I I I I I I CONT.VAPO BARRIER 'AS.3 // ``\\`� I LAP&TAPE SEAMS ',--- SHEET TITLE: I I 2-HOUR FIRE BARRIER i BUILDING SECTIONS FROM SLAB TO UNDERSIDE OF ROOF DECK CUT I TO FIT AROUND ROOF IFFR{�i1G. HO TRU S BA K FR I MEMBERS FIRE CAULK A$REQ'D. WAI U FRA ING ALLC N FOR I I —GWI ITO S IDE PAST T MAIN IN I I STORG. ; 2-H OR FIE BAR tIrR R TING I I I I I I I I I I I I T.O.CMU G'-4'A.F.F. I I I I I I I I HALL 9TAIF GW I I I PINT I APPARATUS BUNKER o Pic I I BAYS O PROJECT ARCHITECT: KITCHE PANTRY Pic I I I I DRAWN BY: Pic I I I I 1 3-0: I I I II CHECKED BY: I T.O.FIN.FLR.0'-0+,I FEBRURAY 28, 2020 DATE 0 4 __ I _ I I O -- H S\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME OHBUILDING SECTION \` ----- A � 4 . 3 SCALE: 1/4'-1'-0' COPYRIGHT 2020 CARLCTTt ARCHIT2CT5.P.S. REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO TYP.ROOF CONSTRUCTION VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE SEE WALL SECTION 1/A-5.0 I I SEE 1/A-5.0 LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. LV. KYNAR FOR TYP.NOTES TON _ 24 GA.G _ A CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE FINISH _ FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE STANDING SEAM ROOM PANELS 0/ - SEAL. ICE AND WATER SHIELD 0/ j OSB BONDED TO RIGID POLY ISO INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS R-58 RIGID POLY ISO 12)LIFTS STAGGER JOINTS T.O.CMU WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL VAPOR BARRIER PRIOR TO ANY WALL GWB INSTALLATION. 5 ROOF SHEATHING SEE STRUCTURAL TJL'S SEE STRUCTURAL METAL SOFFIT LINER PANELS INSTA LED I PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR -8.4 z TJL'S EXPOSED PRIME/PAINT CARLETTI ARCHITECTS P.S. X_BLOCKI iG SEE STR URAL OVER k HAT CHANNEL 0 24'O.C. — — LEAKAGE SEAL. — — _ TEND T01 CHORD 0 JL'S CUT GWB TIGHT TO FITS& .SEE S RUCTUR OR NAILING PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR FROM 2X8 P.T. � TO ROOF DECK TYP. �� 2X8 P.T.PLATE BOLT TO CMU WALL A DETAI S PROPER AIR LEAKAGE SEAL. ( I CAULK 116 EAST FIR STREET SEE STRUCTURUAL FOR ATTACHMENT 2X4 P.T. _ SUITE A TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL 2X10 CEDAR FACIA `"- ------_ _ MOUNT VERNON, WA. 98273 AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE PR]ME/PNT. WITH ALL SUB TRADES. I_ Phone: 360)I 424-0394 SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE I Fax: (360) 424-5726 REFERENCES. ENSURE ALL PENETRATIONS,FENESTRATION,AIR INTAKES AND T.O.PLATE -_- -_ TYP.CONCRETE MASONRY WALL EXHAUST MEET ALL APPLICABLE CODES. S'CMU GROUND FACr SOLID GROUT METAL SOFFIT LINER PANELS INSTAL LED_ _ _ _ BLOCKING SEE STRUC L W/WR GRACE DRY BLOCK 8 MORTAR METAL SOFFIT LINER PANELS INSTALLED 5 OVER r HAT CHANNEL 0 24'O.C. 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PER STRUCTURAL CAUL ELLIS AND ATTACH PER CAPITAL PROJECTS MANAGER MANUFACTURER'S RECOMMENDATIONS GROUND FACE CMU o I 360-403-4603 BOND BEAM SEE STRUCTURAL OL B.O.CMU I I GWB LEVEL 4 FINISH 12'GROUND FACE CMU HEADER — — REINFORCING PER STRUCTURAL - TYPICAL WALL CONSTRUCTION SEE 1/A-5.0 FOR NOTES GWB LEVEL 4 FINISH /1 B.O.CMU PRIME/PAINT BEYOND LOWER APPARATUS BAY CONSTRUCTION 12'STRUCTURAL CMU WALL SOLID GROUT 9 W/WR GRACE DRY BLOCK AND MORTAR REINIFORCING PER STRUCTURAL Jw SEAL W/(2)COATS SEALER MIN. _ CMU WALL BEYOND 18-261 SlEE WALL SECTION 1/A-5.0 4'HMF AT HEAD OF DOORS LOCATED WITHIN CMU WALLS FOR TYP.NOTES TYP.CONCRETE MASONRY WALL 8'CMU GROUND FACE SOLID GROUT REVISIONS: W/WR GRACE DRY BLOCK 8 MORTAR SEE STRUCTURAL FOR REINFORCING _ 5/29/20 PERMIT SUBMITTAL SEAL W/121 COATS SEALER MIN. GROUND FACE CMU 7/8/20 BID SET B�ND BEAM SEE STRUCTURAL TYP.CONCRETE MASONRY WALL 8*CMU GROUND FACE UT W/WR GRACE DRY BLOCK 6 MORTAR SEE STRUCTURAL FOR REINFORCING SEAL W/(2)COATS SEALER MIN. I SHEET TITLE: WALL SECTIONS OVHD DOOR PER OVHD DOOR PER SCHEDULE SCHEDULE T YPICAL APPITUSTYPICAL APPARATUS BAY TYPICAL APPARATUS BAY SLAB ONSTRUCTION SLAB CONSTRUCTION- SLAB CONSTRUCTIO _CONCRETE SLAB (SEES RUCT.FOR RE SEE WALL SECTION 1/A-5.0 SEE WALL SECTION /A-5.0 - f_CONT.REBAR 0_O.C.EACH DIRECTION(SEE STRU TI 0/ FOR TYP.NOTES FOR TYP.NOTES 15 MIL.V.B.LAP AND TAPE ALL SEAMS 0/ SEE WALL SECTION 6'CAPILLARY BREAK PER H REPORT 1/A-5.0 FOR TYP.NOTES MIN.12'COMPACTED STRUC PIL PER GEOTE HNICAL REPO T 0/ SLOPE APPARATUS APRON AWAY FROM BLDG.SEE CIVIL SLOPE APPARATUS APRON COMPACTED EARTHWORK SLOPE APPARATUS APRON AWAY FROM BLDG.SEE CIVIL AWAY FROM BLDG.SEE CIVIL Pic FINISH FLOOR a - - FINISH FLOOR — - Q a PROJECT ARCHITECT — �..- - �:— Pic DRAWN BY: SEE WALL SECTION 6'PVC TIGHTLINE FO Pic R - _ 1/A-b.0 FOR ""'-a a- '- ^ a-_�-- .` �^ DOWN SPOUTS SEE CIVIL - TYP.NOTES ® • ® ; DWGS FOR LOCATION TYR ® ® - CHECKED BY: O �.. 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WA 98223 CONSTRUCTIONCOVERED ENTRY AREA 15TYPICAL WALL CONSTRUCTION CONTACT: 24GA.GALV.KYNAR FINISH SIDEMOUNT TROLLEY OPERATOR 8.4 12'STRUCTURAL CMU WALL GROUND FACE STANDING SEAM METAL ROOF PANELS 0/ - SOLID GROUT W/WR GRACE DRY BLOCK PROVIDE BLOCKING TYP.FRAMED ALL CONSTRUCTION PAUL ELLIS ICE 8 WATER SHIELD 0/ - AND MORTAR . AND ATTACH PER SEE WALL SE ION 1/A-5.0 CAPITAL PROJECTS MANAGER ROOF SHEATHING SEE STRUCTURAL O/ SEE STRUCTURAL FOR REINFORCEMENT MANUFACTURER'S RECOMMENDATIONS FOR TYP.NOT S PRE-CLEAR ROOF TRUSSES s 24'O.C. — SEAL W/12)COATS SEAAER - 360-403-4603 2X8 CLEAR T6G CEDAR CLEAR SEALER GROUND FACE CMU BOND BEAM .. 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LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. 0rd11 Ka"&p10nning CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE 116 EAST FIR STREET FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE SEAL. SUITE A INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS MOUNT VERNON, WA. 98273 WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL Phone: (360) 424-0394 PRIOR TO ANY WALL GWB INSTALLATION. II Fax: 360 424-5726 PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR LEAKAGE SEAL. PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR 6429 E STERED PROPER AIR LEAKAGE SEAL. ITECT TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE PETER TYP.TRAINING ROOM ROOF CONST. WITH ALL SUB TRADES. VENTED BLOCKING SEE WALL SECTION 8/5.2 STATE WASH NGTON (3)2'CIA SCREENED FOR TYP.NOTES SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE VENT HOLES EA.SPACE INSULATION BAFFLE REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND EXHAUST MEET ALL APPLICABLE CODES. 2X10 CEDAR FACIA 2X6 BLOCKING TYP. PRIME 6 PAINT ANEW FIRE STATION FOR: CITY OF ARLINGTON 10 2'VENT GAP FOR 24 GA.GALV.KYNAR FINIS A-62 INSTALL BAFFLES INSULATION STATION #48 ARLINGTON, WA 98223 FLASHING ATTACH TO — _ O CONSTRUCTION REQUIRED TO KEEP GAP CONT.CLEAT BEND BACK DOWN} ENTRY AREA ONTO METAL ROOF PANELS I TYP.OFFICES SLEEPER ROOF CONST. 24GA.GALV.KYNAR FINISH ift 240A.GALV.KYNAR FINISH STANDING SEAM METAL ROOF PANELS 0/ -- STANDING SEAM METAL ROOF PANELS 0/ ICE d WATER SHIELD 0/ ICE 8 WATER SHIELD 0/ ROOF SHEATHING SEE STRUCTURAL 0/ ROOF SHEATHING SEE STRUCTURAL 0/ PRE-MANUF.ROOF TRUSSES 0 24'O.C. 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TO 10TI■ 0 OVERHANGS B HEAD AND JAMB TYP. 2 8X12 HSS BEAM GALV. PRIME PAINT 8 8 A-6.1 9x4'SMOOTH ALUMINUM NAIL FLANGE ALUM.WINDOW DARK BRONZE A-6.1 DOWNSPOUT CONNECT TO COLOR TYP. TIGHTLINE TO STORM SEWER SYSTEM EXPOSED STEEL 5X5 HSS GALV. 2 PER STRUCTURAL PRIME/PAINT 2 9 A-6.1 1 1X_WOOD SILL 8 SHEET TITLE: 1X3 WD.APRON 1 _ 8' GROUND FACE CMU SILL LEDGER CLEAR LACQUER FINISH WALL SECTIONS \ I I 1 TYP.LOWER WALL CONST.0 TRAINING RM. \ COVERED ENTRY WALL CONSTRUCTION 24 GA.GALV.KYNAR FINISH METAL WALL PANELS 0/ - 8'MASONRY VENEER W/ / TYVEK COMMERCIAL WRAP SYSTEM 0/ TYPICAL OFFICE/LIVING OFFICE/LIVING TYPICAL OFFICE/LIVING WR GRACE DRY BLOCK 6 MORTAR PLYWOOD SHEATHING SEE STRUCTURAL SLAB CONSTRUCTION SLAB CONSTRUCTION ATTACH W/METAL WALL TIES 0 24'O.C. TYPICAL OFFICP/LIVING SLAB CONSTRUCTION 2X STUDS O O.C. RAISED CONC.PLINTH SEE WALL SECTION 7/A-5.2 SEE WALL SECTION 7/A-5.2 1'AIRSPACE _'CONCRETE SLAB ISEE STRUCT.FOR REINFORCING)W/ R-21 GATT INSULATION ATION FOR TYP.NOTES FOR TYP.NOTES ARCHITECTURAL CONCRETE TYVEK COMMERICAL BUILDING WRAP SYSTEM 15 IL.V RELAR 0_O.C.EACH DIRECTION ISEE STRUCT) VAPOR BARRIER TYP.LOWER WALL CONST. SACK AS REQUIRED 'PLYWOOD WALL SHEATHING 15 MIL.V.B.LAP AND TAPE ALL SEAMS 0/ GWB LEVEL 4 FINISH PRIME/PAINT SEE WALL SECTION 7/A-5.2 CHAMFER ALL EDGES 2X6 STUDS 0 16'O.C. 6'CAPILLARY BREAK PER GEOTECH REPORT 0/ MIN.12'COMPACTED STRUCT.FILL FOR TYP.NOTES R-21 BAIT INSULATION VAPOR BARRIER _ PER GEOTECNNICAL REPORT 0/ GWB LEVEL 4 FINISH PRIME/PAINT COMPACTED EARTHWORK ® s ICI ° NJ Pic —I I=1 tI II I PROJECT ARCHITECT. 0'S�` • � - _ _ c �� � I � I II I I I=��=I I_ �„�',.,..:S a'7�a aa'ir,'.�x � ., ° - - Pic DRAWN BY: • 0 i 0i0 Pic v� a CHECKED BY: .,..,v SEE WALL SECTION IN III —� —IIIIII —IIIIII —III 1/A5.0 FOR TYP.NOTES =� IIIIII � � — � IIIIIIIIIIIIIII=III DATEBRURAY 28. 2020 =� � CC � �=� �=CC � �=III=ICI—III III—ICI—III �� �� CCC � � � � ICI—ICI—III �� 111 ill �� 111 � � 11 I M 1 � lllIll 5\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME - 5 . 2 TYPICAL WALL SECTION o TYPICAL WALL SECTION TYPICAL WALL SECTION COPYRIGHT 2020 CAR-TTSARCHITCCTS.- SCALE: 3/4'=1'-0' o J SCALE: 3/4'=1'-0' A-6.4 SEE 1/A-5.0 2x_OUTRIGGERS FOR RAKE FOR TYP.NOTES SEE STRUCTURAL J CARLETTI ARCHITECTS P.S. DRIP FLASHING wddocov&pIr111Yq FLASHING BEND DOWN 24 GA.GALV.KYNAR FINISH 116 EAST FIR STREET AND ONTO METAL ROOF PANELS FLASHING ATTACH TO CONT.CLEAT BEND BACK DOWN SUITE A AND ONTO METAL ROOF PANELS MOUNT VERNON, WA. 98273 4 Phone: �360) 424-0394 FROM 2X8 P.T. 64 s Fax: 360I) 424-5726 SEE uA-5.o 2-HOUR FIRE BARRIE - 2!ii 2X4 P.T. FROM SLAB TO UNDERSIDe TYP.ROOF CONSTRUCTION OF ROOF DECK CUT TIGHT SEE 8/A-5.2 2X1O CEDAR FACIA TO FIT AROUND ROOF FRMG. FOR TYP.NOTES PRIME/PNT. MEMBERS FIRE CAULK ITECT AS REQ'D. PLATE /`.. J STATE WA911NGTON _ METAL SOFFIT A NEW FIRE STATION FOR: LINER PANELS - CITY OF ARLINGTON ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS - \- - STATION #48 _ HOLD USES BACK FROM REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO _ WALL RAMING TO ALLOW FOR ARLINGTON. WA 98223 VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE _ GWB SLIDE PAST TO MAJNTAIN - LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. - 2-HOUII FIRE BARRIER RATINS EXTEND TOP CHORD OF TJL'S TYP. ift CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE - 2X_RAKE EXTENSIONS FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE TYP.SEE STRUCTURAL SEAL. TJL'S EXPOSED PRIME/PAINT CONTACT: INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS PAUL ELLIS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL - CAPITAL PROJECTS MANAGER PRIOR TO ANY WALL GWB INSTALLATION. 360-403-4603 PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR WALL rONSTRUrTION LEAKAGE SEAL. SEE WALL SECTION 1/A-5.0 FOR TYP.NOTES PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR - PROPER AIR LEAKAGE SEAL. TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE WITH ALL SUB TRADES. SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE REFERENCES. ENSURE ALL PENETRATIONS,FENESTRATION,AIR INTAKES AND EXHAUST MEET ALL APPLICABLE CODES. 8 18-261 ACP CEILING A-62 - FIRE BLOCKING T.O.CMU REVISIONS: MAX.10'-0 D.C. I 5/29/20 PERMIT SUBMITTAL 7/8/20 BID SET 2X6 SDS 0 FIRE BARRIE WALL IRS,LAY GW 16'O.0 R-21 B INSULATI N TYP MASONRY WALL 'ONSTRUCTtON 121 LAY RS 'X'OWE, SEE WALL SECTION 4/A-51 FOR TYP.NOTES SHEET TITLE: WALL SECTIONS TYPICAL APPARATUS BAY TYPICAL OFFICE LIVING SLAB ONSTRUCT�11 TYPICALAPPARATUS A SLAB CONSTRUCTION SEE WALL SECTION 7/A-5.2 SLAB CONSTRUCTION SEE WALL SECTION 1/A-5.0 FOR TYP.NOTES SEE WALL SECTION 1/A-5.0 FOR TYP.NOTES FOR TYP.NOTES - /1 FINISH FLOOR SLOPE TO DRAIN — — — ,° Pic a .. 4 PROJECT ARCHITECT: a Pic - - DRAWN BY, O Pic ® ® ® CHECKED BY: O FEBRURAY 28, 2020 DATE III IIIIII III � � � i� 5\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME A � 5 . 3 TYPICAL WALL SECTION 10 TYPICAL WALL SECTION COPYRIGHT 2020 CAR-TTI ARCHITCCTS.PS SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' SLOPED CONC. INSULATE W/VINLY 5'DIA.SCHED.40 SCRIM PAPER GALV.PIPE FILL W/ CONC.(PAINT FINISH) LASPHALT ^� MICKER STRUC URE ABOVE I RUBBER BAT LVT ' N SEE WALL TYPES OINT .r ALUMINUM METAL ANCHOR ONCRETES. C.ARLETTI ARCHITECTS P.5. 01d*ocu010&R-11 BATT INSULATION PARTITION 2 FT EACH WAYET CHOR a 24•G.C. 116 EAST FIR STREET OR A.B.A �< a OR A.B PER STRUCT. SUITE A O f t ILING RUNNER W/A.C.P. MOUNT VERNON, WA. 98273 a° a a COMPACTED CRUSHED FASTEN RUNNER TO PARTITION BASE 6 FINISH CC) ROCK PROVIDE ACOUSTICAL SEALANT /—PER SCHEDULE Phone: 13601 424-0394 CONCRETE SLAB AT ALL GAPS BETWEEN CLG 360 I 11 CONCRETE PER STRUCTURAL - 8 PARTITION Fax: 424-5726 NOTE: 6/8'GWB BOTH SIDES SEE PLAN FOR IN SOME CONDITIONS I LOCATION OF SEE WALL TYPES e4z9 E STERED BOLLARDS ITECT 19 BOLLARD DETAIL 18 TRANSITION LVT TO ALE• 3•=1'-0• 17 PARTITION HEAD PARTITION BASE P�p'E6 wASHNGTON SCALE: 1'=1'-0' RUBBER MATS GYM SCALE: 3'=1'-0' �6 SCALE: 3'=1'-0' A NEW FIRE STATION FOR: /8'TYPE X GYPSUM BOARD 0/ CITY OF ARLINGTON VAPOR BARRIER 0/ STATION #48 2X6 WOOD STUDS 0 16.O.C. ARLINGTON. WA 98223 - R-21 BATT INSULATION n --� 8'CMU SOLID GROUT PRIME/PNT. OUTSIDE -- ROOM 5/8'TYPE X GYPSUM BOARD FRP 0/ 5/8 TYPE X GYPSUM BOARD CONTACT: ' 5/8'TYPE X GYPSUM BOARD 0/ 0/2X6 WOOD STUDS 0 16'O.C. 12 0/2X4 WOOD STUDS 0 18'O.C. PAUL ELLIS W/1/2'PLYWOOD PRIME/PNT. 2X4 WOOD STUDS 0 16'O.C. W/5/8'TYPE X GYPSUM BOARD PNT. SOUND BATT INSULATION W/ W/R11 SOUND BATT INSULATION W/R71 - 5/8'TYPE X GYPSUM BOARD 1� CAPITAL PROJECTS MANAGER D FINISHED ROOM LEVEL 4 FINISH PRIME/PNT. SEE STRUCTURAL WGS. FOR 360-403-4603 OPPOSITE SIDE )FRP TO 8'-0' DECON/BUNKER ROOM PLYWOOD SHEAR WALL LOCATIONS A.F.F.AT APP BAY OR HALLS ON ALL WALL TYPES TYP. IN APP BAY) 14 15 NOTE:6-5/4'WIDE 11 CONC.CURB — �WALL TYPE WALL TYPE WALL TYPE WALL TYPE SEE DETAIL 8 ON SHEET A-8.3 SEE DETAIL 8 ON SHEET A-6.3 1. TILE GOES FULL HEIGHT 0 1. TILE GOES FULL HEIGHT 0 SHOWER STALLS SHOWER STALLS 2. PROVIDE SCHULER STRIP 0 TILE 2. PROVIDE SCHULER STRIP 0 TILE EVISIONS: TO WALL TRANSITION TO WALL TRANSITION 5/29/20 PERMIT SUBMITTAL . NOTE:GREEN BOARD PNT i NOTE:GREEN BOARD PNT 7/8/20 BID SET ABOVE TILE `i i ABOVE TILE i J i 5/8'PLYWOOD 0/ FRP 0/ FRP 0/ i TILE WAINSCOT 0/ i j/i- 2X6 WOOD STUDS 0 16'O.C. 5/8'TYPE X GYPSUM BOARD 0/ 5/8'TYPE X GYPSUM BOARD 0/ i BACKER BOARD 0/ i `-�1 i TILE WAINSCOT 0/ 5/8'TYPE X GYPSUM BOARD 2X4WOOD STUDS 0 18'O.C. 2X4 WOOD STUDS•18'O.C.W/R11 i 1/2'RC CHANNEL 0/ i -- i 5/8'BACKER 50ARD 0/ W/FRP TO 8'-0'A.F.F.8 8'CMU SOLID GROUT PRIME/PNT. SOUND BATT INSULATION W/ i 1/2'SHEATHING 0/ i i i 1/2'RC CHANNEL 0/ LEVEL 4 FINISH PRIME/PAINT ABOVE 5/8'TYPE X GYPSUM BOARD i 2X6 WOOD STUDS O 16'O.C.W/R11 i i 2X6 WOOD STUDS 0 16'O.C.W/ LEVEL 4 FINISH PRIME/PNT. .: i SOUND BATT INSULATION W/ i --- i R11 SOUND BATT INSULATION W/ i 5/8'TYPE X GYPSUM BOARD PNT. i _ .��� i 1/2'RC CHANNEL W/ APP BAY ROOM APP BAY DECON FINISHED DECON i i ) i TILE WAINSCOT 0/ INTERIORS HEATED ROOM BUNKER ROOM 6/8'BACKER BOARD OPPOSITE SIDE 10 NOTE:8-3/4'WIDE NOTE:4-1/8'WIDE NOTE:4-1/8'WIDE CONC. SHEET TITLE. CONC.CURB CONC.CURB CURB DETAILS WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE 010 SCALE: 3'=1'-0' / SCALE: 3'=1'-0' SCALE: 3'=1'-0' 1. TILE GOES FULL HEIGHT 0 1. TILE GOES FULL HEIGHT 0 SHOWER STALLS SHOWER STALLS 2. PROVIDE SCHULER STRIP 0 TILE 2. PROVIDE SCHULER STRIP 0 TILE TO WALL TRANSITION TO WALL TRANSITION NOTE:WALL.INSULATION. - HAT CHANNEL.AND GWB i GREEN BPARD PNT " GREEN BOARD PNT TO BE FRAMED FULL ABOVE TILE ABOVE TILE T ------------ ' HEIGHT TO B.O.ROOF i' - TRUSSES 5/8'TYPE X GYPSUM BOARD Pic - i.. 5/8'TYPE X GYPSUM BOARD 0/ i 5/8'TYPE X GYPSUM BOARD PROJECT ARCHITECT TILE WAINSCOT 0/5/8' W/�'PLYWOOD PER STRUCTURAL 1/2'RC CHANNEL TAG SIDE ONLY 0/ f\ i TILE WAINSCOT 0/5/8' 0/2X4 WOOD STUDS 0 16'O.C. 2X4 WOOD STUDS 0 16'O.C.W/ - i BACKER BOARD 0/ - BACKER BOARD 0/ SHEAR WALL SCHEDULE PJC i.. i - W/R11 SOUND BATT INSULATION R11 SOUND BATT INSULATION W/ i 1/2'RC CHANNEL W/ 1/2'RC CHANNEL W/ 0/2X6 WOOD STUDS 0 16'O.C.W/ DRAWN BY: i _ R21 SOUND BATT INSULATION W/5/8'TYPE X GYPSUM BOARD PNT. 5/8'TYPE X GYPSUM BOARD PNT. i 2X4 WOOD STUDS 0 16'O.C.W/ 2X6 WOOD STUDS 0 16'O.C.W/ --_/ R11 SOUND BATT INSULATION W/ ' R71 SOUND BATT INSULATION W/ _ W/B'TYPE X GYPSUM BOARD Pic 5/8'TYPE X GYPSUM BOARD PNT. 5/8'TYPE X GYPSUM BOARD PNT. CHECKED BY: MAY 18, 2020 DATE � p S\ARCH\18 261 DETAILS COMPUTER FILE NAME A � 6 . 0 LJ LJ _- LJ WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE CGPYRIGHT 2019 CARL[TTI ARCHITECTS,P.G. SCALE: 3'=1'-0' 2 SCALE: 3'=1'-0' I SCALE: 3'=1'-0' GENERAL NOTES: 1. SEAL ALL TYVEK:JOINTS AND PENETRATIONS WITH APPROVED TAPE. TYPICAL WALL (ex.DUPONT CONTRACTOR TAPE). SIDING DOOR PERSCHEDULE 2. FASTEN TYVEK.TO SHEATHING WITH LARGE HEAD NAILS TYVEK COMMERCIAL WRAP OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPSI SHEATHING(PER STRUCTI 3. ALL SIDES WINDOWS JAMBS SILLS AND HEADS TO RECEIVE FLEXWRAP WOOD STUDS INSTALLED PER MANUFACTURERS INSTRUCTION. BATT INSULATION STOREFRONT WINDOW 4. ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS VAPOR RETARDER PROVIDE MANUFACTURER'S DETAILS TO BUILDING INSPECTOR AT TIME OF o I GYPSUM BOARD SHIM SPACE WESTHERIZATION INSPECTION. o LAP AND TAPE TYVEK :------_____ THRESHOLD RLETTi ICo ' AT JOINTS 1 X 3 WD /: - BOTH SIDES SLOP1/87FE SET INTO SEALANT 1�16A EAST RroSTREET&O S ARCHITECTS 6� 5/8'GWB 9LOPE MAX.1/2'THRESHOLD 1� o SEAL RUN LONG PAST JAM 1 BUTTON CAP STAPLE FASTEN TYVEK,WFLEXWRAPM ® o FASTENERS TYPICAL SUITE A CORNER USING MECHANICAL ✓ PER MANUFACTURERS a Q CONC FOUNDATION MOUNT VERNON, WA. 9827: FASTENER o m DIRECTION 5/8'GWB - ' IC BOTH SIDES a Phone: I360 424-0394 INSTALL FLEXWR — STOREFRONT WINDOW Q FOX: `360) 424-5726 AROUND PERIMETER OF OPENING 1/2'COMPRESSIBLE O' D' JOINT FILLER JL SHIM SPACE SE s ELASTOMERIC SEALANT ease E STERED CONC SLAB ITECT SLOPE 01/87FT, PE'fSR 019 WINDOW DOOR WALL_ WRAP DETAIL 18 STOREFRONT INT. SILL 17 STOREFRONT INT. HEAD EXT. THRESHOLD A. SCALP: N.T.S. SCALE: -0' SCALE: -0' 1 6 SEE 18/A-6.1 SCALE: 3'=1'-0' METAL CLOSURE TRIM STRAIGHTFLASH VF TO CONT.VAPOR 24 GA.GALV.KYNAR FINISH SEALTYVEK AND FRAME BARRIER METAL WALL PANELS A NEW FIRE STATION FOR. WD STUD WALL PER LLL METAL WALL --_ CITY OF ARLINGTON LLL WALL TYPES CMU LLLL PANELS BACKER ROD/SEALANT L—L STATION #48 VENEER L L 1/2'PLYWOOD W/ I L ARLINGTON, WA 98223 WD STUD WALL PER LL TYVEK COMMERCIAL R-11 SOUND BATTS WALL TYPES 1'AIR L—L R WA SYSTEM LL WA M PRIME/PAINT FILL LLL TYVEK COMMERCIAL HM DOOR AND FRAME RP Y SPACE L R-10 RIGID RP SYSTEM I L -01 SOUND BATTS W/INSUL FOAM LLL INSULATION . L L SEAL BOTTOM USING L LL 1N HEADER L SHEATHING 9' STRAIGHT FLASH 5/8'TYPE'X'GWB LLL VOID —L BOTH SIDES. TYVEK COMMERCIAL WRAP LLL R-10 RIGID L L CONTACT: DETAIL 10/A•6.1 LLL 2 X 6 INSULATION IN L L FRAMING PAUL ELLIS HOLLOW METAL DOOR WEEPS 0 24'O.C. - CONT HEADER VOID L L 1/2'SHEATHING FRAME PRIME/PNT. 4 X 4 X 1/2 - VAPOR L_ HEADER PER STRUCTURAL CAPITAL PROJECTS MANAG GALV STEEL ANGLE PNT. - z BARRIER 360-403-4603 PERM-A-BARRIER ANCHORING 5/8'GWB W/V.B.PNT. UP WALLL MIN.0'LAP BLDG.XTEND in UP WAN END DAMS E PER STUCTURAL 11 � SEAL TYVEK STRAIGHTFLASH DOOR PER PAPER MIN 6'0/FLASHING VF TO EXTERIOR SHEATHING DOOR SCHEDULE PNT. HOLLOW METAL DOOR SEALANT W/WEEP GWB PAINT TYP. AND DOOR FRAME FRAME PER SCHEDULE TUBES MTL FLASHING 5/8'TYPE'X'GWB1 DOOR PER SCHEDULE SEALANT BOTH SIDES. /, WINDOW PER SCHEDULE GATT INS", LCONT.VAPOR BARRIER HM DOOR AND 5/8'GWB BARRIER PER SCHEDU EFFILME W/V.B.PNT. Lu� W/INSUL.FOAM G INTERIOR H.M.D. JAMB INTERIOR H.M.D. HEAD BRICK WDO HEAD EXT. H M F JAMB 11 EDETAL 19/A6.1 HEAD SCALE: 3'=1'-0' 18-261 DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' 1 4 SEE DETAIL 19/A-6.1 FOR W.B. SCALE 3'=1'-0' TURN UP TYVEK FLEX RAP METAL WALL PANELS BATT INSULATION MTL SIDING AND ADHERE TO WOOD TYVEK COMMERCIAL WRAP SYSTEM 5/4 WD SILL W/1x3 APRON CMU W/MIL VAPOR SILL PLATE SEALER TYP. REVISIONS: BARRIER 1/2'SHEATHING 5/8'GWB V.B.PNT. SEALANT 6 BACKER 5/8'GWB CONT.VAPOR ROD TYP.I IF WALL IS 5/29/20 PERMIT SUBMITT _ 1 SEALTYVEK FLEXWRAP BARRIER IRE RATED USE FIRE-RATED TYVEK COMMERCIAL X_WD SILL TO TYVEK SEALANT 7/8/20 BID SET 2X6 FRAMING W/ WRAP CAULK CONC.SLAB SAWCUT JOINT PER PLAN BATT INSUL. LLI 1X3 APRON BACKER ROD PREFORMED RUBBER FILL BACK OF LLL AND SEALANT CONTROL JOINT HEADER W/R-10 - MTL.'L'FLASHING / FLANGE WINDOWCOMPRESSIBLE IL LLL \ / TYVEK STRAIGHTFLASH 2 X 8 FRAMING JOINT FILLER W/ INSUL.PER CODE _ L VF z .R.RO A D S ALA T 'C'CLOSURE CONT.VAPOR —L SEAL BOTTOM USING NEOPRENE CLOSURE BATT INSUL STRAIGHTFLASH u BARRIER —. w 3'TYVEK TAPE 1/2'SHEATHING VF TO SEAL TO a LL - 1/2'SHEATHING W/ W/TYVEK — TYVEKAND L MTL L TRIM ATTACHED TYVEK COMMERCIAL COMMERCIAL WRAP_______—_ ________ WINDOW FRAME El El z CONT.VAPOR 5/8'GWB HEAD 8 LLL' — W/GASKETED SCREWS BARRIER WRAP SYSTEM JAMB W/J TRACK. 3 0 48'O.C. BACKER ROD CORNER BEAD 6 AND SEALANT SEALANT.TYP. MTL TRIM NOTE: MAX.SPACING OF CONTROL MTL L FLASHING FLASHING JOINTS 0 52'-0'O.C.(L•2xH) BEYOND TOREFRONT WINDOW BATT INSULATION TO MATCH ExIsrlNo SHEET TITLE: 1' MTL WALL PANELS NEOPRENE CLOSURE DETAILS SET 1N SEALANT �2�=��2 @METALNAIL FLANGE JAMB CMU EXPANSION JOINT (�)SAW CUT SLAB .B. SCALE: 3'=1'-0' `y SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' 7 SCALE: 1-1/2'=1'-0' SCALE: 1-1/2'=1'-0' WINDOW PER SEALANT SCHEDULE CONT.VAPOR BARRIER BATT CMU BACKER ROD 6 1'-2P INSULATION VERIFY W/DOOR MANUF.ADJUST SEALANT SEALANT -------------?F 1X_MOP SILL 5/8'TYPE'X'GWB 1'-0}' AS REQ'D TYP.PNT ::� *-----------� 8'CMU SILL 5/4 WD 0- ALVANIZED.PAINTED'C'CHANNEL -- -_-_---- f CAP SILL W/ix3 APRON ' 0/CONC.TILT WALL BEYOND 1X9 MOP APRON CLEAR SEALER TYP. CMU M1 INSULATED OVERHEAD DOOR TYP.PNT CORNER BEAD(TYPI J RUNNER ITYPI VERIFY TOLERANCE W/DOOR SEALANT(TYPI Pic ' MANUF./SUPPLIER PERMA IER PROJECT ARCHITECT <.. 0FLASHING X2'XYtis GALV.STL.ANGLE CONT. 7 SHIM AS REQ'D(TYPI PJ ' SET FLUSH TO . .. RECESS R ASPHALT PAVING PER ON(31 IDES. START F FENS C CONC SLAB DRAWN BY. ., FACE VENEER —WINDOW PER RUN TO WALL SCHEDULE UP WALL OVER TOP `. '` 1/2'SHEATHING PJC CIVIL MATCH EDGE T BACKER ROD 6 WELDED NELSON STUD ON BACK pLATE DOWN 1}'TYP. CHECKED BY: SEALANT ' ' OF ANGLE STRAIGHTFLASH VP TO SLOP SI nPR EACH AND.W/END SEAL TO TYVEK AND • -- DAMS AND WEEPS WINDOW FRAME MAY 18, 2020 1'-2i _ BACKER ROD 6 DATE LDOOR AND FRAME PER - SEALANT(TYP) DOOR SCHEDULE VERIFY W/DOOR MANUF. CAP FLASHING IN ADJUST AS REQ'D BED OF SEALANT TYVEK COMMERCIAL WRAP S\:ARCH\18-261 DETAILS PUNCH AND DIMPLE FRAME DOOR AND FRAME PER COMPUTER FILE NAME ATTACH W/EPDXY ANCHORS LGROUND FACE CMU OR WIRE TIES FILL HOLES W/ DOOR SCHEDULE 4'HEAD 0 CMU CONC.SLAB ON HOLLOW MTL. FRAME OPENINGS ONLY(2' GRADE SEE STRUCT. NOTE:PROVIDE VENEER T E PER NOTE:PROVIDE VENEER TIES PER CMU VENEER RONDO PRIME/PAINT FOAM INSULATION -- SECTION MANUF.RECOMMENDATI MANUF.RECOMMENDATIONS 1'AIR SPACE A � 6 . 1 ELSEWHERE] EXT. H.M.D. JAMB @CMU EXT. H.M.D. HEAD @CMU OVERHEAD DOOR SILL n TYP M AP CMU WDO JAMB + SCALE: 3'=1'-0' 4 SCALE: 3'=1'-0' 2 SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 1 SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' COPYRIGHT zo,o CARLGTTt ARCHITECTS.P SCALE: 1-1/2'=1'-0' TYVEK COMMERCIAL WRAP 24 GA.METAL ROOF PANELS 0/ 24 GA METAL ROOF 4'CMU VENEER ICE d WATER SHIELDj PANELS STANDING SEAM 1'AIR SPACE TYPICAL RUN DOWN FACIA MIN.2' KYNAR FINISH WAINSCOT,ATTACH TO EXTENDED CAULK/SEAL SILL WALL W/0GALV.24' MASONRY 'L'CLIP ATTACHED TO WALL TRUSS TAIL FLASHING 4'MINICE AND WATER SHIELD PLATE TO SLAB TYP. ANCHORS s 24'O.C. FOR SHROUD ATTACHMENT ONTO ROOF0/PLYWOOD ROOF SHEATHING _ PROVIDE WEEPS• RUN DOWN RAKE MIN.2' BE CUT SLAB BOTTOM COURSE GASKETED TEK SCREW INSULATION TYP. 24'O.C.TYPICAL - - 24 GA MTL FLASHING W/ PERM-A-BARRIER PIN SHROUD TO CLIPS W/ CONT.DRIP KYNAR FINISH WALL FLASHING S.S.FASTNERS RUN UP WALL 6'MIN. 2X8 CEDAR FACIARUN ICE AND WATER SHEILD • RUN THROUGH WALL CLIPS/PINS 24'O.C. i PNT DOWN FACIA FACE MIN.3' �ARLETTI ARCH IT€CTS F CAVITY TO EDGE i CONTINUOUS MORTAR NET IN - CLEAT TYP. archft=re pIanNn; BOTTOM 24' KITCHEN HOOD DUCT WRAPPED IN � 8'GUTTER ' PEA GRAVEL FIRE TAPE PER MECHNICAL - i 116 EAST FIR STREET #4 DOWEL• SUITE A • 18'O.C. METAL SOFFIT LINER _ STAINLESS STEEL SHROUD TO WRAP/ PANEL WITH'J' 2X70 CEDAR PRIME AND PAINT MOUNT VERNON. WA. 98273 CONCEAL AROUND HOOD DUCT RUN CLOSURE AND VE T FROM HOOD TO CEILING ABOVE AS REQUIRED OWNSPOUT APPROX.6' TO MATCH GUTTER Phone: 360 424-0394 2X-OUTRIGGER PER STRUCTURAL Fax �360� 424-5726 TIGHT LINE • •T LINE OF FASCIA BO. RUN PAST GUTTER 6429 E STERED FOOTING DRAIN AS SHOWN TYP. ITECT TT AT FACIA RAKE DETAIL P>� I GU ER � C B R C K VENEER KITCHEN T C HOOD SHROUD O D ernTe NASHIRCTON HEN H U 024 SCALE: 1 1/2'=1'-0' I SCALE: 1-1/2'=1'-0' 8 SCALE: 17 7 SCALE: 3'=1'-0' 1 6 NEOPRENE CLOSURE L. A NEW FIRE STATION FOR: MTL.WALL PANELS MTL SIDING RE-FAB VENT CAP CITY OF ARLINGTON 8'CMU SEE MECH.DWGS STATION #48 TYVEK COMMERCIAL PROVIDE CRICKS METAL TRIM NEOPRENE CLOSURE WRAP FOR DRAINAGE ARLINGTON, WA 98223 L= MTL.TRIM \J(\ RIM 2x6 FRAMING VFVEK STRAIGHTFLASH OVER E3 I MTL TC RB / \ SEAL BOTTOM USING UP 6 OVER TL IC CURB NG UN MECH.FASTNER TYVEK COMMERCIAL 3'TYVEK TAPE ,< CONTACT: WRAP MTL L TRIM ATTACHED 3 PROJECTS MANAGE 1/2'PLYWOOD W/GASKETED SCREWS z .-' MW/DMECB DWGS.COORDINATE 6TC CURB ail PAUL ELLIS •48'D.C. CAPITAL 1/2' CEDAR SHIM FOR SLOPE s 5/8'GWB B.R.6 SEALANT BLOCKING BETWEEN BREAK LINe360-403-4603 SHEATHING BACKER ROD TRUSSES TYP. TYVEK COMMERCIAL 6 SEALANT - ; BATT INSUL. 24 GA MTL yyRgp STOREFRONT WINDOW 24 GA.MTL. 2x6 FRAMING ROOFING TYP. 5/8'GWB xe FRAMING FLASHING TUCK V.B.PNT. 77TL WALL PANELS - 1 . UNDER MTL SIDING R-21 BATT INSUL. BATT INSUL. CONT.VAPOR CMU VENEER PLAN CONT.VAPOR BARRIER GWB V.B.PNT. MANUF.RECOMMENDATIONS MMENDATIONS ROVIDE VENEER S PER 1 Att INSU N BARRIER PLAN 1'AIR SPACE 1/2 SHEATHING. SECTION METAL WALL PANELS METAL WALL PANELS 13 CMU VENEER TO SIDING CMU WINDOW HEAD MECH. CURB 14 SEXT. CORNER 11 SCALE: 3'=1'-0' INS I D E CORNER SCALE: 3'=1'-0' SCALE: 3'=1'-0' 1 2 SCALE 3'=1'- SCALE: 1-1/2'=1'-0' 18-261 ONT.VAPOR BARRIER ATT 1SULATION CONT.VAPOR BRICK VENEER ANCHOR TO I-CPRE-FAB TRUSSES BARRIER WALL PER MANUF. MTL CORNER REVISIONS: RECOMMENDATIONS BEAD �ll�— �A 5/29/20 PERMIT SUBMITTA 2x6 FRAMING 8'CMU __ _________ ________ TYVEK COMMERCIAL / \ 7/8/20 BID SET WRAP \`(1 U STOREFRONT WINDOW \1 \1 5/8'GWB SET IN SILL PAN 2x6 FRAMING J W/END DAMS 1 v SET PAN IN SEALANT 1'AIR SPACE Ll X 6 T&G CLEAR BED TYP. --- CEDAR SIKKENS CLEAR 1'AIR SPACE BRICK VENEER CAULK BATT INSUL. B.R.6 SEALANT 1/2'PLYWOOD METAL C CLOSURE AND NEOPREN CLOSURES TYP. CONT.VAPOR BACKER ROD AND 1/2'PLYWOOD BARRIER METAL WALL SEALANT PANELS TYVEK METAL WALL PANELS--,"I, COMMERCIAL STOREFRONT 5/8,GWB 2X6 FRAMING W/ W/CLOSURE TRIM ANDWRAP 8'CMU WINDOW - ; GATT INSUL. i' BATT INSULATION NEOPREN CLOSURES SHEET TITLE: ! 1/2'SHEATHING / NOTE PROVIDE VENEER `i NOTE:PROVIDE VENEER T]ES PER PLAN 1'RAPK COMMERCIAL TIES PER MANUF. - B.R.6 SEALANT DETAILS MANUF.RECOMMENDATIONS RECOMMENDATIONS PLAN OUTSIDE CORNER SOFFIT AD TRANS CMU VENEER TO CMU WINDOW SILL CMU WINDOW JAMB 1 O BRICK SCALE: 3'=1'-0' 9 SCALE: 3'=1'-0' 8 MTL. WALL PANELS SCALE 3'•1'-0' 7 SCALE: 3'=1'-0' 6 SCALE: Y-V-0' BACKER ROD AND MTL CORNER BEAD BATT ISULATION PRE-PAD TRUSSES BATT INSUL. SEALANT METAL 2x6 FRAMING 1/2'SHEATHING 5/8'GWB PANELS WALL BRICK VENEER W/1' J f/ AIR GAP MTL SIDING TYVEK COMMERCIAL 1/2'PLYWOOD QZ5/8'GWB WRAP TYVEK COMMERCIAL t.' TYVEK STRAIGHTFLASH WRAP CONT.VAPOR RBARRIER � NELS EAAL BOTTOM USING DRIP LASH TAPP--METAL WALL AOVERONTO 2x8 FRAMING Pic / PROJECT ARCHITECT: HING AND TYVEK WRAP Pic v, % / DRAWN BY: \ / L TRIM ATTACHED 1/2'PLYWOOD BATT INSUL. _ GASKETED SCREWS - Pic DRIP FLASHING 1 X 6 .MTL.'L'FLASHING '� COVE WLYWOOOD BARE CONT.VAPOR _ CHECKED BY: O.C. CAULKTAL 1/2'PLYWOODNOTE:PROVIDE TYVEK COMMERCIAL PNT. TYVEKMAY 18. 2020 VENEER TIES WRgp TONGUE AND WEATHER BARRIER FLASHING TYP. BARRIER COMMERCIAL WRAP DATE PER MANUF. GROOVE IP EDGE 5/8 GWB S\:ARCH\18-261 DETAILS RECOMM. CONT.VAPOR V.B.PNT.\ CEDAR STAIN .BARRIER R ROD AND PER TRUC.LMU WALL R PLAN A NINSUL. MANJFI COMPUTER FILE NAME T�\ T AIR SPACE 2'CONT.MTL SEALANT P VENT NOTM PROVIDE VENEER TIES PER PLAN DARKRIBRONZE RECOMMENDATIONS 5 INTERIOR CORNER 4 SOFFIT MTL TRANS. 3 METAL WALL PANEL 2 1 CMU TO SIDING CORNER A � 6 . 2COPYRICa HT 2010 CARL2TTI ARCHITCCTS,PS + C M U VENEER SCALE: 3'=1'-0' SCALE: 3'=1'-0' TRANSITION SCALE: 3'=1'-0' SCALE: 3'=1'-O' SUPPORT WIRES VERTICAL 0 GA HANGER SPACED VERTICAL STRUT NOTE:INSTALL SUSPENDED CEILING SYSTEM PER SEE A.C.T.SWAY 4'-0'O.C.ALONG MAIN RUNNER TO 0 12'-0'O.C. WALL MANUFACTURE'S ICC EVALUATION REPORT. BRACE DETAIL.TYP.12 GA.MIN. ALL WIRE TIES ARE TO BE 131 STRUCTURE ABOVE. / VERTICAL STRUT CAPABLE TIGHT TURNS AROUND ITSELF COMPRESSION STRUT 012'-0'O.C. / WITHIN 3'. 8' MAX. OF RESISTING VERTICAL 12 GA.SWAY SUPPORT LOADS 0 S12'-0'O.C. (4)12 GA WIRES SECURED TO MAIN WIRES 0 12'-0'O.C. MIN. BEGINNING i8'-0'FROM WALL RUNNER. SPLAY DOD FROM EA OTHER,N.T.E. 0 GA.SUSPENSION WIRE O O O VERT.STRUT: C:ARLETTI ARCHITECTS P.S. RESTRAINT POINTS SHALL 45 FROM CLG PLANE. RBE PLACED IZONTAL / 0 4-0'O.C. Q �'EMT CONDUIT UP TO 6' archkKwro&pbnniig 12'-0'O.C.IN BOTH DIRECTIONS.W/ COLD ROLLED CHANNEL g EMT CONDUIT UP TO 8'8' 116 EAST FIR STREET THE FIRST POINT WITHIN 4'-0'FROM 0 4-0'O.C. �'�t 1'EMT CONDUIT UP TO 10' 45 EA WALL. SECURE TO STRUCTURE 16 GA.TIE WIRE � WALL MOLDING S OR SUITE A \ ABOVE. MIN. .0 1t METAL STUD(25 GAUGE) MOUNT VERNON. WA. 98273 MAX �P<N UP TO 6'-2' \ 1 1/2'COLD ROLLED CHANNEL 0 2t METAL STUD(25 GAUGE) Phone: I360II 424-0394 0 4'-O'O.C. 5/8'GWB O O h P1� UP TO 10'-6' FOX: (360) 424-5726 7/8'HAT CHANNEL o 0 0 0 0 o VI F NO USE HEAVY DUTY 0 2'- O.C. CROS T-BAR GRID SYSTEM S NOTE:(1)END OF CEILING GRID SHALL BE ATTACHED TO WALL r�P e�29 E STUD HAT CHANNEL NOTE:INSTALL SUSPENDED CEILING SYSTEM PER MOLDING.THE OTHER END SHALL HAVE A 3/4'CLEARANCE FROM ITECT 0 2-0'O.C. MANUFACTURE'S ICC EVALUATION REPORT. WALL 8 FREE TO SLIDE.GRID SHALL BE ATTACHED AT 121 ADJACENT WALLS(POP RIVETS OR APPROVED METHODI NOTE:SUSPENDED CLG SHALL BE INSTALLED PER ASTM C656, 5/8'GWB CISCA ZONES 5-4 8 ASCE 0.6.2.6.2.2 PETER STATE WA9iNCION SUSPENDED GWB (I o� WIRE TIES GRID AT WALL ` 15,,� CEILING BRACE 1 SCALE: 3'=1'-0' 1 N.T.S. I N.T.S. 1 N.T.S. 1/4'TH.STL.WELDED TO STL. A NEW FIRE STATION FOR: NOTE:THIS DETAIL EXISTING VENT ANGLE 6 BOLTED TO DBL WD STUD CITY OF ARLINGTON IS SUITABLE 12" DIA. VENT ALL WOOD TO BE FIRE TREATED NOTE INSTALL SUSPENDED CEILING SYSTEM PER PIPE STATION #48 VERTICAL 12 GA,HANGER WIRE MANUFACTURE'S ICC EVALUATION REPORT. FOR MAX.18' (HV7) N SPACED 4'-0'O.C.ALONG MAIN BEAM #12 GA.WIRE HANGER TO DIAMETER PIPES MIRROR TO STRUCTURE ABOVE. STRUCTURE AT EACH ARLINGTON. WA 98223 f 4"PLASTIC LAMINATE STAINLESS /// BACKSPLASH.PL-1 CORNER OF FIXTURE STEEL DRAW BAND GA. MTL CUT RUBBER BOOT TO 20X 1/4-14 x 1 1/8` S.S. ME MECHANICALLY SEAMED 1O SOLID SURFACE COUNTER W/ 141 12 GA.WIRES SECURED TO HD METAL STORM SMALLER THAN PIPE ROOF STITCH FSNR STANDING SEAM ROOFING UNDER MOUNT SINK MAIN BEAM WITHIN 2'OF ATTACH SLACK WIRES COLLAR.FINISH DIAMETER ///// (702**) AT 4"O.C. SLR VENT 2x CONT. CONNECTION OF VERTICAE STRUT TO DIRECTLY TO FIXTURE TO MATCH ROOF FASTEN BOOT TO PANEL AROUND PERIMETER MAIN BEAM SPLAYED 90 DEGREES AT DIAGONAL CORNERS AT V O.0 WITH A CONT.BED OF BASE BASE(VB12) < r CONTACT: FROM EA.OTHER 45 DEGREES MIN. OF SEALANT BETWEEN - " a EL PAUL ELLIS 90 FROM CLG PLANE.LATERAL FORCE BOOT 8 PANEL.FASTEN w BRACING SHALL BE PLACED 12'-0'O.C. W/#14 X 1'METAL WOOD - > CAPITAL PROJECTS MANAGER IN BOTH DIRECTIONS.W/THE FIRST 0 1'0. �> ;� 360-403-4603 N ti fff POINT WITHIN 6'-0'FROM EA WALL. 1x4 BLOCKING AT BRACE SECURE TO STRUCTURE ABOVE. �"` �� 3/4'PARTICAL BOARD w/ EASED CORNER ATTACH FIXTURE TO j 2"x2"x24"LG.STL.ANGLE BRACE �HD MAIN BEAM 3/16" x 7/8"TAPE '.-_/ r THRU BOTT.0 STUD WITH 141 CEILING SUSPENSION NOTES: A.C.T. SYSTEM WITH POSITIVE 1.12"DIA VENT CAN NOT BE IN TA MASTIC (80068) 1/2'DIA.M.B.,COLRD.w/ CLAMP DEVICES HAVING A7 THE RIDGE LINE OR IN THE FlRS7 AT PERIMETER PLUMB'G NOT TO EXCEED CROSS RUNNER CAPACITY OF 100X OF PURLIN SPACE OFF 11 RIDGE. 48'O.C. LIGHTING FIXTURE WEIGHT 2.FIELD LOCATE AND CUT OPENING INSULATION WRAP OVER ALL DRAIN NOTE:HANGER 6 PERIMETER WIRES MUST BE PLUMB WITHIN 11N 6 IN ANY DIRECTION IN SEAMED EA HORIZON UR PAN L FOR p• AND WATER SUPPLY PIPES PER ICC UNLESS COUNTER SLOPING WIRES ARE PROVIDED. "MAX TYP NOTE,WHEN A PENETRATION OCCURS THROUGH THE PANEL SIDELAP.INSTALL A117.1-2000 SECTION 606.6 INSULATION GUNNABLE CAULK FROM THE PENETRATION TO THE RIDGE.PEAK OR ENDWALL RETAINER (IR2) KNEE BRACE AS REQUIRED TO PREVENT WATER FROM RUNNING DOWNHILL INTO THE OPENING OPTIONAL RP OR P-LAM WAINSCOT PER FINISH SCHEDULE 15 A.C.T. SWAY BRACE 14 LIGHT FIX. SUPPORT �3 PLUMBING VENT DETAIL �2 ROOF VENT DETAIL �� LAVATORY DETAIL 18-261 N.T.S. N.T.S. SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' BATT INSULATION GWB EA.SIDE TYP. REVISIONS: FRP TO BTM OF INTEGRAL REBAR CLIPS U.N.O.AS PLYWOOD WD STUD P.T.SILL 5/29/20 PERMIT SUBMITTAL CLG.FRAMING ABOVE SEE WALL TYPES W/A,B,ISPACING PER FRP MANUFACTURED EDGE e - e CAST IRON GRATE RUN FRP PANEL t Y STRUCTURAL DWGS.) 7/8/20 BID SET W/SEALANT -.'—� - PAST PLATE TYPICAL CURB 6'A.F.F 0 DECON SIDE Al POURED INTO 1 ° RECESS 1'GALV.STL.NOW � SKID GRATING W/GALV ANGLE W/ e e WELDED STUDS OR INSTALLATION SPACER CLIPS 1D E50XY BOLTS INTEGRAL REBAR CLIPS VERIFY PLUMBING lI��� 0 8 REQUIREMENTS PER 4' CONC.SLAB SEE STRUCT DWGS MECH DWGS FOR REINFORCING 8'CONC.CURB DOWEL INTO CONC.SLAB W/04'S 0 18' O.C.TYPICAL PRECAST POLY TRENCH DRAIN VERIFY @ L c SEE SPECIFICATIONS 0'-4!' SHEET TITLE: RECESS W/ p 0 4 (ADJUST FOR 6'STUDS ANGLE SIZE #4 REBAR OR PLYWOOD SHEATHINGI GRATE DEPTH DETAILS DECON DRAIN TRENCH DRAIN URB @ DECON SEE STRUCT DWG FOR SCALE: 3'=1'-O' g SCALE: N.T.S. REINFORCING SIZES 24GA.STANDING SEAM RIDGE CAP TO MATCH 0 NEOPRENE CLOSURE SET IN METAL ROOF PANELS DOWNSPOUT STRAP LAP 6'MIN.w/(2)ROWS SEALANT SEALANT TOP d BOTTOM FASTEN TO TYPICAL ROOF CONSTRUCTION FASTENER w/EPDM WASHER 2 X OUTRIGGER WALL PANEL WITH FASTENER w/EPDM WASHER PER STRUCTURAL WALL STITCH FSNR �'SHEATHING 4"LONG GALV.Z-FLASH 21 PER ROOF PANEL RAKE FLASHING BEND TAB STRAIGHT FLASH TAPE PANEL SEIM) (1)FASTENER 0 EA SIDE BEND DOWN AND OVER TO SECURE BOTH OF ROOF PANEL SEAM METAL ROOF PANELS L— HALVES OF STRAP CONNECT TO GUTTER METAL DRIP FLASHING CLOSURE TRIM 4"LONG GALV. CONT.CLEAT ------ ------------ TOGETHER AS REQ'D PER MANUF. -FLASH 0 EA. MTL.FLASHING RUN UP CONT INSECT ROOF PANEL SEAM pJC RUN ICE AND WATER WALL BEND DOWN ONTO—,_, SCREEN 2 STRAPS PER SHIELD DOWN FACIA GUTTER STRAPS AS I ROOF PANELSPROJECT ARCHITECT. FACE MIN.4' REQUIRED TO SUPPORT 1 SECT ON F MTL.ROOF PANELS o sEc o o Pic R MA F. I PER NU DOWNSPOUT DRAWN BY: 2X10 CEDAR FACIA � - - MTL.CLOSURE BD PRIME/PNT. SET IN SEALANT pJC DOWNSPOUT BOOT PRE-PAINTED 5' CONNECT TO 3 X 4 ALUMINUM ALUM.'K'GUTTER MTL.DRIP FLASHING CHECKED BY: SMOOTH FACE DOWNSPOUT CAP AND SEAL END CAPS APPROVED OUT—FLOW FASTEN TO DOWNSPOUT COLOR TO MATH ROOFING MAY 18, 2020 NIPPLE W/3 POP DATE 2'CONT.MTL. RIVETS 2 X 10 CEDAR 2'CONT.MTL STRIP VENT 4" PVC, PNT. FASCIA BD PRIME/PNT. STRIP VENT PRE-MANUFACTURED S\:ARCH\18-261 DETAILS DARK BRONZE CONNECT TO TIGHTLINE DARK BRONZ ROOF TRUSSES 2x BLOCKING.SEE STRUCT. I SEE ROOF PLAN PER STRUCTURAL METAL ROOF PANEL 0/ COMPUTER FILE NAME METAL SOFFIT LINER ( ) FOR QUANTITY OF DOWN SPOUT CONNECT 4 1%4 CLEAR T G W/R-49 BATTS PANELS ---- DOWNSPOUTS TO TIGHTLINE AS REQ'D. A-6.4 CEDAR AT E TRY SOFFIT AREA W/ 6 . 3 CLEAR SEALER 3'MIN.AIR SPACE,TYP A TYPICAL RAKE CANOPY TYP. DOWN SPOUT TYPICAL GUTTER ROOF TO WALL FLASHING0ONTINUOUS RIDGE VENT COPYR1OHT201LARETT1ARC1TECT5.1s + cJ SCALE: 3'*1'-0' L} SCALE: N.T.S. 3 SCALE: 3'-1'-0' 2 SCALE: 3'=1'-0' SCALE: 1-1/2'=1'-0' RUN ICE AND WATER SHEILD 4'DIA.STEEL PIPE SOLID SURFACE OVER FACE OF FACIA MIN.2' GALV.PRIME/PNT. TURNED DOW1'•8' COUNTERS TYP. MTL ROOF PANELS EDGE TYP. 4'SOLID SURFACE BACKSPASH BLOCKING SEAL BOTTOM USING i 3'TYVEK TAPE _ MTL L TRIM ATTACHED W/ PROVIDE PTD. METAL MTL.CLEAT 11 GASKETED SCREWS 0 48'O.C. CARLETTI ARCHITECTS G BRACES AS REQ'D - MTL L FLASHING y�p�plrp&PMnnOoog •� " 2X10 CEDAR FASCI 12'X 12'X 1/2'STEEL PLATE 116 EAST FIR STREET °' BOARD PRIME/PNT. WELD SUITE A 5/a'GWB METAL SOFFIT 12'X 12'X 1/2'STEEL PLATE LINER PANELS 9 X 12 BLOCKING MOUNT VERNON. WA. 9827° PRIME AND PAINT 141 1/2'DIAMETER BOLTS 2x6 WOOD STUDS 16 Phone: (360I 424-0394 O.C.PROVIDE DOUBLE DARK BRONZE MTL 4'EMBED MINIMUM Fax: (360) 424-5726 STUD EVERY THIRD BAY (4)1/2'DIAMETER BOLTS VENT STRIP BACKER ROD AND SEALANT FOR WALL STIFFING 4'EMBED MINIMUM MTL.'L'FLASHING CASEWORK 'C'CLOSURE WPMMR, WA"", VRB P.T.SILL PLATE PIN TO 4'DIA.STEEL PIPE SLAB 24'O.C. GALV.PRIME/PAINT q KITCHEN COUNTER STL. BRACE TOP STL. C3RACE SASE 2 0 I� SCALE: 3/4'•1'-0' �7 SCALE: 1-1/2'=1'-0' � � SCALE: 1-1/2'=1'-0' 2 X 8 FRAMING BELOW GATT 1NSUL. �. A NEW FIRE STATION FOR: SEAL BOTTOM USING 3'TYVEK TAPE METAL SIDING — CMU VENEER CITY OF ARLINGTON PRE-FAB TRUSS COORD. LOUVER BAKED ON P AIR SPACE STATION 448 LOUVER OPENING CONT.VAPOR BARRIER PNT.FINISH BY TYVEK COMMERCIAL WRAP MTL L TRIM ATTACHED MANUF. ARLINGTON, WA 98223 W/GASKETED SCREWS GATT 1/2'SHEATHING ATTACH PLAQUE TO CMU ®48'O.C. INSULATION CAULK TYVEK STRAIGHTFLASH PER MANUF.STANDARDS SHIM AS REQUIRED LOUVER BAKED ON CAULK SEAL BOTTOM USING \ Y MANUF. METAL FLASHING MTL L FLASHING 9'TYVEK TAPE DRIP EDGE '? 12'X 18'BRONZE PLAQUE \ PRE-FAB TRUSS ROOF TO WALL I J F TRAIGHTFLASH W/BACKER ROD :� SEE SPECS CONTACT: CONT.VENT \. / AND SEALANT MTL L TRIM ATTACHED Y COORD.LOUVER Z-CLOSURE STRIP W/GASKETED SCREWS OPENING 1,0. PAUL ELLIS TYVEK FLEXWRAP s as'O.C. CAPITAL PROJECTS MANAGI 1/2'PLYWOOD DRILL 131 1'DIA.HOLES C'CLOSURE METAL FLASHING SHAVFACEE OF CMU VENEER TO RECESS PLAQUE 360-403-4603 BETWEEN EA.TRUSS DRIP EDGE CONT. FOR VENTILATION 1/2'SHEATHING ONT. W/BACKER ROD VAPOR AS SHOWN TYPICAL W/TYVEK COMMERCIAL VAPOR AND SEALANT • BARRIER WRAP �3 � BARRIER ROD LOUVER BAKED ON 1/2'SHEATHING W/ PNT.FINISH BY CATYVFK ULK LANT TYVEK COMMERCIAL COMMERCIAL WRAP FLASHING PRE-FAB TRUSS MANUF. WRAP SYSTEM H EXISTING COORD.LOUVER SURE BATT INSUL. OPENING 'SHEATHING SET IN SEALANT MTL.SIDING 2X6 FRAMING MTL WALL PANELSJ GASKETED - SCREWS 0 48'O.C. - �� CANOPY TO WALL TRANS. 14 LOUVER JAMS 13 LOUVER SILL ,2 LOUVER HEAD STATION PLAQUE 18-261 SCALE: 3'=1'-0' SEE 9/A-6.1 SCALE: 3'=1'-0' SEE 9/A-6.1 SCALE: 3'-!'-0' SEE WA-6.1 SCALE: 3'4'-0' SCALE: 3'=1'-0' 10'-0' FLASHING TAPE INSTALLED 1'-0' 1'-0' 6'-0' 1'-0' 1'-0' OVER METAL FLASHING ONTO REVISIONS: TYVEK WRAP 5/20/20 PERMIT SUBMITTI 24'CLEAR MTL FLASHING W/HOLES p•T.S. SPACE DRILLED O 24'O.C. 7/8/20 BID SET o GALV. MITRE ALL CORNERS MTL FLASHING UNISTRUT BLOCKING STOREFRONT DOOR GALV. PER DOOR SCHEDULE CONCEALED BOTTOM RAIL BOX Stt. WEATHERSTRIP FOR PLATE LIGHT FIXTURE ALUMINUM DOOR THRESHOLD BOOT MEMBRAN CABLE MAX.1/2'ABOVE FLOOR CONIC SLAB 6.3 4'PVC 2'DIA STL. PIPE GALV. 11'X 18'STEEL PLATE MTL TRIM W BEND FLASHING DOWN 6 z MTL.PANELS 0/ SHEET TITLE: RETURN TO ROOF PANELS TYP. J ELEG TYVEK COMMERCIAL WRAP 0/ INSTALL FOAM CLOSURE STRIPS CONDUIT 1/2'SHEATHING 0/ WOOD BLOCKING SEE X4 BLOCKING 2X8 FRAMING W/R-21 INSULATION 0/ DETAILS RUN ICE AND WATER SHEILD 1 STRUCTURAL EXTEND TOP '9TL ANGLES WELD ALL CONNCECTIONS 5/8'GWB DOWN FACIA MIN.2' oof CHORDS OF TJL'S TYP. 9 STOREFRONT SILL 8 NTENNA RACK 6 LIGHT FIXTURE @ SEE 19/A-6.1 SCALE: 3'=1'-0' SCALE: 1/2'=1'-O' MTL. PANELS SCALE: 1-1/2'=1'-0' 1lTAL WALL rAXND RANI AD ---- BEND FLASHING DOWN 6 CNN wLn ---- RETURN TO ROOF PANELS TYP. INSTALL FOAM CLOSURE STRIPS asR ww.aw Tema AxD wooD anDD wl RUN ICE AND WATER SHEILD � w"T�� DOWN FACIA MIN.2' sao.Arm cww.�'"`:°nrADlrrowr q�.M 11TR ---- s•NiN 1w•eiDD �nsRea•D Pic -------- n N PROJECT ARCHITECT: METAL SOFFIT LINER PANEL °R "T N"T`" 24GA KYNAR FINISH WITH - METAL WALL PANELS W/ .,. � � Pic 'J'CLOSURE FLASHINGS 6 'J'CLOSURE FLASHINGS 6 we.D Au arANs Nero roDr rARU DRAWN BY: BTANDDD e[IJI FOAM CLOSURE STRIPS AS REQ'D. , FOAM CLOSURE STRIPS xureRn.w Pic 2X70 CEDAR FACIA PRIME/PNT. xIO CEDAR FACIA f iDre axc rel Allbl zNN CHECKED BY: MAY 18, 2020 24GA GALV.KYNAR FINISH e1wx�N DATE FLASHING ON CONT.CLEAT 24GA GALV.KYNAR FINISH METAL WALL PANELS W/ awe R w 5\:ARCH\18-261 DETAILS �! FI ASH NG ON CONT Ill EAT 'J'CLOSURE FLASHINGS 6 FOAM CLOSURE STRIPS COMPUTER FILE NAME \_ METAL SOFFIT LINER PANEL'' AiL D�ea n N:wLVArr@D.rDD:D Aw rAw.m rn. P°"^'�' 24GA KYNAR FINISH WITH 'J'CLOSURE FLASHINGS 8 FOAM CLOSURE STRIPS AS REQ'D. STEEL E E I CANOPY 5 TYP. SAVE AT APP BAYS 4 TYP. RAKE AT APP BAYS 3 2 7 LLL COPYRIGHT 2019 CARLETTI ARCHITECTS,P3 SCALE: 1-1/2'.1'-0' RUBBER STAIR SKIRT RUBBER STAIR SKIRT 3/4'PLYWD SUB FLOOR BASE TO MATCH 1212X12 STRINGER BEYOND BASE TO MATCH STAIR TREADS STAIR TREADS 12I2X12 STRINGER BEYOND TYP 5/4'CHAMFER EDGE 1 1/4'PLYWD(TYP)1X2 WO BLKG 1 1/4'PLYWDITYPI RISE/RUN TYP 3/4'CHAMFER EDGE 1/2'PLYWD.ITYPI PER PLAN RISE/RUN TYP 3/4'CHAMFER EDGE CARLETTI ARCHITECTS G 1 1/4'PLYWD.ITYPI 1X2 WD BLKG PER PLAN 10nn0 P ng ardhNsc¢ure& 1X2 WD BLKG 116 EAST FIR STREET 177777 SUITE A BEAM MOUNT VERNON, WA. 9827° SEE STRUCT. 1/2 YWDITYPI t/2'PLYWD ITYPI Phone: (360I 424-0394 Fax: (360) 424-5726 TJI JOIST FRAMING TYP. TERED TECT 2X12 STRINGER BEYOND PT 2X6 CONT.WD W/NOTCH*STRINGERS PETER 174 STATE 0 WASHINGTON STAR TOP STAIR TREAD STAIR SASE 1 o SCALE: 3'=1'-0' 1 7 SCALE: 3'=1'-0' I'v SCALE: 3'=1'-0' A NEW FIRE STATION FOR: CITY OF ARLINGTON 1 1/2'STEEL PI RUBBER STAIR SKIRT STATION 448 1 1/2'STEEL PIPE POWDERCOATED BASE TO MATCH SECTION 1000 STAIRWAY NOTES: W/9/4'STEEL PIPE 1 1/2'STEEL PIPE STAIR TREADS ATTACHMENT WA 98223 ATTACHMENT WELD W/3/4'STEEL PIPE ' 1. STAIRWAY WIDTH TO BE NO LESS THAN 44'CLEAR UNLESS TO STEEL PLATE TYP. ATTACHMENT WELD SERVING AN OCCUPANT LOAD OF LESS THAN 50 OCCUPANTS. 141 LAG BOLTS TO STEEL PLATE TYP. 3/4'PLYWDITYPI HMD/HMF THEN REQUIRED WIDTH IS 36' INTO SOLID BLKG 1�' BRACKETS SPACED W/RUBBER STAIR 2. MIN.CLEAR HEAD HEIGHT ABOVE ANY TREAD NOSING IS 6'-8'. EQUALLY TREAD/RISERS 3. MAXIMUM RISER HEIGHT 7'.TREAD WIDTH 11'.RISERS TO BE 16 FT.O.C.MAX.I U.N.O. CONTACT: CLOSED OFF,NO OPEN RISERS ALLOWED. PROVIDE BLOCKING PAUL ELLIS 4. PROVIDE HANDRAILS EA.SIDE OF STAIRS.HANDRAILS TO BE LL. o IL. IN WALL AS REQUIRED 2 X-WALL FRAMING 1-$GRASPABLE DIA.MIN.54'-MAX.58'ABOVE NOSE OF U_. U_ TO ATTACH BRACKETS PER PLAN CAPITAL PROJECTS MANAGI TREAD/LANDING.MTD.56'TYP.A.F.F. PROVIDE MIN.1-1/2' Q 0 Q DISTANCE BETWEEN HANDRAIL AND WALL SURFACES. 5/8'GWB 360-403-4603 S. RETURN ALL HANDRAILS TO WALL AND OR INTERMEDIATE POST. io io WALL PER 6'O' 6. PROVIDE HANDRAIL EXTENSIONS 12'AT TOP/BTM.LANDINGS WALL TYPES 2X12 STRINGER MIN.1-SIDE. 4 X 4 STEEL T.0' 7. PROJECTIONS INTO CLEAR STAIRWAY WIDTHS SHALL NOT PLATE LAG INTO WALL 0 EXCEED 4.5'AT OR BELOW THE HANDRAIL HEIGHT. BRACKETS SPACED SOLID BLOCKING 8. EXTERIOR TREADS/RISERS TO BE OPEN DIAMOND PLATE MESH EQUALLY 42'HIGH GALV.GUARDRAIL POWDER COAT 1-1/2.DIA.STEEL GRIN E DS TO ALLOW WATER/SNOW TO DRAIN. 0 FT.O.C.MAXI U.N.O. 5/8'GWB SMOOTH SET IN SLEEVE ®WALL TYP. GRIND SMOOTH ALL EXPOSED TO RECEIVE VERTICAL S PP RTS SECTION 1013 GUARDRAIL NOTES: ALL WELDS TYP. STEEL 0 STAIRS TYP. BOLTED TO FLOOR ST U TU E 1. PROVIDE GUARDRAIL MIN.42'ABOVE NOSE OF TREAD/LANDING HANDRAIL STAIR STRINGER INSTALL BLOCKING AT LO R FOR ALL HEIGHTS 30'A.F.F.OR GREATER TYP. AS REQUIRED 2. MAX.SPHERE OPENING TO BE 4'BETWEEN MEMBERS UP TO A HEIGHT OF 54'. OPENING CAN BE 8'FROM 34'TO 42'. 1 SCALE: 1-1/2'=1'-0' SCALE: 3'=1'-0' 3. THE TRIANGULAR OPENING FORMED BY THE RISER.TREA 6 BOTTOM RAIL AT THE OPEN SIDE OF A STAIRWAY CAN BE OF A MAXIMUM SIZE SUCH THAT A SPHERE OF 6'IN DIA.CANNOT 18-261 PASS THROUGH THE OPENING BETWEEN RISER.TREAD AND BTM. a. RAIL. 4. 21'DIA.OPENING BETWEEN VERTICAL 6 HORIZONTAL MEMBERS IS ALLOWED IN INDUSTRIAL APPLICATIONS NOT ACCESSIBLE TO THE PUBLIC IN GROUP I-3,F,H,OR S OCCUPANCIES. REVISIONS: o 5/20/20 PERMIT SUBMITTI 7/8/20 BID SET �o- 0 0 0 0 0 0 13 GUARDRAIL EXPOSED STRUCTURE ABOVE EMS/ ELEC 1'-O. 201 12 W-Of tj DIA STEEL HANDRAIL SHEET TITLE: A-6.5 MTD.36'AF.F.TYP. 1g 7I EA SIDE OF STAIR. BUNKER GEAR DETAILS 4'Of -8.5 10 HALL 107 1i DIA.STEEL HANDRAIL PNT. 4•-O; MTD.36'A.F.F.TYP.EA.SIDE t OF STAIR.END 0 LANDINGS ST 11 / 2 U AS SHOWN TYP. 0 EA. 110 -6.5 _6_ STAIR 1 1 18 17 (2)LAYERS BUNKER 0 -65 / 5/8'GWB GEAR 0 _ -6.5 UNDER STAIRS Fl-09-1 KITCHEN BEYOND 118 Pic PROJECT ARCHITECT: STAIR 110 SECTION STAIR 110 FIRST FLR. Pic DRAW Pic N BY: SCALE: 1/4'=1'-0' SCALE: 1/4'•1'-0' CHECKED BY: MAY 18, 2020 DATE 5\:ARCH\18-261 DETAILS COMPUTER FILE NAME - 6 . 5 COPYRIGHT 201G CARLETTI ARCHITECTS.PS 1 1.9 2.9 4 6 7.1 T T I I I I I I I CARLETTI ARCHITECTS P.S. arcAlmwna A planning 116 EAST FIR STREET SUITE A MOUNT VEff RNOIN. WA 98273 Ph ne: 424- 394 A B C D E Fax: NO 424-5726 4.0 A 4.0 A 4.1 —A 4.1 4. — SITERED CT I III � I F -4. - - - - - � III L - - - - - - - - - - - - - - - PSfER Nf-2 LVT-1 STATE WASHINGTON o FLOORING/MATERIALS PLAN 7CONdC �-TPNT-z I CITY OF ARLINGTON o CONE CONE CONE CONE � maa STATION #48 (�C\� � - I ARLINGTON, WA 98223 j Arm CONE CH-1 CH-1 I — NT-2 CONTACT. I � PAUL ELLIS CAPITAL PROJECTS MANAGER D it �� O O O I 360-403-4603 o C CONE II --- H LVT- LVi-1 CONC — — — PNT•2 PNT- I - LvT 1 5 $ CH 1 I L ' \ L m.2o nn I 18-261 D° CONC OM- LVT- — -2 — _ _ _ REVISIONS: PNT- 0.11 5/20/20 PERMIT SUBMITTAL VT-1 - m'°z °coNc F 7/8/20 BID SET SCH- PNT-2 ll - - � -L A - G - -I - - - - - - D ) U b ) - - L- - - - -LI D a � I ) ) ) ) CJ I a B C 4.2 I SHEET TITLE: FLOORING/MATERIALS PLAN 1 2 3 4 5 6 7 8 9 FLOORINGNATERIALS PLAN SCALE: 1/8'4-0' Pic PROJECT ARCHITECT: Pic DRAWN BY. Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASE COMPUTER FILE NAME ID , 1 . 0 + COPYRIGHT 2020 CARLETTI ARCHITECTS.PS, MIKKVK JV'x415' W/BEVELED EDGE GWB FRP•1 PNT-1 CG-1 s PA GWB CORNER SURFACE MOUNT FRP-1 FRP-1 SOAP DISPENCE FRP_1 1 1/4'DIAMETER S.S.GRAB BAR STAINLESS SOLID SURFACE ISS-11 STAINLESS W/SNAP 1 1/4'DIAMETER S.S. � SURFACE MOUNTED DECON STEEL COUNTER TOP W/4' BACK o STEEL TOILET FLANGE 18 VERT.GRAB BAR AUTOMATIC PAPER SHOWER COUNTER/SINK SPLASH ck SET COVER IF.C.I.C.I TOWEL DISPENSER T.O.COUNTE4 3'-0'AFF 9'-0'AFF 2 SINK T.O.COUNTER 2'-10'AFF 1 1/4'DIAMETER 8'CONC. .CURB CARLETTI ARCHITECTS P.S. CURB 8'CONC S.S.GRAB BAR � W/SNAP FLANGE 6'CONC. FE ��LOW PROFILE SUPPORT wddwcwm� 8'CONC.CURB CURB MAX.5'-0'O.C. URINAL TOILET PAPER DISPENSER EAST FIR STREET CONC.CURB PLA SUITE A •SHOWER VRB-1 MOUNT VERNON, WA. 98273 RESTROOM 112 ZHrroT��A-0.1 M 112 RE�AOJ OM 112 �_O- ECON 111 REPORTS LIBRARY 116 Phone (360) 424-0394 Fax: 360I1 424-5726 1 REFER TO ACCESSORY MOUNTING SCHEDULE SCALe:1/4'•1'-0' MOUNTING SCHEDULE SCALe:1/4'•1'-0' REFERSORY MOUNTING SCHEDULE SCALe:1/4 SCALE:1/4'•1'-0' SCALe:1/4'•1'-0' ON SHEET A-O., ON SH 96'W X 12'D X 30'H PLA UPPER CABINETS (2)56W X 12.0 X 30•H STAINLESS STEEL HOOD 30W X 12'W X 18'H UPPER CABINETS VENT PLA UPPER CABINET 24W X 12'D X 90'H PL_1 FLA UPPER CABINET 24W X 12'0 X 30'H 12'W X 12'D X 30•H mPNT-1' 18W X ITO X 30'H UPPER CABINET PLA UPPER C BINET V7 SC'Be! PLA UPPER CABINET PLA PULL OUT SP CE SHEL .. OPEN SHELF FOR GWB ADJ.SHELVES GW GWB MICROWAVE EXTEND 18' 24W X ITO 90' DEEP,PLA PNT-1 T.O.CAB. PNT T.O.CAB. PNT 1 PLA UPPER C BINET T.O.UPPER CAB. 30'W x 4.0%36'H ANEW FIRE STATION FOR: OPEN SHELF OR II EMTEK BAR PULLS SATIN PL-1 BA E CABINET MICROWAVE EXTEND �- __ CITY OF ARLINGTON -� NICKEL OR BRUSHED SOLID SURFACE ISS-11 SOLID SURFACe i 18'DEEP.PL- _ I I I I I STAINLESS STEEL OR STATION #48 COUNTER TOP W/ ISS-1)COUNTER TOP SOLID S JRFACZ ISS-11 T-90 BACK PLASH APPROVED EQUAL 4'BACK SPLASH W/4'BACK SPLASH T.O.COUNTER COUNTS TOP W/SIDE SS-1 COUNT' ARLINGTON. WA 98223 T.O.COUNTER _0 WALL H DD'N COUNTERTOP _ _ _ T.O.COUNTER FE FE T T E jjj PROVIDE GFI OUTLET PER pL 1 BASE C B56 H I O I _ I I pyy I 1g'W X 24'D X 36'H Uzi (2)15W X24'O X 30' FINISHED FLOli ELEC.D GS IF.O.I.0 FINISHED FLOORS'CABINET PL•1 BASE NY WALL IN PL-1 W/PULL OUT TRAY LOW PROFILE 15W X24'D X 30'H CABINETS W/DRAWERS �I 3 '-31 0'-0'AFF TO MATCH CASEWORK STORAGE 0'-0'AFF SUPPORT PL-1 BASE ''f ''f' •f' 24W X 24'D X 36-H (2n8'W X 247)X 96W X 24'D X 36'H CONTACT. MAX.5'-0'O.C. CABINETS W/DRAWERS PLA BASE CABINET 36'H PL-1 PL-1 BASE CABINET PAUL ELLIS VRB-1 BASE CABINETS CAPITAL PROJECTS MANAGER REPORTS LIBRARY 116 R REPORTS LIBRARY 116 Q KITCHEN 118 KITCHEN 118 360-403-4603 7 SCALE:1/4••1'-0' SCALE:1/4'4-0' `� SCALe:1/4'•1'-O' 1 0 SCALE:1/4'•1'-0' SURFACE MOUNT SOAP DISP'NC'R WB.PNT-1 GWB. PNT-4 GWB. eMTeK BAR PULLS SATIN PNT-, PNT-1 NICKEL OR BRUSHED STAINLESS STEEL OR SCH-2 SCH-2 18-261 APPROVED EQUAL T.O.TILE (2)15-W%24'D X 36'H SOLID SURFACE SURFACE MOUNTED 1 1/4'DIAMETER S.S. L-1 BASE CABINET COUNTER(SS-1) TILE# AUTOMATIC PAPER T-5,T-6 8T-7 18•VERT.GRAB BAR SOLID SURFACE TOWEL DISPENSER IF.C.I.C.) DE T.O.COUNTER COUNTER(55-1) T.O.COUNTER FREEZER RE TILE BACK I _ 1 I - _ T-5.T-6 8T-7 1 1/4'DIAMETER REVISIONS: IF., .I.C.) IF. .LCJ SPLASH.T-88B _ I I - 15W X 24•D X 36'H PL-1 OVER PONY �, PL-1 BASE CABINET WALL E MATCH S.S.GRAB BAR 5/29/20 PERMIT SUBMITTAL VRB-1 — W/ELEC.OUTLET ON CABINETS T-2.T-9 dT-4 W/SNAP Fe FLANGE 7/8/20 BID SET 90W X 24'D%98'H 30W X 24'D X 36'H VRB-1 TOILET PAPER DISPENSER PL-1 BASE CABINET PL-1 BASE CABINET W/SINK VRB-1 KITCHEN 118 KITCHEN 118 �z�KITCHEN 118 U14RESTROOM 129 �RESTROOM 129 I I SCALE:1/4'•1'-0' G SCALE:1/4'•1'-O' I`J SCALE:1/4'•1'-0• REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' I REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' ON SHEET A-0.1 ON SHEET A-0.1 I I VANITY LIGHT 24'DEEP CABINETS SCH-2 PER ELEC. SCH-2 GWB. GwB. SHEET TITLE: '-0• 2'-O• 2'-O' GWB.PNT-1 PNT-1 T.O.TILE - PNT-1 MIRROR 90'X48' T.O.CASEWORK T-5.T-6 8T-7 N w/BeveLED EDGE INTERIOR ELVATIONS SS-1 COUNTER SS-1 STAINLESS Z T.O.TILE CLOTHES ROD / PLA W/MATCHING 4• COUNTER W/ STEEL TOILET T-5,T-6 8 -7 EMTEK BAR PULL SATIN BACKSPLASH MATCHING 4' SET COVER o - NICKEL OR BRUSHED ' FE BACKSPLASH�� RARA '�' TAINLESS STEEL OR T.O..O.COUNTER 3'-O' Y-0'AFF APPROVED EQUAL AND T.O.CR T.O.COUNTER 1 1/4'DIAMETER - HEAVY DUTY KEYED GWB,PNT-1 S.S.GRAB BAR 3'1' OLID SURFACE LOCKS W/SEPERATE KEY W/SNAP FLANGE N COUNTER.(SS-1) FOR EACH DOOR GWB,PNT-1 F F' 4'BACKSPLASH AND VALANCE ADJ.SHELVES VRB-2 ANGLED PLA VRB-2 ANGLED PL-1 ECESSED 4'VRB-2 COUNTER SUPPORT COUNTER SUPPORT SHOWER PAN RESTROOM 129 1 RESTROOM 129 R SLEEPER Q SLEEPER SLEEPER 16 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' 17 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' 1 ' SCALE:1/4'•1'-0' 1 SCALE:1/4'•1'-0 O SCALE:1/4'•1'-0' ON SHEET A-0.1 ON SHEET A-0.1 Pic PROJECT ARCHITECT: JENNIFER PEARSON DRAWN BY: Pic CHECKED BY: FEBRUARY 28, 2020 DATE 5\:ARCH\18\DRAWI NGS\18-261FLRBA COMPUTER FILE NAME I D - 2 . 0 + COPYRIGHT 2020 CAR-TTI ARCHITCCTS.PS. SURFACE MOUNTED AUTOMATIC PAPER 9O'W X 12'D X 9O'H TOWEL DISPENSER PL-1 UPPER CABINETS GWB. VANITY LIGHT PER PNT-1 ELEC. SCH-2 p 1,6fe PNT-1 ER GWB. GWB.GWB.PNT T-5,T-8 dT-7 GWB ;Y T.O.UPPER CAB. SATIN STAINLESS MIRROR 30'X48' SCH-2 PNT-1 -0'AFF ^^ T.O.COUNTS CH-2 ACCESSIBLE STEEL HOOK. W/BEVELED EDGE T-O'A.F.F. y, T-5.T-6 dT-7 —— —— HANDHELD =_�I ROUNDED CORNERS _ T.O.TILE T.O.TILE I ,I_ SHOWER HEAD -0 ;, TOP OF HOOK 0 - - 1 1/4'DIAMETER 5.5, SS¢COUNTERC.ARLETTI ARC611TECT$ f�•S. 89'A.F.F. STAINLESS BACKSPLASHN1_19 STEEL TOILET TILE i 18'VERT.GRAB BAR ' MM _ 1 �, SATIN STAINLESS SS-1 COUNTER AND SET COVER T.O.COUNTER n� -� T-5.T-8 dT-7 - ; STEEL HOOK. 4'BACKSPLASH AND 3'-0'AFF - 116 EAST FIR STREET ROUNDED CORNERS MATCHING VALANCE 1 1/4'DIAMETER SUITE A b TOP OF HOOK a O O 1B'W X 24'D X 36'H -in �n 98'-40'A.F.F. j�z ,q. N 5.5.GRAB BAR 1 1/4'DIAMETER a-- — PL-1 BASE CABINET N 3- T-2.T-9 dT-4 N N W/SNAP S.S.GRAB BAR u� c� MOUNT VERNON. WA. 98273 SS-1 COUNTER W/ W/HIDDEN WALL 1-1 11 FLANGE W/SNAP FINISHED FLOOR HIDDEN WALL SUPPORT SUPPORT FOR URINAL FLANGE 0'-0'AFF RECESSED COUNTERTOP TOILET PAPER DISPENSER ACCESSIBLE FLIP 3o-1 X 24'D X 98'H Phone: 360 424-5726 SHOWER PAN T-5.T-6 dT-7 UP SHOWER SEAT PL-1 BASE CABINET VRB-1 Fax: 360 424-5726 �SHIrOT ROOM 131 RESTROOM 131 AUNDRY 1321 RCCESSORY MOUNTING SCHEDULE SCALE 1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE 1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0'�5)1 O -0.1 ON SHEET A-0.1 ON SHEET A-0.1 ON SHEET A-0.1 GWB SOFFIT ABOVE 36'W X 12'D X 30'H 36'W X 12'D X 30'H UPPER CABINETS.PNT-1 PL-1 UPPER CABINETS PL-1 UPPER CABINETS 24'W X ITO X 15'H PLA UPPER CABINET 18'W X 24'D X ITH 36'W X 24'D X 12'H PLA UPPER CABINET OPEN SHELF FOR MICROWAVE EXTEND 18' DEEP.PLA SCRIBE TYP. 12'W X ITO X 90'H ANEW FIRE STATION FOR: PL-1 UPPER CABINET CITY OF ARLINGTON GWB T.O.UPPER CAB. GWB T.O.UPPER CAB. GWB SCH-2 SCH-2 GWB PNT-1 PNT-1 PNT-1 PNT-1 STATION $48 T-0'AFF T-0' T-5.T-6 dT-7 MIRROR 30'X48' ARLINGTON, WA 98223 SS-1 COUNTER _� _ T.O.TILE T-5.T-8 dT-7 W/BEVELED EDGE W/4'BACKSPLASH. l —SS-1 COUNTER W/ - ' ' ' FE 4'BACKSPLASH STAINLESS SOAP DISPENSER 1 1/4'DIAMETER S.S. STEEL TOILET o T.O.COUNTER _ _ PLA END PANEL T.O.COUNTER 18'VERT.GRAB BAR SET COVER T.O.COUNTS DW L-1 BASE CABINET SS-1 COUNTER AND CONTACT: z 1 1/4'DIAMETER 1 1/4'DIAMETER PLA BASE CABINET IF.O.I.C.) IF.O.LC N 90W X 24D X 34H S.S.GRAB BAR S.S.GRAB BAR 4'BACKSPLASH AND PAUL ELLIS FINISHED FLOOR E F FINISHED FLOOR W/SNAP W/SNAP MATCHING VALANCE 0'-0'AFF 0'-0' FLANGE FLANGE CAPITAL PROJECTS MANAGER 4 36'W X 24'D X 36'H ANAL PL-1 BASE CABINET 36W X 24'D X 98'H 3O'W X 24'D X 36'H PL-1 BASE CABINET ,� 3.0 SINK W/INSTA HOT/ 360-403-4603 W/HIDDEN WALL PL-1 BASE CABINET PLA BASE CABINET 12W X 24D X 34H GARBAGE DISPOSAL SUPPORT FOR �26LAUNDRY 134 VRB-1 LAUNDRY 134 W/SINK R BREAK 144 Q RESTROOM 143r-�7RESTROOM 143 COUNTERTOP SCALE:1/4'•1'.0' 2 7SCALE:1/4'•1'-O' v SCALE:1/4'•T-0' � REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•I'-0' 0 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'4-0' ON SHEET A-0.1 ON SHEET A-0.1 SURFACE MOUNTED AUTOMATIC PAPER TOWEL DISPENSER GWB GWB PNT-1 PNT-1 18-261 GWB GWB PNT-1 PNT-1 T.O.MIRRORS T.O.MIRRORS SCH-2 PNT-4 / SCH-2 . . . . . . / T.O.TILE / " REVISIONS: T-5.T-6 dT-7 // fj " fj 5/20/20 PERMIT SUBMITTAL T.O.COUNTER MIRRORS \ MIRRORS \ 7/8/20 BID SET 55-1 COUNTER AND V A 2 Arr. 4'BACKSPLASH AND A A MATCHING VALANCE T-5.T-6 dT-7 \ PNT-4 VRB-1 PNT-4 VR5-1 �DNIROOM 143 RESTROOM 143 FITNESS 142 FITNESS 142 OT�AC)CESSORY MSCALE:1/4'•1'-O' 3 SCALE:1/4'•1'-O' .1 SHEET TITLE: INTERIOR ELVA71ONS SURFACE MOUNTED AUTOMATIC PAPER TOWEL DISPENSER GWB GWB PNT-1 PNT-1 OWB GWB PNT-1 PNT-1 T.O.MIRRORS T.O.MIRRORS GCH-2 PNT-4 / SCH-2 . ' IX/ T.O.TILE / / . . . / T-5,T-6 dT-7 // T.O.COUNTER MIRRORS MIRRORS \ \ SSA COUNTER AND V A A Pic 4 BAC NSG AS PROJECT ARCHITECT: VALANCE \ T-5.T-8 dT-7 H AND \\ \\ PNT-4 VRB-1 PNT-4 VRB-1 JENNIFER PEARSON DRAWN BY: RESTROOM 143 RESTROOM 143 FITNESS 142 FITNESS 142 Pic �r-�7 CHECKED BY: (��014EFER TO ACCESSORY MOUNTING SCHEDULE SCALE 1/4'•1'-O' 3 SCALE:1/4'•1'-0' 3 3 SCALE:1/4'•1'-0' " SCALE:1/4'•1'-0 FEBRUARY 28, 2020 SHEET A-0.1 DATE S\:ARCH\18\DRAWI NGS\18-261FLRBA COMPUTER FILE NAME ID ^ 2 - 1 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. CITY OF ARLINGTON FIRE STATION # 48 .� PROJECT TEAM PROJECT DATA = ---- CARLETTI ARCHITECTS P.S. OWNER CITY OF ARLINGTON PROPERTY INFORMATION � ;,.••. ardttKwre&plwtrtR 238 NORTH OLYMPIC AVENUE PROPERTY ADDRESS 51et AVE NE(AIRPORT BOULEVARD) ® STATION 948 - --- --- -- - - -'----- + 116 EAST FIR STREET ARLINGTON.WA 98223 _ - - - --- i` (INER$EQTIDN OF 43rd AVE NE) - �i ,e.f 3`�;'} -- SUITE A PHONE (3601 403-4605 ARLINGTON.WA 98223 ------- ;,,; FAX 1360)435-4677 BUILDING CODE 2015 IBC/2015 IFC MOUNT VERNON. WA. 98273 '+ --- EMAIL:pelliatcLarlington.wa.ue ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE - / _ Phone: I3601 424-0394 I I ) CONTACTS: PAUL ELLIS IWSECl/IECC/WAC 51-11(CLIMATE ZONE 4C) - - � _ Fax: 360 424-5726 FIRE SPRINKLERS YES _ ARCHITECT FIRE ALARM YES y CARLETTI ARCHITECTS.P.S. TAMPER/FLOW SWITCH W/MONITORING 116 E FIR ST,SUITE A REQUIRED MINIMUM IF>THAN 100 HEADS MOUNT VERNON,WA.98273 W/MINIMUM(11 MANUAL PULL STATIONS ZONING -- E STERED ZOAITAI/± PHONE: 13601 424.0394 L _ - • FAX: 13601 424-5726 ZONING BUSINESS PARK USE IS APPROVED EMAIL.peterfearlettiarchiteete.com --- - sin1E wAsxlxcTal CONTACT: PETER CARLETTI LOT ACRES 217.800 SF OR 5 ACRES - --- - ENGINEER/SURVEYOR TAX ACCOUNT# SOUND DRAWING INDEX SOUND DEVELOPMENT GROUP 1111 CLEVELAND AVE,SUITE 202 51052100202000 A NEW FIRE STATION FOR: MOUNT VERNON.WA 08273 CITY OF ARLINGTON PHONE:(360)404-2010 A-0.0 COVER SHEET/GENEARL NOTES/CODE ANALYSIS MECHANICAL FAX: (3601 404.2013 LEGAL DESCRIPTION OCCUPANT LOAD/ EXIT REQUIREMENTS 19T A-0.1 BARRIER FREE NOTES 6 DETAILS STATION #48 EMAIL:pat0adg-Ilc.com PART OF OVERALL AIRPORT MASTERPLAN ENERGY CODE NOTES MAO COVER ARLINGTON. WA 98223 CONTACT:PAT SEVERIN ROOM AREA OCC. OCC. EXITS REQ'D MAI SCHEDULES BUILDING CODE DATA NAME FACTO LOAD CIVIL M-1.2 SCHEDULES STRUCTURAL ENGINEER M-1.4 SCHEDULES OCCUPANCY OFFICE IBI-OFFICE(SPRINKLERS) B OCCUPANCY 19.027 SF) C•1.0 CXISTIN CO M-2. BVRFELOW DIAGRAM 2124 RI d ASSOCIATES _ <49 ONE EXIT REQ'D C-1.1 EXISTING CONDITIONS.DEMOLITION 6 T.E.S.C.PLAN M-2.0 BELOW SLAB PLAN-PLUMBING OCCUPANCY SLEEPING AREA IR-21 SLEEPING ISPRINKLERSI VESTIBULE/ENTRY 182 2124 RIVERSIDE DRIVE.SUITE 211 (1)EXIT PROVIDED(OKI C•1.2 T.E.S.C.NOTES 6 DETAILS M-2.1 FIRST FLOOR PLAN-PLUMBING MOUNT VERNON.WA 98273 OCCUPANCY APPARATUS BAYS IS-11-APPARATUS STORAGE(SPRINKLERS) HALLWAY 298 - <49 ONE EXIT REQ'D C-2.0 PROPOSED OVERALL SITE PLAN M-2.2 SECOND FLOOR PLAN-PLUMBING CONTACT: AC PHONE:360-800-1100 EXT:301 CONSTRUCTION TYPE V-B I(BI ALLOWABLE(2)STORY 0.000 S.F.) (11 EXIT PROVIDED(OKI C-2.1 PROPOSED SITE LAYOUT 8 UTILITY PLAN M-3M-3.0 FIRST FLOOR PLAN'-HVAC SECOND FLOOR PLAN HVAC PAUL ELLIS FAX:12061 523-1012 I(R-2)ALLOWABLE(1)STORY 7.000 S.F.) OFFICES 541 100 5.4 <40 ONE EXIT REO'D C-2.2 PROPOSED SITE GRADING PLAN M-3.2 ROOF PLAN-HVAC CAPITAL PROJECTS MANAGER EMAIL.JordanOdcgengr.com (IS-11 ALLOWABLE(1)STORY 0.000 S.F.) I 1 (11 EXIT PROVIDED(OKI C-2.3 SITE DRAINAGE PLAN M-4.0 DETAILS CONTACT: JORDAN JANICKI FIRST FLOOR OFFICE(5)SF 3,027 S.F. REPORTS LIBRARY 86 100 .86 <49 ONE EXIT REQ'D C-2.4 DETAILS M-4.1 DETAILS 360-403-4603 MECHANICAL ENGINEER FIRST FLOOR SLEEPING AREA IR-21 SF 1.418 S.F. (1)EXITS PROVIDED(OK) C-3.0 SPECIFICATIONS APPARATUS I5-11 SF 4.8 S.F.22 DAY ROOM,DINING,KITCHEN 979 100 9.7 �49 ONE EXIT PROVIDED REQ'D ELECTRICAL HARRIS GROUP FIRST FLOOR TOTAL E-0.1 DEVICE MOUNTING DETAILS,LEGEND.CABLE CODES 6 INDEX 20201 CEDAR VALLEY RD.STE 120 POLICE OFFICE 98 100 .98 <40 ONE EXIT REQ'D E-0.2 NOTES.MECH 6 KITCHEN SCHEDULES LYNNWOOD.WA 98036 2ND FLOOR STORAGE SF 694 S.F. (11 EXITS PROVIDED(OKI ARCHITECTURAL E-1.1 SITE PLAN PHONE: (425)774-3829 2ND FLOOR EMS/STOR.STOAGE SF 561 S.F. TRAINING ROOM 1135 15 75.66 >50 TWO EXITS REQ'D E-2.1 FIRST FLOOR POWER PLAN FAX: 1425)672-2084 SECOND FLOOR TOTAL SF 1.255 S.F. (21 EXITS PROVIDED(OKI A-1.0 SITE PLAN E-2.2 FIRST FLOOR MECHANICAL CONNECTION PLAN EMAIL. Joe.Stewarteharriegroup.com TOTAL BUILDING SF 11.422 S.F. FITNESS ROOM 468 50 9.36 <49 ONE EXIT REQ'D A-1.1 SITE DETAILS E-2.3 MEZZANINE POWER PLAN CONTACT: JOE STEWART COVERED CANOPY SF 366 S.F. (11 EXIT PROVIDED(OKI A-2.0 EXITING PLANS E-2.4 DETAILS TOTAL BUILDING SF W/COVERED CANOPIES 11.788 S.F.SEE AREA CALC (OK) CONFERENCE ROOM 140 15 9.3 (�40 ONE EXITS PROVIDED REQ'D (OKI A 2.1 FIRST FLOOR PLAN 1/8'•l'-O' E-3.1 FIRST FLOOR LIGHTING PLAN A-2.2 SECOND FLOOR PLAN 1/8'•l'-0' E-3.2 APPARATUS BAY LIGHTING PLAN ELECTRICAL ENGINEER A-2.4 1ST FLOOR REFLECTED CEILING PLAN 1/8'•1'-0' E-3.3 MEZZANINE LIGHTING PLAN KEN KOK ENGINEERS AREA YARD INCREASE CALCULATION (R-2) OCCUPANCY (1,418 SF) A-2.5 2ND FLOOR REFLECTED CEILING PLAN 1/8'•l'-O' E-3.4 LIGHTING DETAILS 208 3rd STREET A-2.6 ROOF PLAN 1/8'•1'-0' E-35 LIGHTING FIXTURE SCHEDULE LYNDEN.WA 08264 AREA INCREASE FACTOR DUE TO FRONTAGE If•1OO((F/PI"2 . 5)W/3O MENS RESTROOM.MENS SHOWER.WOMENS 405 - - - A-2.7 DOOR.WINDOW SCHEDULES 18-261 PHONE: 13601 354-4757 BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY N 154'-0'•W 09'-0'•E 154'-0'.5 03'-0' F RESTROOM/SHOWER.LAUNDRY ROOMS A•2.8 FINISH,MATERIAL SCHEDULES E-4.1 FIRST FLOOR ANCILLARIES PLAN A•3.0 ELEVATIONS E-4.2 MEZZANINE ANCILLARIES PLAN FAX: 13601 354-6704 F•494'•0' HALLS 320 - - A-4.0 BUILDING SECTIONS A&B E-4.3 ANCILLARIES DETAILS EMAIL: billdiephuieek-engineere.com NORTH EAST SOUTH A-4.1 BUILDING SECTIONS C&D E-5.1 FIRST FLOOR TELECOMMUNICATIONS PLAN CONTACT: BILL DIEPHUIS PERIMETER OF ENTIRE BUILDING 154.0'..93'-0'..154'-0'..93'-0'•P (7)SLEEPING UNITS 695 100 6.93 <50 ONE EXIT REQ'D A-4.2 BUILDING SECTIONS E.FBG E-5.2 MEZZANINE TELECOMMUNICATIONS PLAN P•494'-0' WEST (11 EXIT PROVIDED EA.(OKI A-4.3 BUILDING SECTIONS H E-5.3 COMMUNICATIONS DETAILS REVISIONS: LANDSCAPE ARCHITECT WIDTH OF PUBLIC WAY OR OPEN SPACE MAX.SIDE 30' (S-1I OCCUPANCY I4.822 SFI A-5.0 TYPICAL WALL SECTIONS E-5.4 COMMUNICATIONS DETAILS 5/29/20 PERMIT SUBMITTAL FRONTAGE INCREASE FACTOR If•100II404'/404'I"25I30/90I 75 PERCENT A-5.1 TYPICAL WALL SECTONS E-6.1 POWER SYSTEM RISER DIAGRAM 6 SCHEDULES ECCOS DESIGN APPARATUS BAYS 3.833 200 19.17 <50 ONE EXIT REQ'D A-5.2 TYPICAL WALL SECTIONS E-6.2 PANEL SCHEDULES 07/08/20 BID SET 505 S 19T STREET.SUITE B Aa•At•(Atlf/1001•IAtia/100) (21 EXITS PROVIDED(OKI A-5.3 TYPICAL WALL SECTIONS LANDSCAPE MOUNT VERNON.WA 98273 TABULAR AREA PER FLOOR•At 9.000 S.F.FOR B BUNKER GEAR 111 - - - A-6.0 STAIR DETAILS PHONE: (560)419-7400 7.000 S.F.FOR R•2 FAX: (800)508-2017 0.000 S.F.FOR S-1 A•6.1 DETAILS IL-1 COVE SHE T OTES RESTROOM 74 I A-6.2 DETAILS R 1 RRGAT ON PLAN EMAIL: patrikOeccoedeeign.com AREA INCREASES PERCENTAGE A-6.9 DETALS IR-2 I IRR GAT ION PLAN CONTACT: PATRIK DYLAN FACTOR DUE TO SPRINKLER LS 00 DECON 143 - - - A•6.4 DETAILS S^Y M B O L S DESIGN AS R-2 OCCUPANCY ALLOWABLE AREA A-6.5 DETAILS DEFERRED SUBMITTALS Aa•7.000.MOOD X 75/100)•17,000 X 200/1001 26.250 S.F.>11.788(OKI FIRE SPRINKLER RISER 97 -PRE FAB TRUSS DRAWINGS ID-20 FLOOR FINISH PLAN/PAINT PLAN HOSE.SCBA,WORK ROOM.EMS STORAGE 943 200 1.7 (1)EXITS PROVIDEDQEA OK ID 2.10 INTERIOR ELEVATIONS INTERIOR ELEVATIONS CONTRACTORETOI SUBMIT " NORTH ARROW FIRE FLOW - - - ELECTRICAL 131 -FIRE PROTECTIONS SYSTEM-FIRE SPRINKLERS /� STRUCTURAL -FIRE PROTECTIONS SYSTEM-FIRE ALARM 8 DETECTION SYSTEM GRID LINE V-B 12.821 SF WITH CANOPIES(REQUIRED FIRE FLOW 30001 STAIR 84 - - 5-1 GENERAL NOTES -SIGNAGE PERMITS REDUCE BY 50%FOR SPINKLERS•1.500 REQURIED IOK) I S-1.1 GENERAL NOTES CONT, SPECIAL INSPECTIONS REQUIRED (10.167 SFI 9.2 FOUNDATION PLAN A BUILDING SECTION RATED WALLS/ UNPROTECTED OPENINGS S-3 SECOND FLOOR FRAMING PLAN PER IBC CHAPTER 17 PROVIDE THE FOLLOWING SHEET TITLE: 5-4 ROOF FRAMING PLAN SPECIAL INSPECTIONS: S-5 MAIN FLOOR SHEARWALL PLAN EARTHWORK AND COMPACTION B TO A 9-1 WOULD BE NON RATED WALLS REQUIRED PER TABLE 508.3.3 2ND F L R (1.255 SF) S•5.1 SECOND FLOOR SHEARWALL PLAN STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING COVER SHEET A , B TO A R-2 WOULD BE ONE HOUR RATED WALLS REQUIRED PER TABLE 508.3.3 GENERAL STORAGE 694 300 2.3 <10 ONE EXIT REQ'D 5-6 CMU WALL ELEVATIONS EPDXY AND DOWLED ANCHORS AND REBAR WALL SECTION S•1 TO A R•2 WOULD BE TWO HOUR RATED WALLS REQUIRED PER TABLE 508.3.3 (INCUUDES STAIRS) (11 EXITS PROVIDED(OKI S-6.1 CMU DETAILS STEEL REINFORCEMENT i.a NOTE: WE ARE DESIGNING THIS BUILDING USING NON-SEPARATED USES PER SECTION EMS STORAGE 561 300 1.87 <10 ONE EXIT REQ'D 5-7 FOUNDATION DETAILS CONCRETE 508.3.2. WE ARE DESIGNING THE FACILITY TO MEET THE MOST RESTRICTIVE USE (11 EXITS PROVIDED(OK) S-8 FLOOR FRAMING DETAILS SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES DETAIL REQUIREMENTS OF THE R-2.WE ARE PROPOSING A 2-HOUR FIRE BARRIER BETWEEN S-9 ROOF FRAMING DETAILS e.o THE S-1 OCCUPANCY AND THE B/R-2 OCCUPANCIES i [:: S-9.1 ROOF FRAMING DETAILS WS E C C40 6 ADDITIONAL ENERGY PROPERTY CORNER 11.422 11. 22 �14 >50 TWO EXIT REQ'D S-10 SHEARWALL DETAILS PACKAGE OPTIONS INTERSECTION TOTAL (6)EXITS PROVIDED(OK) AS REQUIRED BY WASHINGTON STATE ENERGY CODE THE FOLLOWING ALL EXTERIOR WALLS ARE GREATER THAN 10' TWO ENERGY OPTIONS ARE TO BE USED ON THIS PROJECT To ANY PROPERTY LINE THEREFORE NO RATED EXTERIOR WALLS SEE SHEET A-2.0 FOR EXITING PLAN INCLUDING: 1. ENERGY OPTION}2 REDUCED LIGHTING POWER IN ACCORDANCE ti TOP OF SUB FLOOR ELEVATION MARK AND OR PARAPETS ARE REQUIRED -TRAVEL DISTANCE<100'-0'TO COMMON PATH OF TRAVEL FOR B/S-1.AND<75'-0,FOR IR-21(OK) WITH SECTION C408.3 EL.10'-10 1/2' -OVERALL EXIT ACCESS TRAVEL DISTANCE<250'-0'FOR IR-2.S•11 AND 250'FOR(B)(OKI VICINITY MAP 2. ENERGY OPTION O5 PROVISIONS OF A DEDICATED OUTDOOR AIR PARKING CALCULATION -1/3 THE DIAGONAL DISTANCE IOKI SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH SECTION C406.6 25.00'(NEW) SPOT ELEVATION -EGRESS WIDTH PER OCCUPANT SERVED(OKI -EXIT LIGHTS(OKI - 23.72'(EXIST.) PARKING REQUIREMENTS PER CITY OF ARLINGTON LAND USE CODE: TABLE 20.72-7,TABLE OF PARKING REQUIREMENTS ROOM-NAME USE 13.000 FIRE STATIONS:1 SPACE PER 400 SF OF GROSS FLOOR AREAS V -- Pic 101 ROOM NAME/NUMBER PLUMBING CALCULATIONS PROJECT ARCHITECT: 11.422 TOTAL SF/400•28.55 OR(201 PARKING STALLS REQUIRED 1 DOOR MARK SIZE S.F./ OCCUPANT RR RR °` { O 50 TOTAL STALLS PROVIDED(OKI Pic OCCUPANCY OCCUP. OCCUPANT LOAD READ PRQV. � , `- ITE LOCATION OWINDOW MARK (26-501 STALLS 121 ADA STALLS REQUIRED PER TABLE 1106.1 - _c •• DRAWN BY. I2I ADA STALLS PROVIDED(OKI FIRST FLOOR ��: Pic 'B'OCCUPANCY/ 3.927 100 39.27 `Ty - CHECKED BY STANDARD PARKING STALLS ARE TO BE 9 X 19 T-T OCCUPANCY 10 MEN 1 3 INCLUDES 1 URINAL ire FLOOR MATERIAL z ADJACENCY DRIVE AISLES FOR 90 DEGREE PARKING ARE TO BE 24 FEET WIDE 19 WOMEN 1 2 APRIL 9, 2020 FOR 2-WAY TRAFFIC 'S-l'OCCUPANCY 4.822 200 4822 •:r • - DATE ALIT ALIGNMENT OF ITEM 11 1 REVISION MARK FIRE STATION - WAC COMPUTER FILE NAVEINGS\18-261 THE FOLLOWING WAC REQUIREMENTS SHALL APPLY TO THIS PROJECT FOR FIRE STATIONS (4)FULL RESTROOMS PROVIDED 1.WAC 296.305.06501 REQUIREMENTS FOR FIRE DEPARTMENT FACILITIES 2.WAC 206-305-0650 GENERAL REQUIREMENTS 1 3.WAC 296-905-08505 SANITATION.DISINFECTION.CLEANING.AND STORAGE DRINKING FOUNTAINSA � 0 . 0 INTERIOR ELEVATION 4.WAC 296-305-06507 SLEEPING AREAS , 2 -70 4 MARKS 5.WAC 206-505-06500 APPARATUS AREAS (1)DRINKING FOUNTAIN REQUIRED FOR OVER 30 TO A MAX OF 150 OCCUPANTS •' �' + 6.WAC 296-305-06513 REFUELING AREAS COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. 3 7.WAG 296-305-06515 HOSE DRYING TOWER 8.WAC 296-305-06517 DRILL TOWER TRAINING FACILITIES r 9.WAC 206-505-06510 FIRE STATION EQUIPMENT AND TOOLS 1 ABBREVIATIONS GENERAL NOTES THE FOLLOWING ARE REFERENCES DIRECTLY FROM CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. 1. IN GENERAL.PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE ABV ABOVE JNT JOINT FACE OF CONCRETE.UNLESS OTHERWISE NOTED.DO NOT SCALE THESE MINIMUMS AS REGULATED BY STATE CODE. TYPICAL R E S T R O O M AFF ABOVE FINISH FLOOR DRAWINGS.USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS C402.5 AIR LEAKAGE-THERMAL ENVELOPE IMANDATORYI.THE THERMAL ENVELOPE OF BUILDINGS AC TILE ACOUSTICAL TILE LVL LEVEL DATUM.AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT SHALL COMPLY WITH SECTIONS C402.5.1 THROUGH C402.5.8. ACP ACOUSTICAL CEILING PANEL L LONG.LINE IMMEDIATELY OF ANY DISCREPANCIES. C402.5.1 AIR BARRIERS.A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THERMAL ENVELOPE.THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR AL ALUMINUM LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. OUTSIDE OF THE BUILDING ENVELOPE.LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE. ARCH ARCHITECTURAL LT LIGHT OR ANY COMBINATION THEREOF.THE AIR BARRIER SHALL COMPLY WITH SECTIONS C402.5.1.1 AND NOTE.ALL EXPOSED DRAIN AND A TILE ASPHALT TILE 3. ALL WORK SHALL COMPLY WITH THE 2016 IBC.IFC.UPC.IMC AS AMENDED BY WASH. C402.5.1.2.STATE.ALL AEA STANDARDS TO MEET ICC -2000 PROJECT SHALL ALSO COMPLY WITH INSULATED PER ICC A117.1-2000 WATER SUPPLY PIPES TO BE GWB.PAINT ICBaRD.ETTI ARCHITECTS P.S.0 PROJECT AVG AVERAGE MAR MARBLE THE 2015 WSEC AND THE 2015 IMC CODES.PROJECT SHALL ALSO COMPLY W/JURISDICTIONAL C402.5.1.1 AIR BARRIER CONSTRUCTION. MO MASONRY OPENING CODE AMENDMENTS BY THE LOCAL AGENCY.CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH THE FOLLOWING: SECTION 606.6 30 X 48 MIRROR 18'VERT.GRAB BAR erchkamuro&plm,- BFF BOTTOM FINISH FLOOR MFR MANUFACTURE NECESSARY PERMITS d INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT 1.THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE THERMAL ENVELOPE 90'-41' BLKG BLOCKING MATL MATERIAL VALID CITY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT.WHEN REQUIRED BY LAW. OF THE BUILDING AND ACROSS THE JOINTS AND ASSEMBLIES. GWB,PAINT 116 EAST FIR STREET 2.AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED•INCLUDING SEALING TRANSITIONS IN PLACES SUITE A BR BRICK MAX MAXIMUM AND CHANGES IN MATERIALS.THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON 4. ERRORS.OMISSIONS,AND DISCREPANCIES.IF ANY.SHALL BE REFERRED SOAP DISP. 1 1/2' BOB BOTTOM OF STRUCTURE MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE.LOOSEN OR OTHERWISE IMPAIR ITS GRAB BAR MOUNT VERNON, WA. 98273 MTL METAL ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND•STACK EFFECT AND 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY MECHANICAL VENTILATION. 48'P-LAM CPT CARPET MIN MINIMUM OTHERS PROVIDE ALL BLOCK-OUTS.BLOCKING.BACKING AND JACKS REQUIRED FOR 3.PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED.GASKETED OR OTHERWISE SEALED IN A - Phone: (3601 424-0394 MUL MULLION DUCTS,PIPES,CONDUITS.EQUIPMENT,FIXTURES•AND CABINETS. VERIFY SIZE AND MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION.JOINTS AND SEALS i v Fax: 360)) 424-5726 CLG CEILING 6. LOCATION.DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN.EXCEPT ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED 48'P-LAM o TISSUE PAPER CEM CEMENT WITH MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SHALL BE BASE a�i DISPENSER 't CENTER LINE NAT NATURAL UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED AND SHALL BE SECURELY NOM NOMINAL 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO: INSTALLED AROUND THE PENETRATIONS SO AS NOT TO DISLODGE.LOOSEN OR OTHERWISE IMPAIR B4ze E STEREO BASE C TO C CENTER TO CENTER NA NOT APPLICABLE SEWER.SEPTIC.WATER.GAS.POWER.AND TELEPHONE. CAP.MARK AND PROTECT. THE PENETRATIONSF ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND•STACK CT CERAMIC TILE NIC NOT IN THIS CONTRACT EFFECT.AND MECHANICAL VENTILATION.SEALING OF CONCEALED FIRE SPRINKLERS.WHERE * T-B' ELEVATION ELEVATION ITECT CLO CLOSET 8. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN.MINOR MODIFICATION REQUIRED.SHALL BE IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER.CAULKING OR v NTS NOT TO SCALE MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER CW COLD WATER n�D F GWB.PAINT PETER N0.9p NUMBER MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. COL COLUMN PLATES AND WALLS OR CEILINGS. 0. PROVIDE CLOSURE.MEETING THE REQUIREMENTS OF ALL GOVERNING 4.RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.8.WHERE SIMILAR OBJECTS 6'C EAR 90 X 48 MIRRORGWB.PAINTCONC CONCRETE ARE INSTALLED WHICH PENETRATE THE AIR BARRIER,PROVISIONS SHALL BE MADE TO MAINTAIN SPA E0C ON CENTER AUTHORITIES,AT RATED PARTITIONS,FLOORS.CEILINGS,AND ROOF PAPER TOWEL CMU CONCRETE MASONRY UNIT THE INTEGRITY OF THE AIR BARR]BR. 48'P-LAM 7 OD OUTSIDE DIMENSION LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BECONST CONSTRUCTION °' SEAT COVER D15P. DISP.d 0/ OVER CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. C402.5.1.2 BUILDING TEST. zFWASTE lz CONT CONTINUOUS THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING 1 1/T GRAB BAR RECEPTICAL OVHD OVERHEAD 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADESENTS, DINGCOORD COORDINATE ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.9 INCHES WATER -LAMDESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS.TO VERIFY OUNTER/ 048'P-LAM A NEW FIRE STATION FOR: COTE CORRIDOR SIZE,WEIGHT,POWER,LOCATION AND OTHER REQUIREMENTS AND LOCATION GAUGE 12.0 L/5 X M2 AT 75 PA1 AT THE UPPER 05 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE nPNT PAINT WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.A REPORT THATACKSPLASH _ CITY OF ARLINGTON CFM CUBIC FEET PER MINUTE OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. PTO PAINTED INCLUDES THE TESTED SURFACE AREA.FLOOR AREA,AIR BY VOLUME,STORIES ABOVE GRADE.AND PL PLASTER.PLATE 11. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL.IF THE v STATION #48 DTL DETAIL FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE TESTED RATE EXCEEDS THAT DEFINED HERE.A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE p'-B 2'-8' ARLINGTON. WA 98223 DIA DIAMETER P LAM PLASTIC LAMINATE OF OCCUPANCY.NO EXCEPTIONS. CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE.AN ADDITIONAL LINE OF PLYWD PLYWOOD 36'MIN. 30'X 48'CLEAR N REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO BASE BASE DIM DIMENSION 5•-2' FLOOR SPACE PT POST-TENSIONED CONCRETE 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING.MECH.ELEC..FIRE SPRINKLER. THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE DO DITTO PRESSURE-TREATED WOOD FIRE ALARM SYSTEMS d SIGNAGE. LEAKAGE AIR RATE WILL BE WAIVED. &MIN. PLAN ELEVATION ELEVATION DR DOOR 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED.PRIMED AND PAINTED. DN DOWN QT QUARRY TILE C409.2.4.9 OUTDOOR AIR INTAKES AND EXHAUSTS SHUT OFF DAMPERS. D.S. DOWNSPOUT 14. ALL WOOD IN CONTACT W/CONCRETE SHALL BE PRESSURE TREATED. SHUTOFF DAMPERS.OUTDOOR AIR SUPPLY•EXHAUST OPENINGS AND RELIEF OUTLETS AND STAIRWAY CONTACT: DWG DRAWING RL RAIN LEADER PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH AND SHAFT VENTS SHALL BE PROVIDED WITH CLASS I MOTORIZED DAMPERS. REF REFRIGERATOR. FORM THE STRUCTURAL SUPPORT OF BALCONIES.DECKS.OR PORCHES RETURN AIR OPENINGS USED FOR AIRS[DE ECONOMIZER OPERATION SHALL BE EQUIPPED WITH CLASS[ PAUL ELLIS DF DRINKING FOUNTAIN MOTORIZED DAMPERS. REFERENCE ETC.WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. CLASS[DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM/FT2(20.3 L/S X M21 AT 1.0 CAPITAL PROJECTS MANAGER REINF REINFORCING BAR GENERIC NOTES FOR W.C. COMPARTMENTS EA EACH 15. SLOPE ALL DECKS.PATIOS.AND WALKWAYS AWAY FROM BUILDING INCH WATER GAUGE IW.G.11240 PA)WHEN TESTED]N ACCORDANCE WITH AMCA 500D AND SHALL BE 360-403-4603 ELEC ELECTRICAL REV REVISION MINIMUM OF 1/87FT FOR POSITIVE DRAINAGE. LABELED BY AN APPROVED AGENCY FOR SUCH PURPOSE. PER ANSI A117.1 CHAPTER 6 ELEV.EL ELEVATION R RISER.RADIUS 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED CAULK SEAL BOTH SIDES OF WD WALL BASE PLATE TO CONCRETE SLAB TYP. RM.RMS ROOM.ROOMS 1. MIN.SIZE OF STALL 60'WIDE PERP.TO SIDEWALL EQ EQUAL RO ROUGH OPENING TO PREVENT CRACKING.SAW CUT ALL SLABS AS REQ'D. CAULK SEAL BOTH SIDES OF ALL WOO OR OTHER WAL PENETRATIONS. 56'DEEP FOR WALL HUNG W.C.d 59'DEEP FOR FLR.MTD. IEI EXIST EXISTING 17. PROVIDE FIREBLOCKING,DRAFTSTOPS.AND FIRESTOPS IN ATTICS,FLOORS, 2.PROVIDE TOE CLEARANCES w FRONT PORTION AND MIN.(1) EXT EXTERIOR AND WALL CAVITIES AS REQUIRED PER THE UBC. PROVIDE PUTTY PACKS AT ALL EXTERIOR FACING ELECTRICAL JUNCTIONS. SIDE 0'A.F.F.HIGH EXTENDING MIN.6'BEYOND PARTITION. SCHED SCHEDULE 18. ROOF DRAINS,AND OVERFLOW DRAINS SHALL COMPLY W/THE IPC d IBC. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND MAX.25'UNDER AN ELEMENT. SEC SECTION AND WALL CAVITIES REQUIRED PER THE IBC. PROVIDE PUTTY PACKS AT ALL CLG ELECTRICAL PENETRATIONS. TOE CLEARANCE SHALL EXTEND 17'MIN.BENEATH ELEMENT WHEN T.C.I5 REQ'D. AS PART OF A CLEAR FLOOR SPACE. FO FACE OF,FINISH OPENING 5HT SHEET FRP FIBERGLASS REINF POLYESTERSV SHEET VINYL 19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. CEILING GWB SHALL RUN TO WD TOP PLATES AND CAULK/SEAL PRIOR TO ANY WALL GWB INSTALL. TOE CLEARANCE SHALL R AMR.OF 90'WIDE. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 9.IN MULTIPLE STALL RESTROOMS OF' SIX C MORE PROVIDE MIN.1L AMBULATORY FIN FINISH SC SOLID CORE STALL W/MIN.MIN.98'WIDE BY 60'DEEP COMPARTMENT. INSTALL SIDE-WALL GRAB FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILS OF BARS EA.SIDE OF COMPARTMENT. PANEL SF SQUARE FEET CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. �y�/ 4.STALL DOOR TO BE HINGED MAX.4'FROM THE ADJACENT WALL OR PARTITION FD FIRE DAMPER S d V STAIN d VARNISH 20. CONTRACTOR METHODS.TECHNIQUES,SEQUENCES LL BE LORFOR ALL PROCEDURESETY REQUIREDUTIONS AND TOPERFORM THE MEANS.THE WORK. ENERGY CODE V E FARTHEST FROM THE W.C. SV SHEET VINYL 5.STALL DOOR SHALL BE SELF-CLOSING. DOOR PULL SHALL BE PLACED ON FE FIRE EXTINGUISHER EA.SIDE STALL DOOR. MNT.PULL MIN. MAX.48'A.F.F. PULL SHALL NOT STRWY STAIRWAY 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL BUILDING ENVELOPE 18-261 FF FACTORY FINISH REQUIRE TIGHT HT GRASPING.PINCHING.OR TWISTING ING OF THE WRIST TO OPERATE. FF FINISH FLOOR STL STEEL CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S 1.SLAB INSULATION.IF ANY SHALL CONFORM TO THE SPECIFICATIONS e.PROVIDE MIN.42'CLEAR IN FRONT OF STALL DOOR. D CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: AND.IF EXPOSED.SHALL BE PROTECTED AGAINST DAMAGE FROM ALL FRT FIRE RETARDANT TREATED STOP STORAGE 7.PROVIDE COAT HOOKS WITHIN TOILET COMPARTMENT MAX.48'A.F.F. EEEEE FLASH FLASHING STRUCT STRUCTURAL 111 SET OF SHOP DRAWINGS.PRODUCT LITERATURE.EQUIPMENT WARRANTEE MANUALS. SOURCES.SUSP SUSPENDED 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING.UNLESS NOTED OTHERWISE AS REQUIRED 2.ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS FLR FLOOR FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS.FINISHES.AND FIXTURES. THE PRESCRIBED IN THE PLANS.INSULATION SHALL BE INSTALLED REVISIONS: THRESH THRESHOLD ACCORDING TO THE MANUFACTURERS'RECOMMENDATIONS. F.A. FLUID-APPLIED CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THEGENERIC NOTES FND FOUNDATION T.O. TOP OF INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE.MENU BOARDS ETC. 3.DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE Q Q TOILET 5/29/20 PERMIT SUBMITTAL FDIC FURNISHED BY OWNER. T TREAD.THICKNESS PRESCRIBED IN THE PLAN.U-VALUES SHALL MEET OR BE LESS THAN PER ANSI A117.1 CHAPTER 6 23. WHERE EXISTING WORK IS DAMAGED,CUT.OR DEFACED DUE TO PERFORMANCE THOSE SHOWN ON THE PLAN. INSTALLED BY CONTRACTOR TEMPERED OF NEW WORK,THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING 4.AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS 1.UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. 07/08/20 BID SET FOIO FURNISHED BY OWNER. TS TUBE STEEL SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL AND GAPS IN FRAMING.SEALANTS SHALL BE OF THE NON-HARDENING 2.OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. INSTALLED BY OWNER TYP TYPICAL BREAK LINES SUCH AS CORNERS.CEILING LINES.TOP OF BASE OR SIMILAR. TYPE. 3.DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM.AND MAY BE 5.WALL.CEILING AND SLAB INSULATION SHALL BE AS CALLED USED IN CONJUNCTION WITH OTHERS AS SHOWN. FCIC FURNISHED BY CONTRACTOR. 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT 4.EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED, UNPIN UNFINISHED OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS INSTALLED BY CONTRACTOR AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS. UNO UNLESS NOTED OTHERWISE REGARDING DENSITIES AND ES.AN APPROPRIATE MOISTURE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF BARRIER SHALL BE INSTALLEDED ON ON THE WARM SIDE OF THE EXPOSED 5.GRAB BARS SHALL BE 11/4'TO 11/2'OUTSIDE DIA.AND SHALL BE GA GAUGE UR URINAL THE ARCHITECT. WALLS.IT SHALL BE CONTINUOUS AND SEALED. ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. GALV GALVANIZED VCT VINYL COMPOSITION TILE 6.FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED 6.PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES GAP GENERATOR ALARM PANEL VERT VERTICAL PLANS.FRONT5,-0. FORONLYSPE IFICTO ACTUAL.PLANS.INTERIOR FIXTURESA D ACCESSORIESEFORATHISSPROJECT�CATIONS,ECT. GL GLASS VIN VINYL LonoixG O FSSET 24'R X LOAD G fr 7.ALL HANDICAPPED TOILET ROOMS FIXTURES AND ACCESSORIES SHALL GWB GYPSUM WALLBOARD VR VAPOR RETARDER DOOR OPENING^ 2•-6 2�-6 COMPLY W/CHAPTER 11 OF THE IBC.ANSI A717ADA AND WAC 51-50. VTO VENT TO OUTSIDE f IIL ti 5'-0' 8.ADDITIONAL FIXTURES SHALL BE MOUNTED AS FOLLOWS: HC HANDICAP WC WATER CLOSET � 0 T.P.DISP. .1-1 MAX.IN FRONT OF W.C. AND BTWN.15'AP d 48'A.F.F. HOWE HARDWARE 2-8 2-6 ALLOW MIN.1F. BETWEEN G.B.AND DISP. MNT.SOAP DISPENSER VIP WATERPROOFING SHOWER HEAD 0 � MAX.40'A.F.F. BTM.EDGE OF MIRROR MAX.40'A.F.F. HP HEAT PUMP WS WHEEL STOP 1'-fl' 3'-1' ADJUSTABLE WAND 0.PROVIDE ADA SIGNAGE PER IBC 2015 AND ICC A117.1-2000 HT HEIGHT W WIDTH 10.SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT, HM HOLLOW METAL WDO WINDOW CENTERED �� CONTROLLER m 11.PROVIDE OPEN ENDED TOILET SEATS PER IPC 400.2.3. SHEET TITLE: HOR HORIZONTAL THE APPLIANCE CLEAR FILM 12.T.O.W.C.SEAT MINIT/MAX.10'A.F.F.SEAT SHALL NOT RETURN AUTOMATICALLY. w/ WITH SPACE p p CONTROL AREA ADA GRAB-,715. FLUSH CONTROLS HAND OPERATED OR AUTOMATIC. HB HOSE BIB WD WOOD r BAR 14. MAX.DEPTH OF LAV.BOWL TO BE 6-1/2'DEEP. HAND OPERATED FAUCETS. BARRIER FREE DETAILS HW HOT WATER WI WROUGHT IRON x SELF-CLOSING SHALL REMAIN ON FOR MIN.10 SECONDS. b"A, �n 2'-3' 15.FRONT OF LAV.TO BE MAX.54'A.F.F.MEASURED TO RIM OF SINK. HWT HOT WATER TANK WRGB WATER RESISTANT E FOLDABLE ADA I; ENERGY CODE NOTES HMD HOLLOW METAL DOOR GYPSUM BOARD - BAR GRAB BENCH HMF HOLLOW METAL FRAME ZINC. ZINCALUME FOLDABLE ADA BENCH GENERIC URINAL NOTES: DRINKING FOUNTAINS ID INSIDE DIMENSION LD,TOP LOADING T'11' PER ANSI A117.1 CHAPTER 6 PER ANSI A117.1 CHAPTER 6 INSUL INSULATION ROLL- IN SHOWER PLAN BENCH CONTROL WALL REAR WALL 1.A CLEAR SPACE OF 30 INCES WIDE INT INTERIOR 1.A CLEAR SPACE OF 90 INCES WIDE SCALE 1/4'=1'-0' SCALE 1/4'=1'-0' SCALE 1/4'=1'-0' SCALE 1/4'=1'-0' BY 48'IN DEPTH TO ALLOW FOR BY 48'IN DEPTH TO ALLOW FOR FORWARD APPROACH TO BE PROVIDED. FORWARD APPROACH TO BE PROVIDED. 2.URINAL SHIELDS NOT TO EXTEND 2.PROVIDE KNEE AND TOE CLEARANCES FARTHER THAN THE FRONT EDGE MIN.2T A.F.F.W/TOE CLR.OF MIN.O' ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS OF THE URINAL RIM FOR A DEPTH OF 25' ACCESSORY MOUNTING SCHEDULE .3 URINAL SHALL BE WALL HUNG W/AN 9.FOR A PARALLEL APPROACH UNIT REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO ELONGATED RIM AT A MAX.1T A.F.F. SPOUT OUTLET TO BE MAX.36'A.F.F. TOILET PAPER TOWEL uvnTnRY,FAUCET TO-PAPER SANRARYNAPION 38'GRAB BAR 4T GRAB BAR av:4B^MIRROR OPINIONS VERTICAL GRAB URINAL VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LOCATE SPOUT MAX.3.1/2'FROM FRONT DISPENSER ISDAP DISPENSER DISPENSER DISPOSAL FOUNTAINS BAR LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. 4.FLUSH CONTROLS SHALL BE MTD.MAX. EDGE OF UNIT. �, 44'A.F.F.HAND OPERATED OR AUTOMATIC. S.FOR A FORWARD APPROACH UNIT Pic WQrAu ae^MIN s4^MD4. �� CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE 5.FLUSH VALVES SHALL HAVE A SPOUT OUTLET TO BE MAX.36'A.F.F. PROJECT ARCHITECT: DssmVALmEEo 4r MIN. i�� � pO Iah n,m FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE LEVER WHICH WILL PERMIT LOCATE SPOUT MAX.5'FROM FRONT ' D, m SEAL. OPERATION BY WRIST OR ARM AND MAX.15'FROM THE VERT.SUPPORT Pic zoom o� 4.OPERABLE PARTS TO BE BETWEEN PRESSURE. DRAWN BY. P ° i ku em INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS 15'MIN.AND 48'MAX.A.F.F. gH m WITH FIRE RATED CAULK FOR HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL .9 Y PRIOR TO ANY WALL GWB INSTALLATION. Pic CHECKED BY: PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR GENERIC NOTES F 0 R SHOWER STALLS 20ma. Id Ib1 LEAKAGE SEAL. APRIL 9, 2020 PER ANSI A117.1 CHAPTER 6 DATE ABLE 8098 MAXIMUM REACH DEPTH AND HIEGHT PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR 1. MIN.SIZE OF STALL 98'X 38'W/96'WIDE BY 48'DEEP CLEAR FLOOR IN FRONT OF STALL. E„ E- oA.REACH s INCH 2 HCHEs 15 INCHES s INCHES O INCHES tl INCHES PROPER AIR LEAKAGE SEAL. 2.PROVIDE GRAB BARS ACROSS THE CONTROLL WALL AND ON THE BACK WALLTO A POINT 18' S�:ARCH�18�DRAWINGS�18-261 FROM THE CONTROL WALL. n �g MAX REACH 48 INCHES 48 INCHES 42 INCHES 40 INCHES 96 INCHES 94 INCHE5 COMPUTER FILE NAME Am - He1G'E TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS,MECHANICAL 3.PROVIDE SWING UP SEAT WHICH FASTENS TO WALL. SEAT TO SUPPORT MIN.250f LIVE LOAD. AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE MNT.SEAT MIN.17'MAX. A.F.F. WITH ALL SUB TRADES. 4.MNT.CONTROLS ON THE SIDE WALL OP THE SEAT 38'MIN.AND 48'MAX.THE SHOWER FLOOR. lal Inl io m,„ a. >io-z4 ma. 5. B MAX.THRESHOLD FOR SHOWER LIP TO BE V.RECESS STALL INTO CONC.SLAB PER MANF'S. IRICBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH D OBSTRUCTED SIDE HIGH REACH SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE 6.PROVIDE SHOWER SPRAY UNIT HOSE MIN.50'LONG. CONTROLS FOR HEAD TO BE WITHIN 15' A � 0 . 1 REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND LEFT OR RIGHT OF THE CENTERLINE LINE OF THE SEAT. 7.GRAB BARS TO BE 1-Ji'DIA.W/MIN.1-Xi CLEAR BETWEEN G.B.AND WALL. EXHAUST MEET ALL APPLICABLE CODES. S.INSTALL LIMIT DEVICE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEGREES F. COPYRIGHT 2020 CARLETTI ARCHITECTS.PS I \ \\ I I I \ \ I CARUETTI ARCHITECTS P.S. ardhdcamtura @r planndoog 116 EAST FIR STREET SUITE A \\ „ MOUNT VERNON, WA. 98273 Phone: 13601 424-0394 Fax: (360) 424-5726 RAISED AREA OF CMU I E STRCED WALL FOR SIGNAGE It` u�`":::, ♦ `\•: \ PETER TCI $TALE WA6HINGTGN , / ♦ k \ �� ♦�� \ NEW 92'HIGH CMU WALL er GROUND FACE COLORED CMU W/ I U �,\ PRE CAST CONC. CAP SEAL ANEW FIRE STATION FOR: 3°i ALL SEE DETAIL 11/A-1.0 FOR RAISED CITY OF ARLINGTON TION AT ENTRY SIGNAGE AREA I STATION #48 9V i ARLINGTON, WA 98223 NEW 32'HIGH CMU WALL GROUND FACE COLORED CM _ Ulw� �`�♦ 9 ,�`, �. QG,(. PRE CAST CONC.CAP SEAL I SEE DETAIL 11/A-1.0 CONTACT: y `♦� n ♦♦� ��e PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 414. ` / 1 ` ------ '/� � e `�CONCRETE , -+ APRON FLAGPOLE �I / ,2 ss < ° GRAVEL ssi A 18-261 e s ACCESS \ REVISIONS: CMU WALL ENCLOSURE t: AT DUMPSTER SEE DETAIL � � ,� � \� 4,. \\ 5/29/20 PERMIT SUBMITTAL 12/A-1.0 AND FLOOR PLAN SHEET A-2.1 FOR TYP. NOTES ' I /\\ �: \ \ \\ 7/8/20 BID SET r � A f A �; I ♦k° \ w \ C\ \ AI -----✓ , , CMU WALL ENCLOSURE ,,♦♦,♦♦♦♦ a1 II III \\ \ n \ -AT GENERATOR-SEE_DETAIL i� 12/A-1.0 AND FLOOR PLAN SHEET A-2.1 FOR TYP. NOTES :Ig A Lj r iQ \ SHEET TITLE: � yt I rV , o ' 1 ? I SITE PLAN I ; I I : I I %T2.. 011 011 ______ _ 2134.36' �. I — — - Pic r , 2626.53' T, , PROJECT ARCHITECT: MONIT)R :. 58]°48'Y4"E 492.17' T T—®-T ''•� Pic DRAWN BY -----Pic CHECKED CHECKED BY: FEBRUARY 28, 2020 I DATE S\:ARCH\18\DRAWINGS\18-261FLRBASI FIRST FLOOR PLAN COMPUTER FILE NAME A � 1 . 0 + J COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. PRECAST CMU CAP CMU ENCLOSURE BEHIND 18'-5f 2'-10I' 10'-$>f' T-10T CARLETTI ARCHITECTS P.S. arditeI&Plannnmlg ALL FENCE POSTS 4'PRECAST 12'S.S.OFFSET AND CHA[NLINKS TO CMU CAP LETTERING 116 EAST FIR STREET BE RUBBER COATEDrF SUITE A MOUNT VERNON. WA 98273 w o Phone: (360� 424-0394 z SELF SUPORTIVE CHAIN Fax: I360 424-5726 SOLID GROUT w GROUND FACE CMU m LINK GATE WITH LOCKABLE ENCLOSURE w CLASP AND VINYL SLATS l V N 8429 a =' 10'S.S.OFFSET E STERC D 0 0 ITET LETTERING TURNED DOWN SOG W/ PETER '�'I #4'S 0 18'0 C. EA WAY STA1E WASHNGTON CONCRETE SLAB. SEE CIVIL DWGS A NEW FIRE STATION FOR: CITY OF ARLINGTON SEE STRUCTURAL_-'~ / '.� STATION #48 DWGS.FOR FooTING r ARLINGTON, WA 98223 DETAILS d WALL ii REINFORCING io ii° SOLID GROUT GROUND FACE CMU WALL CMU WALL 1'-4'0 6'HIGH WALL 24'WIDE 0$'HIGH WALL AOL �DUMPSTER/ GENERATOR ENCLOSURE C11 TE SIGN CONTACT: 4'=1'-0' SCALE: 4'=1'-0' PAUL ELLIS SCALE: CAPITAL PROJECTS MANAGER 360-403-4603 PROVIDE FLAG POLE LIGHT AT EA. POLE PAVING TOOL EDGE 4'CONCRETE I IIII—III IIIIIII I' #4 BAR III= FILL HOLE W/ III I I III III= III=III- 18-261 8' GROUT 4'O NCRETE SIDEWALK II_I-III PRECAST CONC. 1' ,; - 6 1 WHEEL STOP A1.1 6'-O'TYP. III ° REVISIONS: SLOPE TO DRAIN ISEE PLANT - I SLOPE To DRAIN 5/29/20 PERMIT SUBMITTAL D �II�II 7 ��=_ ,III I _ 3'CLEAR 7/8/20 BID SET ill IIII II II III- 1I I I III- FLAGPOLE F.0 LC. II-III III III=III=III -III III - III III- � i9 IIIIII IIII III-III-III- III III I II II III III II ? a " 1 1=11' III=III II- III-III-III- FLAGPOLE SLEEVE III: ;o I61#5 VERY ° III III III III III STL,DOWEL MIN, III= II III-III II III-III III II 12'INTO GROUND I I III IIII '° 9'-0'e CONCRETE III-III III=III III COMPACT FILL CUT GRADE OR SHAFT IIII III-III III -III III III=_ 8' COMPACT PILL #4 0 12'O.C. 111 it l PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. I 7° FLAGPOLE BASE OR AT STRESS POINTS SCORE JOINTS 0 5'-0' PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. O.C.W/LIGHT BROOM FINISH CROSS WAYS OR AT STRESS POINTS SCORE JOINTS 0 5'-O' TO WALK. O.C.W/LIGHT BROOM FINISH CROSS WAYS TO WALK. lk 10 CONIC WHEEL STOP ASIDE WALK CURS ATYPICAL SIDEWALK FLAG POLE SASE p -7 SHEET TITLE: �101 LOCATIONS SCALE: 1'=1.-0' SCALE: 1'=1'-0' SCALE: 1'=1'-O' 6 SCALE: �'=1'-0' SITE DETAILS (2)#4 BARS NOTE: ALL SIGNS DEPICTING RESERVE FASTEN W/12)5/8'DIA. THE INTERNATIONAL SYMBOL PARKING GALV.BOLTS OF ACCESSIBILITY TO BE BROOM FIN. $. WHITE W/ BLUE BACKGROUND m VAN ACCESSIBLE TY AV NG SIDE SLOPE PARKING STALL ONLY TYP.PAVING PLANTING SECTP.PION I T $• PLANTING 2'SQUARE STL.TUBE SECTION 1'� (SEE CIVIL.) xAn..eew.m W/1/4'END CAP WELDED (SEE SPEC.I TO TOP:GALV.AFTER FLUSH EDGE _ o FABRICATION:PAINT VAN CHARCOAL GREY w III=III= - III-III= ACCESSIBLE o, -III=III= =III SLOPE CONIC.AWAY FROM oo III-III= III= STL.PIPE o u o 1 =III 4 -I -III= III— -III=IIII TOP OF PAVING OR PJC 0 oo000o000o00000000 -III=III=III III=III=III= PROJECT ARCHITECT: °Oo°o°oo°°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o - =III=_ FIN.GRADE o = —II PJC 0 000o000o000o000oo°Oo°o°oo°oo°oo°o°oo°o°o°o°o°o Il,i,lllii N O OOOOO-OOoOO-Ooo00000 DRAWN BY: 0000000000000000000 °Oo°o°O°o°o°o°o°o°o°o°o°o°o°o°o°O°o ° TYP GRAVEL as _ Li BASE COLD JOINT(NO BOND) Pic TRUNCATED (SEE CIVIL. m ) CHECKED BY. SURFACE PLACE 1/2'FELT EXPANSION JOINT 0 20'-0'O.C. INTERNATIONAL SYMBOL OF BARRIER-FREE NON-SLIP OR AT STRESS POINTS.SACK FACE IF REQUIRED ACCESS TRAFFIC WHITE PAINT ON ASPHALT a MAY 18. 2020 TO REMOVE PITING OR ROUGHNESS 0 PARKING STALLS. aQ 12 DIA.CONIC.BASE DATE 5\:ARCH\18-261 DETAILS COMPUTER FILE NAME ASIDE WALK CURS CAST IN PLACE CURS EXTRUDED CURB 2 B'F' STALL ACCESSIBLE PARKING A � 1 . 1 SCALE: 1'=1'-O' SCALE: 1'=1'-0' I (2) LOCATIONS SCALE: 1'=1'-O' COPYRIGHT 2019 CARLETTI ARCHITECTS.PS. - - - - - - - - - - - - ELEC./IT STORAGE 200 201 —89_-5'TRAVEL DIST HAL� — —FE /+� 202 XIT . CARLETTI ARCHITECTS P.S. E XI ardhkwwre&planning 116 EAST FIR STREET SUITE A I EXIT PLAN NOTES: MOUNT VERNON. WA. 98273 110 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL a 100'-0'(OKI Phone: 14I0I 424-0394 I 2. OVERALL EXIT TRAVEL DISTANCE�300'-0'FOR(5)(OKI�250'-0'FOR(SA R-21(OKI Fax I360I 424-5726 I 3.EXITS ARE GREATER THAN 1/3 THE DIAGONAL DISTANCE APART OF THE AREA APPARATUS SERVED.WHERE THERE IS REQUIRED TO BE MORE THAN ONE EXIT IOKI BAYS BELOW 71�E STORAGE 4. EGRESS WIDTH PER OCCUPANT SERVED 143 OCCUPANTS IPER COVER SHEET((.151 INCHES PER OCCUPANT IPER TABLE 1005.1 WITH IB/S-1,R-2)OCCUPANCIES WITH SPRINKLER SYSTEM)143 X(.151•21.45 INCHES. WE PROVIDE 6 X 134'1•204 INCHES WHICH IS>21.45'(OK) 5. MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD(SECTION 1010.1)OCCUPANT LOAD a I IS 2 AND FOR OCCUPANT LOADS BETWEEN 11 AND 5001 2 EXITS ARE REQUIRED. N I (51 EXITS ARE PROVIDED(OKI _ 6. INSTALL EXIT LIGHTS 6 FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED> BY THE FIRE MARSHALL q NEW FIRE STATION FOR:I F CITY OF ARLINGTON ®� STATION #48 " I ARLINGTON, WA 98223 � I — — — — — — CONTACT: TFPAUL ELLIS CAPITAL PROJECTS MANAGER L— — — — — — — — — — T 360-403-4603 SECOND FLOOR EXIT PLAN , SCALE: 1/8'•1'-0' III 18-261 II m � — — — � - - - - - - - J — t - I REVISIONS: ® 5/29/20 PERMIT SUBMITTAL � lc� 7 8 20 IDS T o / / B EO _FE 50'TRA EL [STANCE FE 50_TRAVEL DISTANCE—Fr ° 1 ° I o ®-----JL—1 �_- EXIT �I u a SHEET TITLE: o� a1 B'TRAVEL D NCE� �I — — — — — — FE 50'TRAVEL DISTANCE Y5 FIRST FLOOR EXIT PLAN SECOND FLOOR EXIT PLAN 0 0 I I I I I 0 0 I IFE F. o � II �7 , � I E IIT — WE I D 0 Q Q o - - --z • — — — Pic PROJECT ARCHITECT Pic DRAWN BY: Pic —I — — — • • — • • • — — — _ — — — — CHECKED B Y L II II T)) ) ) FEBRUARY 28, 2020 D D Y D I DATE D ) I S\:ARCH\ DRAWINGS\18-261FLRBASI COMPUTER FILE NAME L j j IT I I I I LI — — — — — — — ---- -I— I— J I I A � 2 . 0 I R S T FLOOR EXIT PLAN u COPYRIGHT 2020 CARLETTI ARCHITECTS.PS. SCALE: 1/8'=1'-0' , J 1.9 2.9 6 7.1 9 FLOOR PLAN NOTES. 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER ANSI 117.1ABC CHAPTER 11 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING T T T 3. SEE SHEET A-0.0 FOR MINIMUM HOOP ACCESSIBLE RESTROOM DIMENSIONS AND 154'-T CLEARANCES. 4. CONFIRM ALL FINISHES W/OWNER AND CONTRACTOR PRIOR TO ORDERING. 68'-8' S. COORDINATE ALL CARD SWIPES AND SECURITY CONNECTION WITH OWNER 6. VENT HOT WATER TANK OUTSIDE THROUGH ROOF AS REQ'D PROVIDE RELIEF VALVE PAN 16'-8' 52'-0' 32'-0' s9'-5' CARUETTI ARCHITECTS P.S. AND SEISMIC STRAPPING AS REO'D. archka=m&planning 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/OWNER PRIOR TO CONSTRUCTION. 8. SOUND INSULATE ALL WALLS TYP.THROUGH-OUT. 116 EAST FIR STREET 9. ALL EXTERIOR WINDOWS TO RECEIVE WD SILL/APRON W/GWB HEAD/JAMB.U.N.O. SUITE A 10.ALL RESTROOMS TO HAVE GREEN BOARD TYP. a NOTE: MOUNT VERNON. WA. 98273 11. ALL WALLS TO BE FRAMED TO B.O.ROOF DECK U.N.O.ON PLAN. q - ALL GROUND FACE CMU WALL 12.PROVIDE CAULKING.SEALANT.OR GASKET AT ALL WALLBOARD PENETRATIONS. d d o Phone: 13601 424-0394 13.PROVIDE POWER AND WATER LINES IN ROOMS 118 d 147 FOR GARBAGE DISPOSAL.INSTA-HOT. o A WILL HAVE A FINISHED EDGE - I 1 REFRIGERATOR AND ICE MAKER. A B C 5'HSS STEEL D al E AT ALL DOOR OPENINGS BOTH Fax: 360 424-5726 4.0 A4.1 COLUMN POWDER A4.7 -4. SIDES TYPICAL POST SIGNS AT DOORS COAT _ _ _ 10-ELECTRICAL ROOM r, 11-RISER ROOM DIESEL TANK 6 CAPACITY - U E STERED TV 6'-4'HIGH MU SCREEN ALL a G ITECT COT EDO F .LO.TYP. F e GENERAT R 4 0 II PAT DAY ROOM E I _4 e? 120 a DESK W/GROMENTI CLOSETS BEDS.CHA RS " PaTIIi METER BA Ba.coRxeR auAwe P D.LO.TY F.O.LO.TY • NCLOSURE I I I BBQ To n•Arr.Trr. F.C.I.C.TYP.IA STALE WASHINGiON '0' - H/C- J G S__ - X e canxeRe 1, PLACES 17 PLACES 171 PLACES LEGEND11 10 - Et HB - - - - 9 CH-IRS H r - - - - 4s H B ENGINE/GENER TOR _ FO.LO;TYP. �O 6'1 FLOOR DRAIN.SLOPE FLOOR TO DRAIN 12 12 VLVC. 1 M RLEAN 12 11 HOSE ROOM/ F OWO SHOP 6 LSTORAGE DINING TABLE 7 SET F.O.1.C. LE P ANEW FIRE STATION FOR: f DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERY BACKUP aO / F ROOM EMS - ;, 2 5L EPER SLEEP R 124 SLE PER SLE PER CITY OF ARLINGTON EXIT 0 ECH o STORAGE AND 1 1 1 2 123 COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP OOMF.D. 1 0 106 12 126 I STATION #48 104 COMPRESS 118 CHAIRS 5 F.O.I.O.TYP. 5 5 5 5 5 5 ARLINGTON, WA 98223 n EXITA HARDWARE - - - 12 1 1 76 1 16 1 17 1 OM 10 18 1 19 2 se.CORNER WARDS 45 46 47 49 50 7--I' EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE C - - TO n'AMR rn. LULJ w H/C 1�'DIA.STL.HA RA e O � EXIT EXIT FE �.• H wAu 44 Recess SLAB TO ALLOW HALL SS.CORNER G RM a ] ` PLOW TYP POR SHOWER TANS TYP. iZ8 TO M'Arr.TYP HB ATTACH 36'A.F.F. SI \I - - 15 FE 7 e coRNERB 5 O 0 ❑FE 2A 10BC SEMI-RECESSED FIRE EXTINGUISHER w EXTEND TOP 12'BEYOND 57 C.2 3.000 SF OR 75 FEET MAX TRAVEL DISTANCE r....� a RISER AND 12'..AT BT1�, HB FREEZE PROOF HOSE BIB I �. . N� ,. � 14 21 17 t��42 41 07 40 977 5I 39 38 iH1 PAULCONTAE�I$ LGAS GAS LINE FOR BBQ FOR SAW UT LAL UT .I. ItRBU ER j7 -' 7 Fo''��7OIFFIICE(� CAPITAL PROJECTS MANAGER I20I BUNKSR� ITCHEN7 7 _ 7 5 5 0 360-403-4603 TRENCH DRAINS e N E, GEAR RACKS 1 I 11g I 37 DOOR NUMBER SEE SHEET A-2.7 FOR SCHEDULE 11 EACH BAY.SLOPE 6. S PE F OOR F.C.I.C. ' FLOOR AS REQ'D. TRENCH RAIN AS g I PANTRY 4X8 W TE O WINDOW NUMBER SEE SHEET A-2.7 FOR SCHEDULE TYPICAL R UIRE TYP) L 36 135 2 W 2 BOARD � H H I _.._ -4. MAX. '/ T. APPLIANCES 15 F.D.LAUNDRY 5 �NPERENCE •'•� -a. XXX ROOM FINISH TAG SEE SHEET A-2.8 FOR SCHEDULE I 14 22 'F I F. .I.C. ° 1 44 133 5 2x6 STUDS C Xo- WALL TAG SEE SHEET DETAIL A-6.0 FOR NOTES AND CALLOUTS Bo I U 43 136 HALL ---35 - 34 � o SLOPE LOPE SLOP SLOPE SLOPE SLOPE SLOPE SLOPE - SEE SHEET ID-2.0.ID-2.1.ID-2.2 FOR INTERIOR ELEVATIONS AND FLOOR ss.CORNER aUAROS HA L FE -n o FINISH PLAN - TO n'Arr.TYP 109 2 HALL 15 15 15 HALL 15 15 33 ;O ALL 1N CORNERS 2 3 I APP ATU BAYS 1 1 117 2g 1 1 141 1 1 FITNESS I P I0 550� 2x_WD STUD INTERIOR WALL ISEE WALL TYPES) "�' -e. I 00 1 10 EXI 142 14 -6. e O 27 29 30 O 31 O 32 5 L � 2x_WD STUD SHEAR WALLS OR BEARING WALLS.REFER TO I REPORTS f414fil f41lfil TAL BUILD SF FoDn CON LIBRARY ENTRY STRUCTURAL AND)SEE WALL TYPES/TYP.WALL SECTIONS) GAS MET R o IN B ILDIN -0.791 SF m H 115 I OFFS 5 - ® 18-261 LOCATION "' °' AI 1 I RR EAK 1.135 S 9 r 116 0 OFFICE FI E 2x_WD STUD SHEAR WALL W/4'CMU VENEER. (REFER TO EZZA INE-1-694 SF ezTRAcroR FEa X6 137 138 139 g --'gAI STRUCTURAL AND TYPICAL WALLS SECTIONS) EZZA INS-2-561 SF R.Wdaup.m. E° ro 8 A EXIT TAL 10.926 S.F. e•coNO PAD - 8'CMU WALL.(REFER TO STRUCTURAL,AND TYPICAL WALL SECTIONSI C /ENTRY-75 SF eewR4ra 4 m 1 26 rn a6r - REVISIONS: FE.. HB 6 C 52 x 15 o.Lo. 7 �R7 OFFICE D D - OEXHAUST FAN VENT TO THE OUTSIDE THROUGH ROOF.SEE MECHANICAL F mlTeR Port L`J 9iJ POL :0 1 V SUL �e. BREAK "fie 7 140 5/29/20 PERMIT SUBMITTAL DRAWINGS FOR NOTES AND CALL OUTS '1' 13 Bew•B4•a R.R. 113 m F.D. o D O D O iR ° 3 0 25 A 11 , 15 144 53 7 ® ,,I 5 /Y. F 7/8/20 BID SET EXIT SS.CORNER euARDs I -4 x 5 HB w)COVEI 6 •CORNERS 90ASEATS INING ROOM ' 1.-y. p•-u ENT R 10'-11 4!0 g9A I o® 0SFI BOAR FF OLUMN OWDE a FCLDi G da d - - - COAT a PROVIDE BLOCKING IN D da 4 da 4 D CEILING ABOVE WHITE BOARDS FOR PROJECTION �D 4. SCREEN AS REQUIRED B C TYPICAL d EX[ I SHEET TITLE: a ° LI - - /- - v` - 7 - � 1T-o' a 52'-0' 31'-2? 98'-9' 17'-1t 4 FIRST FLOOR PLAN 15 O d 4'-0• d 1 a d 2 a a 3 4 5 6 7 8 9'1 d a FIRST FLOOR PLAN SCALE: 1/8'•1'-O' 11 1 J Pic PROJECT ARCHITECT. Pic DRAWN BY Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASI COMPUTER FILE NAME A - 2 . 1 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. FLOOR PLAN NOTES: 1 1.9 2.9 4 6 7.1 8 9 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER ANSI 117.1/I5C CHAPTER 11 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING 9. SEE SHEET A.0.0 FOR MINIMUM HDCP ACCESSIBLE RESTROOM DIMENSIONS AND CLEARANCES. 4. CONFIRM ALL FINISHES W/OWNER AND CONTRACTOR PRIOR TO ORDERING. 5. COORDINATE ALL CARD SWIPES AND SECURITY CONNECTION WITH OWNER 6. VENT HOT WATER TANK OUTSIDE THROUGH ROOF AS REO'D PROVIDE RELIEF VALVE PAN AND SEISMIC STRAPPING AS REO'D. 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/OWNER PRIOR TO CONSTRUCTION. S. SOUND INSULATE ALL WALLS TYP.THROUGH OUT. CARUETTI ARCHITECTS P.S. 0. ALL EXTERIOR WINDOWS TO RECEIVE WD SILL/APRON W/GWB HEAD/JAMB,U.N.O. ardhtta=re&planning 10.ALL RESTROOMS TO HAVE GREEN BOARD TYP. 11. ALL WALLS TO BE FRAMED TO B.O.ROOF DECK U.N.O.ON PLAN. 116 EAST FIR STREET 12.PROVIDE CAULKING.SEALANT.OR GASKET AT ALL WALLBOARD PENETRATIONS. SUITE A 19.PROVIDE POWER AND WATER LINES IN ROOMS 118 8 147 FOR GARBAGE DISPOSAL.INSTA-HOT. REFRIGERATOR AND ICE MAKER. MOUNT VERNON. WA. 98273 Phone: (3601 424-0394 A Fax: 1360) 424-5726 B c C E 4.0 A A4.1 A4.1 4 7 a E STERED LEGEND 7e-n a. Perm STAiE WASNNGiON O 6'0 FLOOR DRAIN.SLOPE FLOOR TO DRAIN FD 18 19-4 40-11 le f DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERY BACKUP 7=4- �' — 7-4'- — — — — — —' 0 B — — ---- - ———— - ———— -- — — B COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP I RISER O O O O O HARDWARE PHONE DATA I A NEW FIRE STATION FOR: EXIT o n 1 BD RACK b CITY OF ARLINGTON EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE a I 42'HIGH REMOVABLE ' Q STATION #48 LJUJ GUARDRAIL 1 FIRST FLOOR ARLINGTON. WA 98223 �FE 2A 1OBC SEMI-RECESSED FIRE EXTINGUISHER 11 AT DOORS XIT 6 WALLS BELOW 3.000 Sr OR 75 FEET MAX TRAVEL DISTANCE ( c - - - - - - EF� FF �HB FREEZE PROOF HOSE BIB 61 ' 1 62 1 4 1" 'O GAS GAS LINE FOR BBO 6D3 EXIT L1 CONTACT: POST SIGN MAX. 0 DOOR NUMBER SEE SHEET A-2.7 FOR SCHEDULE I LOADING 125 P.S.F 1 XIT it PAUL ELLIS CAPITAL PROJECTS MANAGER O WINDOW NUMBER SEE SHEET A-2.7 FOR SCHEDULE I 360-403-4603 X-Xxl ROOM FINISH TAG SEE SHEET A-2.8 FOR SCHEDULE 11 Is WALL TAG SEE SHEET DETAIL A-6.0 FOR NOTES AND CALLOUTS I q 1 H H SEE SHEET ID-2.0,ID-2.1,ID-2.2 FOR INTERIOR ELEVATIONS AND FLOOR It4y BD FINISH PLAN h 0 1 aaannmom 2x_WD STUD INTERIOR WALL(SEE WALL TYPES) m o — 2x_WD STUD SHEAR WALLS OR BEARING WALLS.REFER TO 71.1T STRUCTURAL AND(SEE WALL TYPES/TYP.WALL SECTIONS) I 42'HIGH I FIRBT FLOOR ® 2x_WD STUD SHEAR WALL W/4'CMU VENEER. (REFER TO REMOVABLE WALLS BELOW STRUCTURAL AND TYPICAL WALLS SECTIONS) POST SIGN MAX. GUARDRAIL LOADING 125 P.S.F AT DOORS 18-261 GALV.1-1/2'DIA ® 8'CMU WALL)REFER TO STRUCTURAL.AND TYPICAL WALL SECTION51 I 6 _ PIPE STEEL O EXHAUST FAN VENT TO THE OUTSIDE THROUGH ROOF.SEE MECHANICAL I WITH SLEEVES DRAWINGS FOR NOTES AND CALL OUTS o 11 �e. REVISIONS: 5/28/20 PERMIT SUBMITTAL o'g O I F 7/8/20 BID SET a r A I O O 4JI FIRST FLOOR WALLS BELOW ST-W F 4 E B C 42 — J — SHEET TITLE: FIRST FLOOR PLAN I 1 2 3 4 5 6 7 8 9 SECOND FLOOR PLAN , SCALE: 1/8'=1'-O' Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FEBRUARY 28. 2020 DATE 5\:ARCH\18\DRAWINGS\18-261FLRBASI COMPUTER FILE NAME - 2 . 2 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. 1 1.9 2.9 O 6 7.1 8 9 LEGEND ® 2X4 LIGHT FIXTURE CARLETTI ARCHITECTS P.S.SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES ndiom"&Plnrilg 1X4 LIGHT FIXTURE 116 EAST FIR STREET ® SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES SUITE A 0 RECESSED INTERIOR CAN LIGHT MOUNT VERNON, WA. 98273 SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES Phone: (360) 424-0394 EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE Fax: (360) 424-5726 W/BATTERY BACKUP EXIT WITH COMBINATION BATT BATTERY BIT SIGN/I!MERGENCY ACKUP HARDWARE LIGHTING A g C D E 4.0 A4.0 A4.1 -A4.1 _4 8429 E STEREO EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE NOTES: 1.HOMERUN ALL DATA/PHONE TO SERVER ROOM I I F zR w,�sxiRc ax 2.PHONE/SERVER RACK LOCATION PER ELECTRICAL I III ® I -4. 3.COOLING IN SERVER ROOM W/SPLIT SYSTEM AS REQ'D.BY THE MECHANICAL ENGINEER. II 4.VERIFY ALL LOCATIONS 0 POWER/DATA W/OWNER PRIOR TO DRYWALL GOING UP. r — — — — — — — — — — — — — — — — — — — — - - 5.VERIFY SECURITY SYSTEM W/OWNER. _ _ _ I A NEW FIRE STATION FOR. 6. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. CITY OF ARLINGTON T ALL GWB/ACP CEILING HEIGHTS ARE PER SCHEDULES TYP. G I 8. ALL SOFFIT HEIGHTS TO BE AS NOTED ON REFLECTED CEILING PLAN N. WA 98223 I ARLINGTO 0 0 0 0 0 0 I .: ® G XIT I CONTACT: e. AL pp — C 2 PAUL ELLIS CAPITAL PROJECTS MANAGER • G 0i ® ® I 360-403 4603 SQL = 0® 0 H W ,3„.�..�....... — — � XI 4 .. IT ;.: 0 F. Qwa FIND AL ® 18-261 I REVISIONS: I XI I E 5/29/20 PERMIT SUBMITTAL I IT ® Gwe �.` . ® 7/8/20 BID SET F - - ... •.. ® XI 4. III III � G ® ®® c llll LLuII O 1x4 CLEAR T6G E -4 CEDAR W/CLEAR SEALER 0 FRONT A42 I ® I SHEET TITLE: g C _4 _4 ENTRY ONLY ALL OTHER SOFFITS TO ,exI 1ST FLR. REFLECTED CLG. PLAN BE METALALSOFFIT PANELS H i u 1 2 O3 04 5 6 7 8 9 FIRST FLOOR REFLECTED CEILING PLAN , SCALE: 1/8'•1'-0' Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: FE13RUARY 28, 2020 DATE S\:ARCH\18\DRAWINGS\18-261 FLOOR 5 COMPUTER FILE NAME A � 24 COPYRIGHT 2020 CAR-TTI ARCHIT2CT5.P.S. LEGEND2X4 LIGHT FIXTURE T T ® SEE ELE CT DRAWINGS FOR LIGHT FIXTURE TYPES IX4 LIGHT FIXTURE ® SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES CARLETTI ARCHITECTS P.S. 0 RECESSED INTERIOR CAN LIGHT ifd110RWf 1pMmbj SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE 116 EAST FIR STREET W/BATTERY BACKUP SUITE A EXIT COMBINATION EXIT SIGN/EMERGENCY LIGHTING MOUNT VERNON, WA. 98273 WITH BATTERY BACKUP HARDWARE EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE Fax:Phone: (3603601 424-0394 424-5726 NOTES: I.HOMERUN ALL DATA/PHONE TO SERVER ROOM A I C D E eaze E STERED 4.0 4.0 A4.1 A4.1 2.PHONE/SERVER RACK LOCATION PER ELECTRICAL -4. ITECT 5.COOLING IN SERVER ROOM W/SPLIT SYSTEM AS REQ'D.BY THE MECHANICAL ENGINEER. 4.VERIFY ALL LOCATIONS O POWER/DATA W/OWNER PRIOR — — — — — — — — — — — PETER TO DRYWALL GOING UP. ZIA wnsrliNcmN 5.VERIFY SECURITY SYSTEM W/OWNER. F 8. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. -4. 7. ALL GWB/ACP CEILING HEIGHTS ARE PER SCHEDULES TYP. 8. ALL SOFFIT HEIGHTS TO BE AS NOTED ON REFLECTED CEILING PLANA NEW FIRE r �L— — — _ _ _ CITY OF ARL NGTOON FOR: �I STATION #48 ARLINGTON, WA 98223 _ F — — — — � EXITT _J I ;I —J CONTACT. �> PAUL ELLIS — LXITj LLB CAPITAL PROJECTS MANAGER ' j 360-403-4603 I I I n FXUJt I I I REVISIONS: _ — — —J � 5/29/20 PERMIT SUBMITTAL E 7/8/20 BID SET I i I I I F F I — — — — — — u _4 '4. ll I D I I 4 E SHEET TITLE: B C A4 2 2ND FLR. REFLECTED Cl-G. PLAN 1 2 3 4 5 6 7 8 8 SECOND FLOOR REFLECTED CEILING PLAN , SCALP: 1/8'•1'-0' J Pic PROJECT ARCHITECT: Pic DRAWN BY. Pic CHECKED BY: FEBRUARY 28, 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLR15A COMPUTER FILE NAME - 2 . 5 COPYRIGHT 2020 CAR-Tn ARCHITCCTS.PS. ROOF NOTES: 0 1.9 2.9 4 6 7.1 T o INDICATES 5 X 4 RECTANGULAR SMOOTH FACED DOWNSPOUT TIGHTLINE AS REQUIRED 1.ALL ROOFS SLOPES ARE AS NOTED 2.INSTALL 24 GA STANDING SEAM METAL ROOFING T KYNAR 600 FINISH AND FLASHING TYP. 9.INSTALL CONTINUOUS RIDGE VENTS ON ALL RIDGE LINES TYPICAL. 4.ALL ROOF PENETRATIONS TO BE ON THE EAST SIDE OF THE BUILDING. 5.MECHANICAL.ELECTRICAL SUB CONTRACTORS TO CARLETTI ARCHITECTS P.S. PROVIDE AND INSTALL ICOLOR TO MATCH METAL ROOFINGI ROOF JACKS.HEAT SHIELD.RUBBER areJiE�cAure&plmnnMZ BOOTS.FOR ALL PENETRATIONS MADE BY THEIR RESPECTIVE TRADES. 116 EAST FIR STREET 6.CONNECT ALL DOWNSPOUTS TO SUITE A TIGHTLINES AS REQUIRED. COORDINATE ALL DOWNSPOUT LOCATIONS WITH CIVIL/ARCH PRIOR MOUNT VERNON. WA. 98273 TO INSTALLATION. 7.PROVIDE AND INSTALL STEP FLASHING A Phone: 136O1 424-0394 AS REQ'D. 4 0 6 c D E Fax: 1360) 424-5726 B.SIZE OF GUTTERS 8 DOWNSPOUTS TO Be 4.0 A4.7 D9 A4.1 _q DS OVERSIZED WHERE NECESSARY TO HANDLE RAINWATER FROM VALLEYS AND ROOF SURFACES. ° r 64� E STERED _ 6.UPON COMPLETION OF ROOFING AND TIGHT 4I ITECT LINE CONNECTIONS.THE ROOF IS TO BE WASHED I F DOWN AND COMPLETELY CLEAN OF ALL DEBRIS. DUST.DIRT MADE BY INSTALLATION NO EXCEPTIONSIII TYPICAL I S3R WASFNNGTON 7.(2)PENCIL RIBS ON METAL ROOF PANELS OR Ds DS I DS DS STRIATED PANEL TO BE USED ON METAL ROOF EVE SE PANELS L EVE A AV 8.GUTTERS TO MATCH COLOR OF METAL ROOF B - - - ---- ----------- ------------------- ---� --- -- ---------- - B TYPICAL. I I G.ICE AND WATERSHIELD TO BE INSTALLED IN ALL I I A NEW FIRE STATION FOR: VALLEYS.RAKE.EAVE MIN 18'EA.SIDE TYPICAL. I LINE OF WALL AND ON THE ENTIRE ROOF OF ROOF PITCHES I BELOW TYP. CITY OF ARLINGTON 5:12 OR LESS. DS I Y STATION #48 SAVE I I ARLINGTON. WA 98223 C� -------- I a n—J UH-2 CONCENTRIC I I VENT THRU FOOF I I I I ro 1fla L—� C.2 I NOTE: N �� I CONTACT. I ALL ROOFING TO BE mN I PAUL ELLIS 24 GA.STANDING SEAM I CAPITAL PROJECTS MANAGER METAL ROOFING TYP. UH-2 CONCENTRIC CONT.RIDGE VENT TYP. DRYER VENT VENT THRU ROOF: BOO RIDGE CAP CONT.RIDGE VENT TYP. I 360-403-4603 I / RANGE H000 BDD EXHAUST w I H q I a oN I 4 I I a I I �w o YI i u a Ia lY um I �o N N'0 f o a VALLEY I N I I I I I I I 18-261 I I I Ds I I I I I EVE E REVISIONS: I I I 5/20/20 PERMIT SUBMITTAL I a 7/8/20 BID SET —P—EAT PEAK I I I I I I A I I I I Pe P 12 �/ — — -4. — — ----- ---TTiI-------PEAK -- — ---� EAVE --�---- — SLOPE_ IIII IIII IIII PEAK G Iw G 4 4 — RAKE RAKE J DS — — SHEET TITLE: I I ROOF PLAN I 1 2 3 4 5 6 7 8 9 ROOF PLAN SCALE: 1/8'=1'-0' Pic PROJECT ARCHITECT: Pic DRAWN BY. Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASE COMPUTER FILE NAME A - 2 . 6 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P5. DOOR SCHEDULE DOOR NOTES: NO. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES 1.ALL DOORS TO BE 13/4'THICK.ALL WOOD DOORS TO BE TYPE MAT'). FIN. MAT'). FIN. CLSR. PANIC GRP. SOLID CORE W/MAPLE DOOR SKINS. 2.VERIFY ALL R.O.AND JAMB DEPTHS PRIOR TO ORDERING. 1 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS.HIGH LIFT CLEARANCE 9.ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. 2 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS.HIGH LIFT CLEARANCE 4.EXIT DOORS SHALL OPE FROM THE INSIDE WITHOUT THE USE OFF A KEYY OR OR SPECIAL KNOWLEDGE OR EFFORT. 9 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK,CHAIN HOIST,HIGH CYCLE 75,000 SPRINGS,HIGH LIFT CLEARANCE ALL DOORS W/DEADBOLTS SHALL HAVE MORTISED INTEGRAL LEVERS TO OPERATE DEADBOLT 4 12'-0'14'-0' F ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR W/OPERATOR 3'TRACK.CHAIN HOIST.HIGH CYCLE 75.000 SPRINGS,HIGH LIFT CLEARANCE 5.ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS 5 Y-O'X 7'-0' B HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP.KICK PLATE.THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES,4'FRAME HEAD REQUIRED IN 18 INCHES OF ON 2406.ALL SUCH GLAZINGFLOORS SH LL BE SHALL OIL ZING G S CeARLETTI ARCHITECTS P.S. 6 V-O'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP.THRESHOLD.WEATHERSTRIP.CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE PERMANENT IDENTIFICATION SAFETY GLAZING STAMP. 7 Y-O'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP.THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE 6.DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION archb6tNA&Planrft 8 3'-0'X 7'-0' B HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP,KICK PLATE.THRESHOLD.SWEEP,INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.S.S.KICKPLATED,CARD SWIPE BY WRIST OR ARM PRESSURE. 116 EAST FIR STREET 7.ALL DOORS W/DEADBOLTS MUST HAVE SINGLE ACTION OPERATION BY 9 V-O'X 7'-0' A HMD PAINT HMF PAINT YES INSULATED.WEATHERSTRIP.DEADBOLT.SWEEP.THRESHOLD.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES. HANDLE INSIDE AND KEY ON THE EXTERIOR.MORTISED LOCKESETS REQUIRED. SUITE A 10 V-O'X T-O' D HMD PAINT HMF PAINT - INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.4'HEAD S.U VALUE OF ALL EXTERIOR HMD TO BE U VALUE.16/R-6 OR BETTER MOUNT VERNON, WA. 98273 11 Y-O'X 7'-0' D HMD PAINT HMF PAINT - INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD,SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.4'HEAD 0. INSULATED OVERHEAD DOORS TO HAVE A U-VALUE.057/RT7.5 OR BETTER 12 3'-0'X 7'-0' D HMD PAINT HMF PAINT YES INSULATED,WEATHER STRIP.SS KICK PLATES,THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT,KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES,4'FRAME HEAD 10.ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPED AND HAVE Phone: 360 424-0394 . 13 9'-O'X 7'-0' D HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.INTEGRAL MORTISED DEADBOLT.KEYED LOCKET LEVER HANDLE.CARD SWIPE.S.S.KICKPLATES.4'FRAME HEAD ADA COMPLYING THRESHOLDS AND CONCRETE LANDINGS(OR Fax 360 424-5726SIDEWALK).EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO 14 3'-0'X T-0' D HMD PAINT HMF PAINT INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD.SWEEP.KEYED LOCK.LEVER HANDLE BE PROTECTED BY PIPE BOLLARDS. 15 Y-O'X T-O' D HMD PAINT HMF PAINT - INSULATED,WEATHER STRIP,SS KICK PLATES,THRESHOLD,SWEEP,KEYED LOCK.LEVER HANDLE 11.ALL OVERHEAD DOORS WITH GLAZING TO BE RED FACTORY POWDER COATED ALUMINUM FRAMES. 16 V-6'X T-O' D HMD PAINT HMF PAINT - INSULATED.WEATHER STRIP.SS KICK PLATES,THRESHOLD.SWEEP.LOCK.LEVER HANDLE.S.S.KICKPLATES GLAZING TO BE LOW E PPG BRONZE MATCH WINDOW GLAZING 6429 E STERED 17 3'-0'X 7'-0' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS ITECT 18 Y-O'X T-O' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 19 Y-O'X T-O' D HMD PAINT HMF PAINT INSULATED,WEATHER STRIP.SS KICK PLATES.THRESHOLD,SWEEP,KEYED LOCK,LEVER HANDLE,S.S.KICKPLATES.CARD SWIPE PETER TII 20 V-0'X 7'-O' C HMD PAINT HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES.THRESHOLD,SWEEP.PASSAGE SET.LEVER HANDLE.S.S.KICKPLATES STATE WASHINGTON 21 3'-0'X 7'-0' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 22 Y-O'X T-O' E P.LAM FF HMF PAINT YES INSULATED.WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW.DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS 23 Y-O'X 7'-0' C IHMD PAINT HMF PAINT YES INSULATED,WEATHER STRIP,SS KICK PLATES,THRESHOLD.SWEEP.PASSAGE SET.LEVER HANDLE.S.S.KICKPLATES 24 Y-O'X 7'-0' D HMD PAINT HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES 25 Y-O'X 7'-0' C WD LAQ. HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATES.CARD SWIPE A NEW FIRE STATION FOR: 26 Y-O'X T-O' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP.THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE CITY OF ARLINGTON 27 V-O'X 7'-0' A ALUM FF ALUM FF YES YES TUBULAR PUSH/PULL DEADBOLT.SWEEP,THRESHOLD.WEATHERSTRIP,CONCEALED CLOSER.CONTINUOUS HINGE.CARD SWIPE STATION #48 28 3'-0'X 7'-0' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES ARLINGTON, WA 98223 29 3'-O'X - ' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 90 9'-0'X T 7'-O' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 31 3'-0'X T-O' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 32 3'-0'X 7'-0' C WD LAQ. HMF PAINT LEVER HANDLE.KEYED LOCKSET 33 Y-O'X 7'-0' C WD LAQ. HMF PAINT LEVER HANDLE.PASSAGE SET.S.S.KICKPLATES CONTACT: 34 Y-O'X T-O' C WD LAQ. HMF PAINT LEVER HANDLE.PASSAGE SET,S.S.KICKPLATES PAUL ELLIS 35 3'-0'X 7'-0' E P.LAM FF HMF PAINT YES INSULATED,WEATHER STRIP.SS KICK PLATES 48'HIGH.VISION WINDOW,DOUBLE SWINGING DOOR ELIASON CORPORATION SEE SPECS CAPITAL PROJECTS MANAGER 36 Y-O'X 7'-0' D WD LAQ. BARN DOOR WITH BARRIER FREE HARDWARE.SLIDING TRACK ON TOP 37 V-O'X T-O' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES 360-403-4603 98 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE,PRIVACY LOCK 39 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE,KEYED LOCKSET 40 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES 41 V-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES FACTORY POWDER 42 Y-O'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES COATED FRAMES 43 6'-6'X T-O' D WD LAQ. BARN DOOR WITH BARRIER FREE HARDWARE.SLIDING TRACK ON TOP COLOR RED 44 3'-0'X 7'-0' B WD LAQ. HMF PAINT YES LEVER HANDLE.S.S.KICKPLATES 45 9'-0'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 46 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 47 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK TEMPERED GLAZING 48 3'-0'X 7'-0' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 49 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 50 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK 18-261 51 V-0'X 7'-0' D WD LAQ. HMF PAINT YES 1-HOUR LEVER HANDLE.KEYED LOCKSET ACRYLIC GLAZING TEMPERED GLAZING 52 9'-0'X 7'-0' A WD LAQ HMF PAINT YES YES LEVER HANDLED KEYED LOCKSET,CARDSWIPE,S.S.KICKPLATES 53 Y-O'X T-O' D WD LAQ. HMF PAINT LEVER HANDLE.PRIVACY LOCK.S.S.KICKPLATES REVISIONS. 54 8'-0'8'-0' E ALUM FF ALUM FF YES INSULATED OVERHEAD DOOR.2'TRACK.CHAIN HOIST.STANDARD LIFT CLEARANCE TRACK 12'RADIUS 5/29/20 PERMIT SUBMITTAL 60 Y-O'X T-O' D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED.CARD SWIPE �� �� �� 61 (2)3'-0'X T-O' D HMD PAINT HMF PAINT LEVER HANDLE.KEYED LOCKSET 7/8/20 BID SET 62 V-O'X 7'-0' D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED,CARD SWIPE ❑ / // 63 3'-0'X 7'-0' D HMD PAINT HMF PAINT YES LEVER HANDLE.KEYED LOCKSET.S.S.KICKPLATED.CARD SWIPE 64 (2)3'-0'X T-O' D HMD IPAINT HMF PAINT LEVER HANDLE.KEYED LOCKSET A B C D E F 4'-0' �25'-4'A.F.FI I 3 �. 4'-0' 6 8 C1 SHEET TITLE. /r r. T T �i % DOOR SCHEDULE iv O O `9 cO t a0 :f i i `O WINDOW SCHEDULE o ca o to 0 0 o T T o a0 b T � IT T T � T � O STOREFRONTO A7 STOREFRONT ALUM.NAIL FLANGE '�/OPERABLELCASEMENT OE ALUM.NAIL FLANGE O OPERABLE LAWNINGFLANGE OG ALUM.NAIL FLANGE OOPERABLE NAIL SLIDERFLANGE O HOLLOW METAL FRAME STOREFRONT O ALUM.NAIL FLANGE O ALUM.NAIL FLANGE O STOREFRONT SEE ELEV.NET OPENING 5.7 S.F. WINDOW SCHEDULE 1.ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24'ARC OR EITHER NO. QTY. SIZE TYPE FRAME U-VALUE NOTES VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60'ABOVE THE Pic MAIL FIN. WALKING SURFACE SHALL BE TEMPERED. PROJECT ARCHITECT. A 2 6'-8'X 1'-8' FIXED ALUM ANOD .34 STOREFRONT LOW E.ARGON.BRONZE GLAZING.SEE DOOR SCHEDULE (GLAZING SUBCONTRACTOR TO VERIFY LOCATION(S)OF ALL SAFTTY GLAZING.) A.1 1 V-4'X T-8' FIXED ALUM ANOD .54 STOREFRONT LOW E.ARGON.BRONZE GLAZING.SEE DOOR SCHEDULE 2.GLAZING SHALL BE TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL. Pic B 4 1'-10'X T-O' FIXED ALUM ANOD .34 STOREFRONT LOW E,ARGON,BRONZE GLAZING,SEE DOOR SCHEDULE OTHER THAN THOSE LOCATIONS DRAWN BY: DESCRIBED IN ITEM 1.ABOVE,THAT MEETS ALL THE FOLLOWING CRITERIA. C 7 4'-0'X 5'-6' FIXED ALUM ANOD .34 ALUM.NAIL FLANG WND A)EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. Pic D 11 9'-0'X 4'-0. OPERABLE ALUM ANOD .34 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING BI EXPOSED BOTTOM EDGE GREATER THAN 96'ABOVE THE FLOOR. CHECKED BY. E I 1 I 0'-O'X 2'-6' FIXED I ALUM ANOD .34 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING C)EXPOSED TOP EDGE GREATER THAN 56'ABOVE THE FLOOR. D)ONE OR MORE WALKING SURFACES WITHIN 26'ABOVE THE FLOOR. FEBRUARY 28, 2020 F 2 4'-0'X 5'-8' OPERABLE ALUM ANOD .94 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING 3.REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING. G 1 4'-0'X 4'-0' FIXED ALUM ANOD .54 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING 4.SEE BUILDING ELEVATIONS FOR MUTTON AND DOOR PLACEMENTS DATE H 1 4'-0'X 4'-0' OPERABLE ALUM ANOD - 6 OPERABLE WINDOWS. S.ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED S\.ARCH\18\DRAWINGS\18-261FLRBA I 1 4'-0'X 4'-0' FIXED HMF PAINT - PRIOR TO FABRICATION. COMPUTER FILE NAME J 2 6'-0'X 6'-0' FIXED ALUM .34 STOREFRONT LOW E.ARGON,BRONZE GLAZING.SEE DOOR SCHEDULE 6.U-VALUE OF ALL WINDOWS TO BE.34 OR BETTER.LOW E 6 THERMALLY BROKEN K 1 3'-0'X 3'-0' FIXED ALUM .54 ALUM.NAIL FLANG WND.LOW E.ARGON.BRONZE GLAZING [SHADING COEFFICIENT TO BE.40 OR BETTER.) A L 5 4'-0'X 4'-0' FIXED ALUM .34 ALUM.NAIL FLANG WND,LOW E.ARGON,BRONZE GLAZING .CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES.M 1 6'-8'X T-O' FIXED ALUM .54 STOREFRONT LOW E,ARGON.BRONZE GLAZING,SEE DOOR SCHEDULE 8.CONTRACTOR TO VERIFY ALL WINDOW SIZES. � 2 , 7 M.1 1 6'-8'X 1'-8' FIXED I ALUM .34 I STOREFRONT LOW E,ARGON,BRONZE GLAZING.SEE DOOR SCHEDULE COPYRIGHT 2020 CARLETTI ARCHITECTS.PS. FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: NO. NAME MAT'L FIN. NO. MAIL FIN. NO. MAIL FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HOT. 100 APPARATUS BAYS ONC. SEALED S-1 CONC/CMU SEAL S-1 CMU SEA. S-1 FRP/PLY FF FRP-1 CMU/GWB SEAL S-1 CMU SEAL S-1 STRUC.ABOVE PNT-3 VARIES GWB ABOVE CMU ON E.W.S WALLS TAPE FINISH PAINT 101 RISER ROOM MECH. ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 102 ELECTRICAL ROOM ONC. SEALED S-1 - PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING CARLETTI ARCHITECTS P.S. 103 SCBA CLEAN ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 104 HOSE ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT FRP-1 GWB PNT-3 9'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING archkamA&Plembii 105 ICOMPRFSSOR SHOP ROOM ONC. SEALED S-1 PLY PAINT PNT-1 PLY PAINT PNT-1 IPLY PAINT PNT-1 PLY PAINT FRP-1 GWB PNT-3 0'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 116 EAST FIR STREET 106 EMS STORAGE ONC. SEALED S-1 I PLY PAINT I PNT-1 PLY I PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT FRP-1 IGWB PNT-3 1 9'-5 1/2' CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING SUITE A 107 HALL ONC. SEALED S-1 PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 - - - PLY/FRP FF FRP-1 GWB PNT-3 0'-51/2' MOUNT VERNON, WA. 98273 108 BUNKER GEAR ONC. SEALED S-1 CONC SEAL S-1 PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 CMU PNT PNT-1 PLY/FRP FF FRP-1 GWB PNT-3 W-8 5/4' 109 HALL ONC. SEALED S-1 - - - PLY/FRP FF FRP-1 PLY/FRP FF FRP-1 - - - PLY/FRP FF FRP-1 GWB PNT-3 8'-8 3/4' Phone. 360 424-0394 110 STAIR RUBBER FF RS-1 RSS FF RSS-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 STRUC.ABOVE PNT-3 VARIES Fax: 360 424-5726 111 DECON ONC. SEALED S-1 CONC SEAL S-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 GWB PNT-3 8'-8 3/4' 112 RESTROOM ONC. SEALED S-1 CONC SEAL S-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 FRP/PLY FF FRP-1 GWB PNT-3 8'-8 5/4' 113 POLICE ARPET FF CPT-1 VRB FF VR5-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. case E STERED 114 VESTIBULE NOM FF WOM-1 VRB FF VR5-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' ITECT 115 ENTRY VT FF LVT-1 VRB-1 FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 116 REPORTS/LIBRARY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' PETER 117 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' STALE WASHINGTON 118 KITCHEN VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 ACP-1 FF 11'-0' 110 DINING VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 11'-0' 120 DAYROOM [ARPET T FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 121 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. 122 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' A NEW FIRE STATION FOR123 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' CITY OF ARLINGTON 124 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' STATION #48 125 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. ARLINGTON, WA 98223 126 SLEEPER RPET FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 127 SLEEPER FF CPT-2 VRB FF VRB-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 128 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 129 RESTROOM TILE FF T-1 TILE FF T-2/3/4 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT 130 RESTROOM TILE FF T-1 TILE FF T-215/4 GWB PNT PNT-1 GWB JPNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 0'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT CONTACT. 131 RESTROOM TILE FF T-1 TILE FF T-21311 GWB JPNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT PAUL ELLIS 152 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0. CAPITAL PROJECTS MANAGER 135 CONFERENCE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 134 LAUNDRY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 360-403-4603 135 PANTRY VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 136 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' FINISH NOTES: 137 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 1. VINYL RUBBER BASE TO BE 4'W/COVE.MITRE 138 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' ALL CORNERS 139 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 2. GREEN GWB AT RESTROOMS TYPICAL 140 OFFICE ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0. 141 HALL VT FF LVT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 9'-0' 142 FITNESS UBBER FF RP-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 ACP-1 FF 0'-0' 6'-6'H MIRRORS FROM TOP OF BASE ENTIRE LENGTH OF WALL ON SOUTH WALL AND BE CORNER WALL 143 RESTROOM TILE FF T-1 TILE FF T-2/3/4 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-0' TILE WAINSCOTING ON WALLS TO 66'A.F.F..GREEN GWB TYPICAL THROUGHOUT 144 BREAK LVT FF -VT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-O' 145 TRAINING ROOM ARPET FF CPT-1 VRB FF VRB-1 GWB PNT PNT-1 GWB PNT PNT-2 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT-3 9'-O' 200 ELECTRICAL ROOM LY OOD FF _ PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 PLY PAINT PNT-1 STRUC.ABOVE PNT-3 VARIES CAULK ALL PLYWOOD JOINTS PRIOR TO PAINTING 18-261 201 STORAGE OOD FF GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 GWB PNT PNT-1 STRUC.ABOVE PNT-3 VARIES 202 HALL FF GWB PNT PNT-1 GWB I PNT I PNT-1 1GWB IPNT I PNT-1 1GWB IPNT I PNT-1 I STRUC.ABOVE PNT-3 VARIES 203 STORAGE LYWOOD IFr - - - GWB PNT PNT-1 GWB JPNT IPNT-1 GWB JPNT I PNT-1 jGWB JPNT I PNT-1 I STRUC.ABOVE PNT-5 VARIES REVISIONS. 5/29/20 PERMIT SUBMITTAL INTERIOR MATERIAL SCHEDULE 7/8/20 BID SET FLOOR: • SIZE MANUFACTURER: STYLE: COLOR: NOTES: WOM WALK OFF MAT 1 1SX36 MANNINGTON INERTIA ROLL I733661 INSTALL BRICK ASHLAR CPT CARPET 1 24X24 MANNINGTON DISPATCH TETHER 1821471 INSTALL BRICK ASHLAR CPT CARPET 2 24X24 MANNINGTON ESTIO NASSAU I83051 INSTALL MONOLITHIC RF RUBBER FLOOR 1 V ROLL ROPPE RECOIL FITNESS FLOORING ►578 COLBALT/RED/BISQUE INSTALL WITH ROPPE APPROVED ADHESIVE LVT LUXURY VINYL TILE 1 5.01'X39.37' MANNINGTON ACCESS DUSKY WALNUT SX5W2542 RANDOMIZE MULTIPLE BOXES AT ONCE.RANDOMIZE END JOINTS.NO STAIR STEPS IN END JOINTS ALLOWED T TILE-PORCELAIN 1 6X6 MOSA SCENES 6150 MR GRAIN GRID PATTERN.RESTROOM FLOORS OR GROUT 1 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 40 LATTE USE WITH T-1 RS RUBBER STAIR TREADS 1 VARIES TARKETT/ROPPE RAISED CIRCLE 40 BLACK TREADS WITH MATCHING RISERS SCH SCHLUTER TRANSITION I 1 JPFR MANUF. I SCHLUTER RENO-TK STAINLESS STEEL USE AT TRANSITIONS AS CALLED OUT ON SHEET ID-1.0 CONC CONCRETE 11 1 VARIES SEAL CONC.PER SPECIFICATIONS BASE: VRB VINYL RUBBER BASE 1 4'H JOHNSONITE VINYL OR RUBBER WALL BASE BLACK-40 TYP THROUGHOUT.EXCEPT RESTROOMS AND SLEEPERS VRB VINYL RUBBER BASE 2 4'H JOHNSONITE VINYL OR RUBBER WALL BASE FAWN-80 IAT SLEEPERS ONLY SHEET TITLE: T TILE-PORCELAIN 2 6X6 MOSA SCENES 6150 V GRAIN RANDOM PATTERN WITH T-3 THRU T-7 T TILE-PORCELAIN 3 6X8 MOSA SCENES 6151 V CLAY RANDOM PATTERN WITH T-2 THRU T-7 FINISH SCHEDULE T TILE-PORCELAIN 4 6X6 MOSA SCENES 6185 V GRIT RANDOM PATTERN WITH T-2 THRU T-7 RSS RUBBER STAIR STRINGER 1 VARIES JOHNSONITE/ROPPE - BLACK MATCH SKIRTING TO STAIR TREADS MATERIAL SCHEDULE WALL: PNT PAINT 1 - SHERWIN WILLIAMS SATIN FINISH GREEK VILLA 7551 MAIN BODY COLOR PNT PAINT 2 - SATIN FINISH WHEAT PENNY 7706 ACCENT WALLS PER FINISH PLAN PNT PAINT 3 - SATIN FINISH CEILING BRIGHT WHITE 7007 GWB CEILINGS THROUGHOUT PNT PAINT 4 - SEMI GLOSS TAVERN TAUPE 7508 DOOR FRAMES T TILE-PORCELAIN 5 6X8 MOSA SCENES 6150 V GRAIN GRID PATTERN.MIX RANDOMIZED COLORS WITH T-1 AND T-3 T TILE-PORCELAIN 6 6X6 MOSA SCENES 6151 V CLAY GRID PATTERN.MIX RANDOMIZED COLORS WITH T-1 AND T-2 T TILE-PORCELAIN 7 6X6 MOSA SCENES 6153 V GRIT GRID PATTERN.MIX RANDOMIZED COLORS WITH T-1 AND T-2 T TILE-CERAMIC 8 3X12 SANT'AGOSTINO SHADEBRICK TAUPE BRICK PATTERN KITCHEN ONLY.USE MATCHING BULLNOSE AS REQUIRED ON EXPOSED EDGES T TILE-CERAMIC 0 3X12 SANT'AGOSTINO SHADEBRICK-BULLNOSE TAUPE BULLNOSE AT EXPOSED EDGES OF 6ACKSPLASH OR GROUT 2 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 40 LATTE SHOWER WALLS ONLY OR GROUT 3 1/8' LATICRETE PERMACOLOR GROUT 40 LATTE RESTROOM WALLS WITH T-2 THRU T-7.NOT USED IN SHOWERS OR GROUT 3 1/8' LATICRETE SPECTRALOCK PRE PREMIUM 00 LIGHT PEWTER USE WITH T-8 8 T-0 ONLY FOR KITCHEN BACKSPLASH Pic FRP FIBER GLASS PANELS 1 4X10 SHY. PEBBLE FINISH WHITE CLASS A FIRE RATED PROJECT ARCHITECT: SCH SCHLUTER TRANSITION 2 PER MANUF. SCHLUTER JOLLY STAINLESS STEEL CHOOSE DIMENSION NEEDED TO COVER EXPOSED TOP EDGE OF WALL TILE WITH NO OR MINIMAL OVERHANG PJC CMU CONCRETE MASONRY UNITS 1 PER MANUF. - SEAL EXPOSED INTERIOR CMU PER SPECIFICATIONS DRAWN BY. CASEWORK: PL PLASTIC LAMINATE 1 VARIES WILSONART STANDARD RIVER CHERRY 7937-38 CABINET FACES THROUGHOUT PJC SS SOLID SURFACE 11 1 VARIES I WILSONART JWHITE STONE 0208CS ALL COUNTER TOPS CHECKED BY. CEILING: FEBRUARY 28, 2020 ACP I ACOUSTICAL CEILING PANEL I 1 1 2'-O'X 4'-0' 1 ARMSTRONG JOUNE SECOND LOOK I WHITE W/WHITE GRID 15/16'TEGULAR EDGE TYP.THROUGHOUT,U.N.O. DATE WALL PROTECTION CG 1CORNeR GAURDS 11 12X2 STAINLESS STEEL SATIN FINISH.NO EXPOSED FASTNERS S\:ARCH\18\DRAWINGS\18-261FLRBA COMPUTER FILE NAME NOTES: A ///��� //��1. VINYL RUBBER BASE TO BE 4'W/COVE.MITRE ALL CORNERS2. USE STAINLESS STEEL SCHLUTER AT ALL FLOORING TRANSITIONS REQUIRING A TRANSITION STRIP. COPYRIGHT 2020 CARI-ETTI ARCHITECTS.PS. o H l ! H CMU GROUND FACE DECORATIVE STEEL j -4. COLOR t1 CARLETTI ARCHITECTS P.S. SUPPORT BRACKETS 1 5 -4. 1 j METAL WALL BLACK j -6.9 j 1 PANELS COLOR}1 B.9 ar�ltcal�ro AcpYmilS T.O.CMU 89 MTL.WALL T.0 CM4 PANEL f2 116 EAST FIR STREET SUITE A TO PLATEs G =___- _= MOUNT VERNON. WA. 98273 METAL ROOF PANELS ] sTO PLA P rf- COLOR#1 �4' - -4. 18/17 METAL WALL Phone: �360I 424-0394 METAL WALL sT.O.PLATEPANELS COLOR t1 Fax: 360 424-5726 PANELS COLOR 02 METAL WALL PANELS COLOR t1 tSDDUEPPCCPOO AA BRACKETST.O.PLATEMETAL WALLNZEELS COLOR f i0/❑ % ONT T.O.FI.FL T.OT.O.FIN.FLR�. 0.F L---- ----------- -- ------ ---------- ------ - --------� ----------- --- ---------------------- ----------------18- - ------------------------ ------ A NEW FIRE STATION FOR: A 81 TYP. A_' CMU CAP GREY CMU GROUND FACE A-6.1 CMU GROUND FACE DARK BRONZE ANODIZED COLOR COLOR#1 CMU GROUND FACE COLOR 03 CITY OF ARLINGTON STOREFRONT 6 GARAGE COLOR#1 STATION #48 DOOR ARLINGTON. WA 98223 WEST ELEVATION EAST ELEVATION CONTACT: DECORATIVE STEEL PAUL ELLIS SUPPORT BRACKETS BLACK SIGN F.O.I.C. CAPITAL PROJECTS MANAGER MASONRY NOTES: CAST ALUMINUM ILLUMINATED D 360-403-4603 1.THE MASON MUST PROVIDE A MIN.4'-0'X 4'-0'MOCK UP OF 1 2` LETTERS 12'HIGH i 3 ) -4_ O O 6 7 9 THE CMU INCLUDING THE CAP. AND GROUT LINES FOR THE ARCHITECT BRONZE ANODIZED �.�_� AND OWNERS APPROVAL FOR COLOR SIZE AND SHAPE NO EXCEPTIONS. ON STAND OFF ROOF FLASHING/FACIA _ _ PEGS F.C.I.C. TO MATCH ROOF PANEL COLORS IF MASON FAILS TO PROVIDE MOCK UP FOR ARCHITECT A B C - E AND OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE CMU GROUND FACE -- -4. -4. CMU GROUND -4. - _4. WORKING AT THEIR OWN RISK.AND WILL BE HELD RESPONSIBLE CMU GROUND FACE FACE COLOR f1 X FOR THEIR ACTIONS. COLOR#1'1 COLOR#2 -6. STEEL'C'CHANNEL CANOPt 2.MASON MUST PROVIDE ARCHITECT WITH A COURSING PLAN FOR j METAL WALL ! WITH ROD SUPPORTS AND F CMU WALL AND CMU CAP PRIOR TO CONSTRUCTION NO EXCEPTIONS. T.O.CMU PANELS COLOR t2 PLATES SEE STRUCTURAL 1 -4. IF MASON FAILS TO PROVIDE COURSING PLAN FOR ARCHITECT AND METAL ROOF PANELS PRIME AND PAINT BLACK 1 OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE WORKING MTL.WALL COLOR t1 DARK BRONZE 1 AT THEIR OWN RISK.AND WILL BE HELD RESPONSIBLE FOR THEIR PANEL COLOR f2 1P ANODIZED ACTIONS sT.O.PLATE El � STOREFRONT9.CONTROL JOINTS TO BE INSTALLED BY MASONRY INSTITUTE CMU 16/17 MANUFACTURER.MASON TO COORDINATE ON CONTROL JOINT LOCATION � I ❑ 82 El2 -6.4 -- - WITH ARCHITECT PRIOR TO CONSTRUCTION 1F MASON FAILS TO SA 11ON"48 7 89 COORDINATE LOCATION WITH ARCHITECT AND OWNERS APPROVAL - -- 17 18-261 PRIOR TO CONSTRUCTION THEY ARE WORKING AT THEIR OWN RISK. T.O.OVHD DOOR 18 A-6. AND WILL BE HELD RESPONSIBLE FOR THEIR ACTIONS 9 2 4.IT IS THE RESPONSIBLITY OF THE MASON TO SEAL ALL CMU/ CMU GROUND FACE- CULTURED STONE W/FOG COAT PER MANUFACTURER'S INSTRUCTIONS COLOR#1 i 18 -5'S .0.PLATE W/FABRISHIELD 659 O CMU. REVISIONS: 5.ALL CMU AND CAPS MUST BE CLEANED AND APPROVED BY B.O.CMU SOLDIER - 0 i 15 5/29/20 PERMIT SUBMITTAL ARCHITECT/OWNER PRIOR TO SEALING NO EXCEPTIONS. COURSE IF MASON FAILS TO RECIEVE ARCHITECT AND OWNERS APPROVAL THEY 1 1ru O -8. ARE WORKING AT THEIR OWN RISK.AND WILL BE HELD RESPONSIBLE 6.1 7/8/20 BID SET FOR THEIR ACTIONS 20 6.EXPANSION JOINTS TO BE INSTALLED BY MASONRY CONTRACTOR AS T.O.F -- 'S REQUIRED BY THE MASONRY INSTITUTE 8 CMU MANUFACTURER + IN.FLR. -8. 9 - .O. .FL COORDINATEW/ARCH. t---- -------- -------------- -- - --- --------- ----------------- ---- ------ -------------- ---- - --- --- ----- --- - - ---- ----- ------- -------------- -- ----- -------- -- 7.ATTACH VENEER CMU WITH HOT DIPPED GALVANIZED,2 PIECE WALL TIES. f T--- ------ ------------_i--- - ----- - --------------- -- ----- ---------- --- -- ----� --- - --- ---------------- �- - -- ---- --J CMU GROUND A-8.1 CMU CAP GREY STATION TIE TO EXTERIOR WALL FRAMING. SUPPORT MAXIMUM 2 SQUARE FEET FACE COLOR f1 CMU GROUND FACE COLOR CMU GROUND FACE LAQUE CMU GROUND FACE OF AREA. TIE SHALL HAVE A HOOK ON THE EXTENDED LEG THAT COLOR f2 COLOR f1 TEEL PIPE 11 METAL WALL STEEL CANOPY COLOR#1 WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. RED POWDER 10 BOLLARDS TYP 0 COLUMN W/ 84 PANELS COLOR#2PAINT BLACK METAL WALL COATED GARAGE 8.0 O.H.DOORS EA.SIDE BRACKET TO WOOD PANELS COLOR t1 MANUFACTURER TO BE FERO'S'RAP TIE'OR APPROVED SUBSTITUTION. DOOR BEAM NORTH ELEVATION 1/8'-T-0' SHEET TITLE. Q � ° BUILDING ELEVATIONS E5 -4 I MATERIAL SCHEDULE METAL ROOF PANELS 4 4. 8 0 ANTENNA 4. COLOR#1 ARK BRONZE METAL WALL ANODIZED F PANELS COLOR#2 STOREFRONT A-8.4 MATERIAL: MANUFACTURER: COLOR: 1 1 HMF/HMD EXTERIOR PAINT COLORS -4. j I METAL ROOF PANELS PAINT#1 SHERWIN WILLIAMS DARK BRONZE MATCH WINDOWS COLOR#1 METAL ROOF PANELS I X METAL HR 96 HORIZONTAL SIDING COLOR#1 METAL HR 96 HORIZONTAL SIDING 6 -- -------------- .0.PLATE METAL}1 AEP SPAN COOL METALLIC CHAMPAGNE METAL t2 JACP SPAN COOL COLONIAL RED CONCRETE MASONRY UNIT X X PANEL i2 CMU}1 MUTUAL MATERIALS GROUND FACED-CHARCOAL MTL WALL CONCRETE MASONRY UNIT Pic 8. CMU t2 MUTUAL MATERIALS GROUND FACED-MOUNTAIN BROWN - PROJECT ARCHITECT: CONCRETE MASONRY UNIT 4 CONCRETE MASONRY CAP METAL WALL DRAWN BY: CMU t4 MUTUAL MATERIALS GROUND FACED NATUAL GREY PANELS COLOR#1 ❑ 7 5 7 - PJC METAL ROOFING/FACIA/GUTTERS/DOWNSPOUTS ❑ CHECKED BY: METAL#9 AEP SPAN COOL ZINC GREY 1.1.id _ _ _ A-5'1 A .1 COLORED CONCRETE i T.O.FIN.FLR. FEBRURAY 28. 2020 CONC.COLOR t1 DAVIS COLORS GROUT TO MATCH CMU COLORS `�---T ---- ------_ -- -- --- ----------------- ------ ---- ----------- ---------------1�---- ---- -- ---------------------------- -- ----- - --- ------------------ ----- ------1 DATE SOFFITS U.N.O. ENTRY TO BE CLEAR CEDAR T&G 1 DARK BRONZE A-8.1 S\.ARCH\18\DRAWINGS\18-261 METAL SOFFIT PANELS AEP PRESTIGE SERIES ANODIZED METAL WA L 1 CMU GROUND FACE CMU OROUCE CMU GROUND FACE CMU GROUND FACE COMPUTER FILE NAME T REVEAL W/PENCIL RIB COOL ZINC GREY STOREFRONT PANELS OR i1 COLOR ti COLOR t1 COLOR t1 COLOR i1 ALUMINUM NAIL FLANGE&STOREFRONT WINDOW SYSTEMS(INSULATED-THERMALLY BROKEN) SOUTH ELEVATION ANODIZED I STARLINE/KAWNEER DARK BRONZEA � 3O GLAZING 1 INCH ANNEALED GLASS BRONZE PPG SOLARBAN 60 BRONZE LOW E AS REQ'D TO MEET.59 UV AND.40 SC COPYRIGHT zozo CARLETTI ARCHITECTS.P.S. 48'-0' Q 10'-8' I ---- $,Q I H CARLETTI ARCHITECTS P.S. T.O.25'-4'CMU A.F..F / .dre.2..&p.1niffs 12 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 A-5.1 1 Phone: (360) 424-0394 _ T.O.PLATE 1W-11'A. Fax: 360) 424-5726 I I I I I I I I I I I I I I I I I ® jI II III 29 E STERED ITECT tj T.O.OVHD DOOR 14'-0'A.4F. aPSEKM WASHIN I I I I I I I I I I I I I TON � I I I T.O. EI ANINE 10'-6-1/4'A.F.F. I I I ANEW FIRE STATION FOR: T.O.CMU SOLDIER COURSEIB'-4'A.F_.F. I T.O.CMU W-4'A.F.F. CITY OF ARLINGTON I I STATION #48 I ARLINGTON, WA 98223 I I I 1 j #MD/HMF W/4'HEAD Am APPARATUS BAYS P.AT CMU 1 I 100 i CONTACT: I 3'01. PAUL ELLIS 31-0' I CAPITAL PROJECTS MANAGER I T.O.FIN.FLR.0'-0'A. .F.i i I .0.FIN.FLR 0'-0'A.F.F. 360-403-4603 O 1 =L 0 ll I i BUILDING SECTION I ------ SCALE: 1/4'-1'-0' 18-261 REVISIONS: 5/29/20 PERMIT SUBMITTAL QQ Q 7/8/20 BID SET % \ H 0 A-5. -4. / 1 I E 20'-11'A.F..P I ------ - 5.0 T.O.PLAT ------- 12 I I I I I I I I TIO.PLATE IV-Ilr A.F.F I ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS SHEET TITLE:� :'® I I I REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO T.O.Ovo DOOR 14'-O-A.F.F. I BUILDING SECTIONS VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. I I I I I I I CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE I FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE SEAL. I INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS T.O.CMU SOLDIER COURSE]W-4-A.F.F. I I T.O.CMU W-4'A.F.F. WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL I I I PRIOR TO ANY WALL GWB INSTALLATION. j I I PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR I I LEAKAGE SEAL. I I PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR / I APPARATUS BAYS I PROPER AIR LEAKAGE SEAL. I 100 j TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS,MECHANICAL I I AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE \ 3'-O' Pic WITH ALL SUB TRADES. I I PROJECT ARCHITECT: SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE T.O.FIN.FLR.0'-0'A.F.F.I \1 1 - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - - - 1 - I- 10.FIN.FLR 0'-0'A.F.F. Pic REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND 10 -----_--_ _1_ _-__ '. _____ 1 DRAWN BY: EXHAUST MEET ALL APPLICABLE CODES. -L--1--1 I I\ 0 Pic O `_--' i 1-1- 0 i CHECKED BY: ---- ' FEBRURAY 28, 2020 DATE 5\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME 0A -"UILDING SECTION _ 0 SCALE: 1/4'-1'-0' COPYRIGHT 2020 CARLCTTt ARCHIT2CT5.P.S. 4 Q Q T-8' 6 48'-0' � 10'-8' H \\ -4. CARLETTI ARCHITECTS P.S. ENVELOPE REOUIREMENTS PER 2015 IECC.WSEC AMENDMENTS .1 \ ■diesm"apI�1Rbj T.O.PLATE 24'-1 'A.P..P REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO I - I 12 116 EAST FIR STREET VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE 1 -' --- 4 SUITE A LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. I I �/� �`\ MOUNT VERNON, WA. 98273 CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE I I _ / 1 A-51 phone: �3601 424-0394 FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE I I SEAL. I I I Fax: 360 424-5726 I T. 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TO APPOROVED OUTFLOW WRAP `-' _ O _r' DATE NOTES - WITH FILTER FABRIC AND FREE DRAIN MATERIAL _i III —III- :ARCH 18\DRAW - CONTINUOUS CONCRETE ----- — - -, 3" COMPUTER FILE NAMEING_ � S\18 261 _ _ FOOTING SEE STRUCTURAL 1 � 1 1 � 11 11 � A � 51 �— — — — -- —= DWGS.FOR SIZE AND REINF_ — = = —III III— H III—III: TYPICAL WALL SECTION TYPICAL WALL SECTION TY 11 - -III -III -Ii1-III -1iI-III-111 11-1i1- II I I II I 11 II I I I1 I II I I_I I-III III I IIII I I TYPICAL P I A L WALL SECTION COPYRIGHT-.CAILSTIS A-HILTS.IS 6 SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' ENVELOPE REQUIREMENTS PER 2015 IECC,WSEC AMENDMENTS REFERENCE CHAPTER 51-IIC WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE CARLETTI ARCHITECTS P.S. LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. 0rd11 Ka"&p10nning CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE 116 EAST FIR STREET FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE SEAL. SUITE A INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS MOUNT VERNON, WA. 98273 WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL Phone: (360) 424-0394 PRIOR TO ANY WALL GWB INSTALLATION. II Fax: 360 424-5726 PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR LEAKAGE SEAL. PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR 6429 E STERED PROPER AIR LEAKAGE SEAL. ITECT TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE PETER TYP.TRAINING ROOM ROOF CONST. WITH ALL SUB TRADES. VENTED BLOCKING SEE WALL SECTION 8/5.2 STATE WASH NGTON (3)2'CIA SCREENED FOR TYP.NOTES SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE VENT HOLES EA.SPACE INSULATION BAFFLE REFERENCES. ENSURE ALL PENETRATIONS.FENESTRATION.AIR INTAKES AND EXHAUST MEET ALL APPLICABLE CODES. 2X10 CEDAR FACIA 2X6 BLOCKING TYP. PRIME 6 PAINT ANEW FIRE STATION FOR: CITY OF ARLINGTON 10 2'VENT GAP FOR 24 GA.GALV.KYNAR FINIS A-62 INSTALL BAFFLES INSULATION STATION #48 ARLINGTON, WA 98223 FLASHING ATTACH TO — _ O CONSTRUCTION REQUIRED TO KEEP GAP CONT.CLEAT BEND BACK DOWN} ENTRY AREA ONTO METAL ROOF PANELS I TYP.OFFICES SLEEPER ROOF CONST. 24GA.GALV.KYNAR FINISH ift 240A.GALV.KYNAR FINISH STANDING SEAM METAL ROOF PANELS 0/ -- STANDING SEAM METAL ROOF PANELS 0/ ICE d WATER SHIELD 0/ ICE 8 WATER SHIELD 0/ ROOF SHEATHING SEE STRUCTURAL 0/ ROOF SHEATHING SEE STRUCTURAL 0/ PRE-MANUF.ROOF TRUSSES 0 24'O.C. CONTACT: PRE-MANUF.ROOF TRUSSES 0 24'O.C. 2X6 CLEAR T&G CEDAR PAUL ELLIS METAL SOFFIT LINER PANELS — J �,/ - BAIT INSULATION IN CLEAR SEALER 'r-FOIL HANGARS CAPITAL PROJECTS MANAGER 'T-F U INSTALL VAPOR BARRIER RUN INSULATION UP HEEL END 360-403-4603 LAP 6 TAPE SEAMS VENTED BLOCKING OF TRUSS TYP. PRE-MANUF.HEEL END TRUSSES 0 24'O.C. BELOW INSULATION TYP. 131 2'DIA SCREENED -= EXTEND TOP CHORDS TYP. IN ALL ATTIC SPACES VENT HOLES EA.SPACE ACOUSTICAL CEILING SYSTEM U.N.O. 18 A-6.2 8'ALUM.'K' GUTTER CONT. 3 RUN GWB 8 INSULATION \ 2X10 CEDAR FACIA A-6.3 j- TO TOP OF PLATE TYP. _ PRIME/PAINT EXTEND OPI SIM.TO " i" PAST GUTTERS TYP. N O.PLATE! T.O.PLAfc 2'POLYISO RIGID INSUL. 18-261 TYP.0 HEADERS 2'CONT.\ / 2'CONT.SCREENED VENT Op _ SCREENED VENT � REVISIONS: I\ MONO TRUSSES INSTALL W/HANGARS 5/29/20 PERMIT SUBMITTAL A 8.1 0 F PLATE METAL SOFFIT LINER RUN SHEATHING TO TOP OF PLATE TYP. - .1 I TACP CEILINGPANEL W/2'CONT. 19 7/8/20 BID SET dqSTRIP VENT TYP. TO 10TI■ 0 OVERHANGS B HEAD AND JAMB TYP. 2 8X12 HSS BEAM GALV. PRIME PAINT 8 8 A-6.1 9x4'SMOOTH ALUMINUM NAIL FLANGE ALUM.WINDOW DARK BRONZE A-6.1 DOWNSPOUT CONNECT TO COLOR TYP. TIGHTLINE TO STORM SEWER SYSTEM EXPOSED STEEL 5X5 HSS GALV. 2 PER STRUCTURAL PRIME/PAINT 2 9 A-6.1 1 1X_WOOD SILL 8 SHEET TITLE: 1X3 WD.APRON 1 _ 8' GROUND FACE CMU SILL LEDGER CLEAR LACQUER FINISH WALL SECTIONS \ I I 1 TYP.LOWER WALL CONST.0 TRAINING RM. \ COVERED ENTRY WALL CONSTRUCTION 24 GA.GALV.KYNAR FINISH METAL WALL PANELS 0/ - 8'MASONRY VENEER W/ / TYVEK COMMERCIAL WRAP SYSTEM 0/ TYPICAL OFFICE/LIVING OFFICE/LIVING TYPICAL OFFICE/LIVING WR GRACE DRY BLOCK 6 MORTAR PLYWOOD SHEATHING SEE STRUCTURAL SLAB CONSTRUCTION SLAB CONSTRUCTION ATTACH W/METAL WALL TIES 0 24'O.C. TYPICAL OFFICP/LIVING SLAB CONSTRUCTION 2X STUDS O O.C. RAISED CONC.PLINTH SEE WALL SECTION 7/A-5.2 SEE WALL SECTION 7/A-5.2 1'AIRSPACE _'CONCRETE SLAB ISEE STRUCT.FOR REINFORCING)W/ R-21 GATT INSULATION ATION FOR TYP.NOTES FOR TYP.NOTES ARCHITECTURAL CONCRETE TYVEK COMMERICAL BUILDING WRAP SYSTEM 15 IL.V RELAR 0_O.C.EACH DIRECTION ISEE STRUCT) VAPOR BARRIER TYP.LOWER WALL CONST. SACK AS REQUIRED 'PLYWOOD WALL SHEATHING 15 MIL.V.B.LAP AND TAPE ALL SEAMS 0/ GWB LEVEL 4 FINISH PRIME/PAINT SEE WALL SECTION 7/A-5.2 CHAMFER ALL EDGES 2X6 STUDS 0 16'O.C. 6'CAPILLARY BREAK PER GEOTECH REPORT 0/ MIN.12'COMPACTED STRUCT.FILL FOR TYP.NOTES R-21 BAIT INSULATION VAPOR BARRIER _ PER GEOTECNNICAL REPORT 0/ GWB LEVEL 4 FINISH PRIME/PAINT COMPACTED EARTHWORK ® s ICI ° NJ Pic —I I=1 tI II I PROJECT ARCHITECT. 0'S�` • � - _ _ c �� � I � I II I I I=��=I I_ �„�',.,..:S a'7�a aa'ir,'.�x � ., ° - - Pic DRAWN BY: • 0 i 0i0 Pic v� a CHECKED BY: .,..,v SEE WALL SECTION IN III —� —IIIIII —IIIIII —III 1/A5.0 FOR TYP.NOTES =� IIIIII � � — � IIIIIIIIIIIIIII=III DATEBRURAY 28. 2020 =� � CC � �=� �=CC � �=III=ICI—III III—ICI—III �� �� CCC � � � � ICI—ICI—III �� 111 ill �� 111 � � 11 I M 1 � lllIll 5\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME - 5 . 2 TYPICAL WALL SECTION o TYPICAL WALL SECTION TYPICAL WALL SECTION COPYRIGHT 2020 CAR-TTSARCHITCCTS.- SCALE: 3/4'=1'-0' o J SCALE: 3/4'=1'-0' A-6.4 SEE 1/A-5.0 2x_OUTRIGGERS FOR RAKE FOR TYP.NOTES SEE STRUCTURAL J CARLETTI ARCHITECTS P.S. DRIP FLASHING wddocov&pIr111Yq FLASHING BEND DOWN 24 GA.GALV.KYNAR FINISH 116 EAST FIR STREET AND ONTO METAL ROOF PANELS FLASHING ATTACH TO CONT.CLEAT BEND BACK DOWN SUITE A AND ONTO METAL ROOF PANELS MOUNT VERNON, WA. 98273 4 Phone: �360) 424-0394 FROM 2X8 P.T. 64 s Fax: 360I) 424-5726 SEE uA-5.o 2-HOUR FIRE BARRIE - 2!ii 2X4 P.T. FROM SLAB TO UNDERSIDe TYP.ROOF CONSTRUCTION OF ROOF DECK CUT TIGHT SEE 8/A-5.2 2X1O CEDAR FACIA TO FIT AROUND ROOF FRMG. FOR TYP.NOTES PRIME/PNT. MEMBERS FIRE CAULK ITECT AS REQ'D. PLATE /`.. J STATE WA911NGTON _ METAL SOFFIT A NEW FIRE STATION FOR: LINER PANELS - CITY OF ARLINGTON ENVELOPE REQUIREMENTS PER 2015 IECC.WSEC AMENDMENTS - \- - STATION #48 _ HOLD USES BACK FROM REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO _ WALL RAMING TO ALLOW FOR ARLINGTON. WA 98223 VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE _ GWB SLIDE PAST TO MAJNTAIN - LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. - 2-HOUII FIRE BARRIER RATINS EXTEND TOP CHORD OF TJL'S TYP. ift CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE - 2X_RAKE EXTENSIONS FULL BUILDING LEAKAGE SEAL.CAULK ALL WDO'S/PENETRATIONS FOR AIR LEAKAGE TYP.SEE STRUCTURAL SEAL. TJL'S EXPOSED PRIME/PAINT CONTACT: INSTALL CLG GWB FIRST.CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS PAUL ELLIS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL - CAPITAL PROJECTS MANAGER PRIOR TO ANY WALL GWB INSTALLATION. 360-403-4603 PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC.PENETRATIONS FOR PROPER AIR WALL rONSTRUrTION LEAKAGE SEAL. SEE WALL SECTION 1/A-5.0 FOR TYP.NOTES PROVIDE PUTTY PADS AT ALL ELEC.PENETRATIONS THROUGH GWB CLG LID FOR - PROPER AIR LEAKAGE SEAL. TAPE/SEAL FSK/VAPOR BARRIER TO ALL PENETRATIONS:TRUSS WEBS.MECHANICAL AND ELECTRICAL PENETRATIONS TO SEAL BUILDING ENVELOPE. GC TO COORDINATE WITH ALL SUB TRADES. SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE REFERENCES. ENSURE ALL PENETRATIONS,FENESTRATION,AIR INTAKES AND EXHAUST MEET ALL APPLICABLE CODES. 8 18-261 ACP CEILING A-62 - FIRE BLOCKING T.O.CMU REVISIONS: MAX.10'-0 D.C. I 5/29/20 PERMIT SUBMITTAL 7/8/20 BID SET 2X6 SDS 0 FIRE BARRIE WALL IRS,LAY GW 16'O.0 R-21 B INSULATI N TYP MASONRY WALL 'ONSTRUCTtON 121 LAY RS 'X'OWE, SEE WALL SECTION 4/A-51 FOR TYP.NOTES SHEET TITLE: WALL SECTIONS TYPICAL APPARATUS BAY TYPICAL OFFICE LIVING SLAB ONSTRUCT�11 TYPICALAPPARATUS A SLAB CONSTRUCTION SEE WALL SECTION 7/A-5.2 SLAB CONSTRUCTION SEE WALL SECTION 1/A-5.0 FOR TYP.NOTES SEE WALL SECTION 1/A-5.0 FOR TYP.NOTES FOR TYP.NOTES - /1 FINISH FLOOR SLOPE TO DRAIN — — — ,° Pic a .. 4 PROJECT ARCHITECT: a Pic - - DRAWN BY, O Pic ® ® ® CHECKED BY: O FEBRURAY 28, 2020 DATE III IIIIII III � � � i� 5\:ARCH\18\DRAWINGS\18-261 COMPUTER FILE NAME A � 5 . 3 TYPICAL WALL SECTION 10 TYPICAL WALL SECTION COPYRIGHT 2020 CAR-TTI ARCHITCCTS.PS SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' SLOPED CONC. INSULATE W/VINLY 5'DIA.SCHED.40 SCRIM PAPER GALV.PIPE FILL W/ CONC.(PAINT FINISH) LASPHALT ^� MICKER STRUC URE ABOVE I RUBBER BAT LVT ' N SEE WALL TYPES OINT .r ALUMINUM METAL ANCHOR ONCRETES. C.ARLETTI ARCHITECTS P.5. 01d*ocu010&R-11 BATT INSULATION PARTITION 2 FT EACH WAYET CHOR a 24•G.C. 116 EAST FIR STREET OR A.B.A �< a OR A.B PER STRUCT. SUITE A O f t ILING RUNNER W/A.C.P. MOUNT VERNON, WA. 98273 a° a a COMPACTED CRUSHED FASTEN RUNNER TO PARTITION BASE 6 FINISH CC) ROCK PROVIDE ACOUSTICAL SEALANT /—PER SCHEDULE Phone: 13601 424-0394 CONCRETE SLAB AT ALL GAPS BETWEEN CLG 360 I 11 CONCRETE PER STRUCTURAL - 8 PARTITION Fax: 424-5726 NOTE: 6/8'GWB BOTH SIDES SEE PLAN FOR IN SOME CONDITIONS I LOCATION OF SEE WALL TYPES e4z9 E STERED BOLLARDS ITECT 19 BOLLARD DETAIL 18 TRANSITION LVT TO ALE• 3•=1'-0• 17 PARTITION HEAD PARTITION BASE P�p'E6 wASHNGTON SCALE: 1'=1'-0' RUBBER MATS GYM SCALE: 3'=1'-0' �6 SCALE: 3'=1'-0' A NEW FIRE STATION FOR: /8'TYPE X GYPSUM BOARD 0/ CITY OF ARLINGTON VAPOR BARRIER 0/ STATION #48 2X6 WOOD STUDS 0 16.O.C. ARLINGTON. WA 98223 - R-21 BATT INSULATION n --� 8'CMU SOLID GROUT PRIME/PNT. OUTSIDE -- ROOM 5/8'TYPE X GYPSUM BOARD FRP 0/ 5/8 TYPE X GYPSUM BOARD CONTACT: ' 5/8'TYPE X GYPSUM BOARD 0/ 0/2X6 WOOD STUDS 0 16'O.C. 12 0/2X4 WOOD STUDS 0 18'O.C. PAUL ELLIS W/1/2'PLYWOOD PRIME/PNT. 2X4 WOOD STUDS 0 16'O.C. W/5/8'TYPE X GYPSUM BOARD PNT. SOUND BATT INSULATION W/ W/R11 SOUND BATT INSULATION W/R71 - 5/8'TYPE X GYPSUM BOARD 1� CAPITAL PROJECTS MANAGER D FINISHED ROOM LEVEL 4 FINISH PRIME/PNT. SEE STRUCTURAL WGS. FOR 360-403-4603 OPPOSITE SIDE )FRP TO 8'-0' DECON/BUNKER ROOM PLYWOOD SHEAR WALL LOCATIONS A.F.F.AT APP BAY OR HALLS ON ALL WALL TYPES TYP. IN APP BAY) 14 15 NOTE:6-5/4'WIDE 11 CONC.CURB — �WALL TYPE WALL TYPE WALL TYPE WALL TYPE SEE DETAIL 8 ON SHEET A-8.3 SEE DETAIL 8 ON SHEET A-6.3 1. TILE GOES FULL HEIGHT 0 1. TILE GOES FULL HEIGHT 0 SHOWER STALLS SHOWER STALLS 2. PROVIDE SCHULER STRIP 0 TILE 2. PROVIDE SCHULER STRIP 0 TILE EVISIONS: TO WALL TRANSITION TO WALL TRANSITION 5/29/20 PERMIT SUBMITTAL . NOTE:GREEN BOARD PNT i NOTE:GREEN BOARD PNT 7/8/20 BID SET ABOVE TILE `i i ABOVE TILE i J i 5/8'PLYWOOD 0/ FRP 0/ FRP 0/ i TILE WAINSCOT 0/ i j/i- 2X6 WOOD STUDS 0 16'O.C. 5/8'TYPE X GYPSUM BOARD 0/ 5/8'TYPE X GYPSUM BOARD 0/ i BACKER BOARD 0/ i `-�1 i TILE WAINSCOT 0/ 5/8'TYPE X GYPSUM BOARD 2X4WOOD STUDS 0 18'O.C. 2X4 WOOD STUDS•18'O.C.W/R11 i 1/2'RC CHANNEL 0/ i -- i 5/8'BACKER 50ARD 0/ W/FRP TO 8'-0'A.F.F.8 8'CMU SOLID GROUT PRIME/PNT. SOUND BATT INSULATION W/ i 1/2'SHEATHING 0/ i i i 1/2'RC CHANNEL 0/ LEVEL 4 FINISH PRIME/PAINT ABOVE 5/8'TYPE X GYPSUM BOARD i 2X6 WOOD STUDS O 16'O.C.W/R11 i i 2X6 WOOD STUDS 0 16'O.C.W/ LEVEL 4 FINISH PRIME/PNT. .: i SOUND BATT INSULATION W/ i --- i R11 SOUND BATT INSULATION W/ i 5/8'TYPE X GYPSUM BOARD PNT. i _ .��� i 1/2'RC CHANNEL W/ APP BAY ROOM APP BAY DECON FINISHED DECON i i ) i TILE WAINSCOT 0/ INTERIORS HEATED ROOM BUNKER ROOM 6/8'BACKER BOARD OPPOSITE SIDE 10 NOTE:8-3/4'WIDE NOTE:4-1/8'WIDE NOTE:4-1/8'WIDE CONC. SHEET TITLE. CONC.CURB CONC.CURB CURB DETAILS WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE 010 SCALE: 3'=1'-0' / SCALE: 3'=1'-0' SCALE: 3'=1'-0' 1. TILE GOES FULL HEIGHT 0 1. TILE GOES FULL HEIGHT 0 SHOWER STALLS SHOWER STALLS 2. PROVIDE SCHULER STRIP 0 TILE 2. PROVIDE SCHULER STRIP 0 TILE TO WALL TRANSITION TO WALL TRANSITION NOTE:WALL.INSULATION. - HAT CHANNEL.AND GWB i GREEN BPARD PNT " GREEN BOARD PNT TO BE FRAMED FULL ABOVE TILE ABOVE TILE T ------------ ' HEIGHT TO B.O.ROOF i' - TRUSSES 5/8'TYPE X GYPSUM BOARD Pic - i.. 5/8'TYPE X GYPSUM BOARD 0/ i 5/8'TYPE X GYPSUM BOARD PROJECT ARCHITECT TILE WAINSCOT 0/5/8' W/�'PLYWOOD PER STRUCTURAL 1/2'RC CHANNEL TAG SIDE ONLY 0/ f\ i TILE WAINSCOT 0/5/8' 0/2X4 WOOD STUDS 0 16'O.C. 2X4 WOOD STUDS 0 16'O.C.W/ - i BACKER BOARD 0/ - BACKER BOARD 0/ SHEAR WALL SCHEDULE PJC i.. i - W/R11 SOUND BATT INSULATION R11 SOUND BATT INSULATION W/ i 1/2'RC CHANNEL W/ 1/2'RC CHANNEL W/ 0/2X6 WOOD STUDS 0 16'O.C.W/ DRAWN BY: i _ R21 SOUND BATT INSULATION W/5/8'TYPE X GYPSUM BOARD PNT. 5/8'TYPE X GYPSUM BOARD PNT. i 2X4 WOOD STUDS 0 16'O.C.W/ 2X6 WOOD STUDS 0 16'O.C.W/ --_/ R11 SOUND BATT INSULATION W/ ' R71 SOUND BATT INSULATION W/ _ W/B'TYPE X GYPSUM BOARD Pic 5/8'TYPE X GYPSUM BOARD PNT. 5/8'TYPE X GYPSUM BOARD PNT. CHECKED BY: MAY 18, 2020 DATE � p S\ARCH\18 261 DETAILS COMPUTER FILE NAME A � 6 . 0 LJ LJ _- LJ WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE CGPYRIGHT 2019 CARL[TTI ARCHITECTS,P.G. SCALE: 3'=1'-0' 2 SCALE: 3'=1'-0' I SCALE: 3'=1'-0' GENERAL NOTES: 1. SEAL ALL TYVEK:JOINTS AND PENETRATIONS WITH APPROVED TAPE. TYPICAL WALL (ex.DUPONT CONTRACTOR TAPE). SIDING DOOR PERSCHEDULE 2. FASTEN TYVEK.TO SHEATHING WITH LARGE HEAD NAILS TYVEK COMMERCIAL WRAP OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPSI SHEATHING(PER STRUCTI 3. ALL SIDES WINDOWS JAMBS SILLS AND HEADS TO RECEIVE FLEXWRAP WOOD STUDS INSTALLED PER MANUFACTURERS INSTRUCTION. BATT INSULATION STOREFRONT WINDOW 4. ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS VAPOR RETARDER PROVIDE MANUFACTURER'S DETAILS TO BUILDING INSPECTOR AT TIME OF o I GYPSUM BOARD SHIM SPACE WESTHERIZATION INSPECTION. o LAP AND TAPE TYVEK :------_____ THRESHOLD RLETTi ICo ' AT JOINTS 1 X 3 WD /: - BOTH SIDES SLOP1/87FE SET INTO SEALANT 1�16A EAST RroSTREET&O S ARCHITECTS 6� 5/8'GWB 9LOPE MAX.1/2'THRESHOLD 1� o SEAL RUN LONG PAST JAM 1 BUTTON CAP STAPLE FASTEN TYVEK,WFLEXWRAPM ® o FASTENERS TYPICAL SUITE A CORNER USING MECHANICAL ✓ PER MANUFACTURERS a Q CONC FOUNDATION MOUNT VERNON, WA. 9827: FASTENER o m DIRECTION 5/8'GWB - ' IC BOTH SIDES a Phone: I360 424-0394 INSTALL FLEXWR — STOREFRONT WINDOW Q FOX: `360) 424-5726 AROUND PERIMETER OF OPENING 1/2'COMPRESSIBLE O' D' JOINT FILLER JL SHIM SPACE SE s ELASTOMERIC SEALANT ease E STERED CONC SLAB ITECT SLOPE 01/87FT, PE'fSR 019 WINDOW DOOR WALL_ WRAP DETAIL 18 STOREFRONT INT. SILL 17 STOREFRONT INT. HEAD EXT. THRESHOLD A. SCALP: N.T.S. SCALE: -0' SCALE: -0' 1 6 SEE 18/A-6.1 SCALE: 3'=1'-0' METAL CLOSURE TRIM STRAIGHTFLASH VF TO CONT.VAPOR 24 GA.GALV.KYNAR FINISH SEALTYVEK AND FRAME BARRIER METAL WALL PANELS A NEW FIRE STATION FOR. WD STUD WALL PER LLL METAL WALL --_ CITY OF ARLINGTON LLL WALL TYPES CMU LLLL PANELS BACKER ROD/SEALANT L—L STATION #48 VENEER L L 1/2'PLYWOOD W/ I L ARLINGTON, WA 98223 WD STUD WALL PER LL TYVEK COMMERCIAL R-11 SOUND BATTS WALL TYPES 1'AIR L—L R WA SYSTEM LL WA M PRIME/PAINT FILL LLL TYVEK COMMERCIAL HM DOOR AND FRAME RP Y SPACE L R-10 RIGID RP SYSTEM I L -01 SOUND BATTS W/INSUL FOAM LLL INSULATION . L L SEAL BOTTOM USING L LL 1N HEADER L SHEATHING 9' STRAIGHT FLASH 5/8'TYPE'X'GWB LLL VOID —L BOTH SIDES. TYVEK COMMERCIAL WRAP LLL R-10 RIGID L L CONTACT: DETAIL 10/A•6.1 LLL 2 X 6 INSULATION IN L L FRAMING PAUL ELLIS HOLLOW METAL DOOR WEEPS 0 24'O.C. - CONT HEADER VOID L L 1/2'SHEATHING FRAME PRIME/PNT. 4 X 4 X 1/2 - VAPOR L_ HEADER PER STRUCTURAL CAPITAL PROJECTS MANAG GALV STEEL ANGLE PNT. - z BARRIER 360-403-4603 PERM-A-BARRIER ANCHORING 5/8'GWB W/V.B.PNT. UP WALLL MIN.0'LAP BLDG.XTEND in UP WAN END DAMS E PER STUCTURAL 11 � SEAL TYVEK STRAIGHTFLASH DOOR PER PAPER MIN 6'0/FLASHING VF TO EXTERIOR SHEATHING DOOR SCHEDULE PNT. HOLLOW METAL DOOR SEALANT W/WEEP GWB PAINT TYP. AND DOOR FRAME FRAME PER SCHEDULE TUBES MTL FLASHING 5/8'TYPE'X'GWB1 DOOR PER SCHEDULE SEALANT BOTH SIDES. /, WINDOW PER SCHEDULE GATT INS", LCONT.VAPOR BARRIER HM DOOR AND 5/8'GWB BARRIER PER SCHEDU EFFILME W/V.B.PNT. Lu� W/INSUL.FOAM G INTERIOR H.M.D. JAMB INTERIOR H.M.D. HEAD BRICK WDO HEAD EXT. H M F JAMB 11 EDETAL 19/A6.1 HEAD SCALE: 3'=1'-0' 18-261 DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' 1 4 SEE DETAIL 19/A-6.1 FOR W.B. SCALE 3'=1'-0' TURN UP TYVEK FLEX RAP METAL WALL PANELS BATT INSULATION MTL SIDING AND ADHERE TO WOOD TYVEK COMMERCIAL WRAP SYSTEM 5/4 WD SILL W/1x3 APRON CMU W/MIL VAPOR SILL PLATE SEALER TYP. REVISIONS: BARRIER 1/2'SHEATHING 5/8'GWB V.B.PNT. SEALANT 6 BACKER 5/8'GWB CONT.VAPOR ROD TYP.I IF WALL IS 5/29/20 PERMIT SUBMITT _ 1 SEALTYVEK FLEXWRAP BARRIER IRE RATED USE FIRE-RATED TYVEK COMMERCIAL X_WD SILL TO TYVEK SEALANT 7/8/20 BID SET 2X6 FRAMING W/ WRAP CAULK CONC.SLAB SAWCUT JOINT PER PLAN BATT INSUL. LLI 1X3 APRON BACKER ROD PREFORMED RUBBER FILL BACK OF LLL AND SEALANT CONTROL JOINT HEADER W/R-10 - MTL.'L'FLASHING / FLANGE WINDOWCOMPRESSIBLE IL LLL \ / TYVEK STRAIGHTFLASH 2 X 8 FRAMING JOINT FILLER W/ INSUL.PER CODE _ L VF z .R.RO A D S ALA T 'C'CLOSURE CONT.VAPOR —L SEAL BOTTOM USING NEOPRENE CLOSURE BATT INSUL STRAIGHTFLASH u BARRIER —. w 3'TYVEK TAPE 1/2'SHEATHING VF TO SEAL TO a LL - 1/2'SHEATHING W/ W/TYVEK — TYVEKAND L MTL L TRIM ATTACHED TYVEK COMMERCIAL COMMERCIAL WRAP_______—_ ________ WINDOW FRAME El El z CONT.VAPOR 5/8'GWB HEAD 8 LLL' — W/GASKETED SCREWS BARRIER WRAP SYSTEM JAMB W/J TRACK. 3 0 48'O.C. BACKER ROD CORNER BEAD 6 AND SEALANT SEALANT.TYP. MTL TRIM NOTE: MAX.SPACING OF CONTROL MTL L FLASHING FLASHING JOINTS 0 52'-0'O.C.(L•2xH) BEYOND TOREFRONT WINDOW BATT INSULATION TO MATCH ExIsrlNo SHEET TITLE: 1' MTL WALL PANELS NEOPRENE CLOSURE DETAILS SET 1N SEALANT �2�=��2 @METALNAIL FLANGE JAMB CMU EXPANSION JOINT (�)SAW CUT SLAB .B. SCALE: 3'=1'-0' `y SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' 7 SCALE: 1-1/2'=1'-0' SCALE: 1-1/2'=1'-0' WINDOW PER SEALANT SCHEDULE CONT.VAPOR BARRIER BATT CMU BACKER ROD 6 1'-2P INSULATION VERIFY W/DOOR MANUF.ADJUST SEALANT SEALANT -------------?F 1X_MOP SILL 5/8'TYPE'X'GWB 1'-0}' AS REQ'D TYP.PNT ::� *-----------� 8'CMU SILL 5/4 WD 0- ALVANIZED.PAINTED'C'CHANNEL -- -_-_---- f CAP SILL W/ix3 APRON ' 0/CONC.TILT WALL BEYOND 1X9 MOP APRON CLEAR SEALER TYP. CMU M1 INSULATED OVERHEAD DOOR TYP.PNT CORNER BEAD(TYPI J RUNNER ITYPI VERIFY TOLERANCE W/DOOR SEALANT(TYPI Pic ' MANUF./SUPPLIER PERMA IER PROJECT ARCHITECT <.. 0FLASHING X2'XYtis GALV.STL.ANGLE CONT. 7 SHIM AS REQ'D(TYPI PJ ' SET FLUSH TO . .. RECESS R ASPHALT PAVING PER ON(31 IDES. START F FENS C CONC SLAB DRAWN BY. ., FACE VENEER —WINDOW PER RUN TO WALL SCHEDULE UP WALL OVER TOP `. '` 1/2'SHEATHING PJC CIVIL MATCH EDGE T BACKER ROD 6 WELDED NELSON STUD ON BACK pLATE DOWN 1}'TYP. CHECKED BY: SEALANT ' ' OF ANGLE STRAIGHTFLASH VP TO SLOP SI nPR EACH AND.W/END SEAL TO TYVEK AND • -- DAMS AND WEEPS WINDOW FRAME MAY 18, 2020 1'-2i _ BACKER ROD 6 DATE LDOOR AND FRAME PER - SEALANT(TYP) DOOR SCHEDULE VERIFY W/DOOR MANUF. CAP FLASHING IN ADJUST AS REQ'D BED OF SEALANT TYVEK COMMERCIAL WRAP S\:ARCH\18-261 DETAILS PUNCH AND DIMPLE FRAME DOOR AND FRAME PER COMPUTER FILE NAME ATTACH W/EPDXY ANCHORS LGROUND FACE CMU OR WIRE TIES FILL HOLES W/ DOOR SCHEDULE 4'HEAD 0 CMU CONC.SLAB ON HOLLOW MTL. FRAME OPENINGS ONLY(2' GRADE SEE STRUCT. NOTE:PROVIDE VENEER T E PER NOTE:PROVIDE VENEER TIES PER CMU VENEER RONDO PRIME/PAINT FOAM INSULATION -- SECTION MANUF.RECOMMENDATI MANUF.RECOMMENDATIONS 1'AIR SPACE A � 6 . 1 ELSEWHERE] EXT. H.M.D. JAMB @CMU EXT. H.M.D. HEAD @CMU OVERHEAD DOOR SILL n TYP M AP CMU WDO JAMB + SCALE: 3'=1'-0' 4 SCALE: 3'=1'-0' 2 SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 1 SEE DETAIL 19/A-6.1 FOR W.B. SCALE: 3'=1'-0' COPYRIGHT zo,o CARLGTTt ARCHITECTS.P SCALE: 1-1/2'=1'-0' TYVEK COMMERCIAL WRAP 24 GA.METAL ROOF PANELS 0/ 24 GA METAL ROOF 4'CMU VENEER ICE d WATER SHIELDj PANELS STANDING SEAM 1'AIR SPACE TYPICAL RUN DOWN FACIA MIN.2' KYNAR FINISH WAINSCOT,ATTACH TO EXTENDED CAULK/SEAL SILL WALL W/0GALV.24' MASONRY 'L'CLIP ATTACHED TO WALL TRUSS TAIL FLASHING 4'MINICE AND WATER SHIELD PLATE TO SLAB TYP. ANCHORS s 24'O.C. FOR SHROUD ATTACHMENT ONTO ROOF0/PLYWOOD ROOF SHEATHING _ PROVIDE WEEPS• RUN DOWN RAKE MIN.2' BE CUT SLAB BOTTOM COURSE GASKETED TEK SCREW INSULATION TYP. 24'O.C.TYPICAL - - 24 GA MTL FLASHING W/ PERM-A-BARRIER PIN SHROUD TO CLIPS W/ CONT.DRIP KYNAR FINISH WALL FLASHING S.S.FASTNERS RUN UP WALL 6'MIN. 2X8 CEDAR FACIARUN ICE AND WATER SHEILD • RUN THROUGH WALL CLIPS/PINS 24'O.C. i PNT DOWN FACIA FACE MIN.3' �ARLETTI ARCH IT€CTS F CAVITY TO EDGE i CONTINUOUS MORTAR NET IN - CLEAT TYP. archft=re pIanNn; BOTTOM 24' KITCHEN HOOD DUCT WRAPPED IN � 8'GUTTER ' PEA GRAVEL FIRE TAPE PER MECHNICAL - i 116 EAST FIR STREET #4 DOWEL• SUITE A • 18'O.C. METAL SOFFIT LINER _ STAINLESS STEEL SHROUD TO WRAP/ PANEL WITH'J' 2X70 CEDAR PRIME AND PAINT MOUNT VERNON. WA. 98273 CONCEAL AROUND HOOD DUCT RUN CLOSURE AND VE T FROM HOOD TO CEILING ABOVE AS REQUIRED OWNSPOUT APPROX.6' TO MATCH GUTTER Phone: 360 424-0394 2X-OUTRIGGER PER STRUCTURAL Fax �360� 424-5726 TIGHT LINE • •T LINE OF FASCIA BO. RUN PAST GUTTER 6429 E STERED FOOTING DRAIN AS SHOWN TYP. ITECT TT AT FACIA RAKE DETAIL P>� I GU ER � C B R C K VENEER KITCHEN T C HOOD SHROUD O D ernTe NASHIRCTON HEN H U 024 SCALE: 1 1/2'=1'-0' I SCALE: 1-1/2'=1'-0' 8 SCALE: 17 7 SCALE: 3'=1'-0' 1 6 NEOPRENE CLOSURE L. A NEW FIRE STATION FOR: MTL.WALL PANELS MTL SIDING RE-FAB VENT CAP CITY OF ARLINGTON 8'CMU SEE MECH.DWGS STATION #48 TYVEK COMMERCIAL PROVIDE CRICKS METAL TRIM NEOPRENE CLOSURE WRAP FOR DRAINAGE ARLINGTON, WA 98223 L= MTL.TRIM \J(\ RIM 2x6 FRAMING VFVEK STRAIGHTFLASH OVER E3 I MTL TC RB / \ SEAL BOTTOM USING UP 6 OVER TL IC CURB NG UN MECH.FASTNER TYVEK COMMERCIAL 3'TYVEK TAPE ,< CONTACT: WRAP MTL L TRIM ATTACHED 3 PROJECTS MANAGE 1/2'PLYWOOD W/GASKETED SCREWS z .-' MW/DMECB DWGS.COORDINATE 6TC CURB ail PAUL ELLIS •48'D.C. CAPITAL 1/2' CEDAR SHIM FOR SLOPE s 5/8'GWB B.R.6 SEALANT BLOCKING BETWEEN BREAK LINe360-403-4603 SHEATHING BACKER ROD TRUSSES TYP. TYVEK COMMERCIAL 6 SEALANT - ; BATT INSUL. 24 GA MTL yyRgp STOREFRONT WINDOW 24 GA.MTL. 2x6 FRAMING ROOFING TYP. 5/8'GWB xe FRAMING FLASHING TUCK V.B.PNT. 77TL WALL PANELS - 1 . UNDER MTL SIDING R-21 BATT INSUL. BATT INSUL. CONT.VAPOR CMU VENEER PLAN CONT.VAPOR BARRIER GWB V.B.PNT. MANUF.RECOMMENDATIONS MMENDATIONS ROVIDE VENEER S PER 1 Att INSU N BARRIER PLAN 1'AIR SPACE 1/2 SHEATHING. SECTION METAL WALL PANELS METAL WALL PANELS 13 CMU VENEER TO SIDING CMU WINDOW HEAD MECH. CURB 14 SEXT. CORNER 11 SCALE: 3'=1'-0' INS I D E CORNER SCALE: 3'=1'-0' SCALE: 3'=1'-0' 1 2 SCALE 3'=1'- SCALE: 1-1/2'=1'-0' 18-261 ONT.VAPOR BARRIER ATT 1SULATION CONT.VAPOR BRICK VENEER ANCHOR TO I-CPRE-FAB TRUSSES BARRIER WALL PER MANUF. MTL CORNER REVISIONS: RECOMMENDATIONS BEAD �ll�— �A 5/29/20 PERMIT SUBMITTA 2x6 FRAMING 8'CMU __ _________ ________ TYVEK COMMERCIAL / \ 7/8/20 BID SET WRAP \`(1 U STOREFRONT WINDOW \1 \1 5/8'GWB SET IN SILL PAN 2x6 FRAMING J W/END DAMS 1 v SET PAN IN SEALANT 1'AIR SPACE Ll X 6 T&G CLEAR BED TYP. --- CEDAR SIKKENS CLEAR 1'AIR SPACE BRICK VENEER CAULK BATT INSUL. B.R.6 SEALANT 1/2'PLYWOOD METAL C CLOSURE AND NEOPREN CLOSURES TYP. CONT.VAPOR BACKER ROD AND 1/2'PLYWOOD BARRIER METAL WALL SEALANT PANELS TYVEK METAL WALL PANELS--,"I, COMMERCIAL STOREFRONT 5/8,GWB 2X6 FRAMING W/ W/CLOSURE TRIM ANDWRAP 8'CMU WINDOW - ; GATT INSUL. i' BATT INSULATION NEOPREN CLOSURES SHEET TITLE: ! 1/2'SHEATHING / NOTE PROVIDE VENEER `i NOTE:PROVIDE VENEER T]ES PER PLAN 1'RAPK COMMERCIAL TIES PER MANUF. - B.R.6 SEALANT DETAILS MANUF.RECOMMENDATIONS RECOMMENDATIONS PLAN OUTSIDE CORNER SOFFIT AD TRANS CMU VENEER TO CMU WINDOW SILL CMU WINDOW JAMB 1 O BRICK SCALE: 3'=1'-0' 9 SCALE: 3'=1'-0' 8 MTL. WALL PANELS SCALE 3'•1'-0' 7 SCALE: 3'=1'-0' 6 SCALE: Y-V-0' BACKER ROD AND MTL CORNER BEAD BATT ISULATION PRE-PAD TRUSSES BATT INSUL. SEALANT METAL 2x6 FRAMING 1/2'SHEATHING 5/8'GWB PANELS WALL BRICK VENEER W/1' J f/ AIR GAP MTL SIDING TYVEK COMMERCIAL 1/2'PLYWOOD QZ5/8'GWB WRAP TYVEK COMMERCIAL t.' TYVEK STRAIGHTFLASH WRAP CONT.VAPOR RBARRIER � NELS EAAL BOTTOM USING DRIP LASH TAPP--METAL WALL AOVERONTO 2x8 FRAMING Pic / PROJECT ARCHITECT: HING AND TYVEK WRAP Pic v, % / DRAWN BY: \ / L TRIM ATTACHED 1/2'PLYWOOD BATT INSUL. _ GASKETED SCREWS - Pic DRIP FLASHING 1 X 6 .MTL.'L'FLASHING '� COVE WLYWOOOD BARE CONT.VAPOR _ CHECKED BY: O.C. CAULKTAL 1/2'PLYWOODNOTE:PROVIDE TYVEK COMMERCIAL PNT. TYVEKMAY 18. 2020 VENEER TIES WRgp TONGUE AND WEATHER BARRIER FLASHING TYP. BARRIER COMMERCIAL WRAP DATE PER MANUF. GROOVE IP EDGE 5/8 GWB S\:ARCH\18-261 DETAILS RECOMM. CONT.VAPOR V.B.PNT.\ CEDAR STAIN .BARRIER R ROD AND PER TRUC.LMU WALL R PLAN A NINSUL. MANJFI COMPUTER FILE NAME T�\ T AIR SPACE 2'CONT.MTL SEALANT P VENT NOTM PROVIDE VENEER TIES PER PLAN DARKRIBRONZE RECOMMENDATIONS 5 INTERIOR CORNER 4 SOFFIT MTL TRANS. 3 METAL WALL PANEL 2 1 CMU TO SIDING CORNER A � 6 . 2COPYRICa HT 2010 CARL2TTI ARCHITCCTS,PS + C M U VENEER SCALE: 3'=1'-0' SCALE: 3'=1'-0' TRANSITION SCALE: 3'=1'-0' SCALE: 3'=1'-O' SUPPORT WIRES VERTICAL 0 GA HANGER SPACED VERTICAL STRUT NOTE:INSTALL SUSPENDED CEILING SYSTEM PER SEE A.C.T.SWAY 4'-0'O.C.ALONG MAIN RUNNER TO 0 12'-0'O.C. WALL MANUFACTURE'S ICC EVALUATION REPORT. BRACE DETAIL.TYP.12 GA.MIN. ALL WIRE TIES ARE TO BE 131 STRUCTURE ABOVE. / VERTICAL STRUT CAPABLE TIGHT TURNS AROUND ITSELF COMPRESSION STRUT 012'-0'O.C. / WITHIN 3'. 8' MAX. OF RESISTING VERTICAL 12 GA.SWAY SUPPORT LOADS 0 S12'-0'O.C. (4)12 GA WIRES SECURED TO MAIN WIRES 0 12'-0'O.C. MIN. BEGINNING i8'-0'FROM WALL RUNNER. SPLAY DOD FROM EA OTHER,N.T.E. 0 GA.SUSPENSION WIRE O O O VERT.STRUT: C:ARLETTI ARCHITECTS P.S. RESTRAINT POINTS SHALL 45 FROM CLG PLANE. RBE PLACED IZONTAL / 0 4-0'O.C. Q �'EMT CONDUIT UP TO 6' archkKwro&pbnniig 12'-0'O.C.IN BOTH DIRECTIONS.W/ COLD ROLLED CHANNEL g EMT CONDUIT UP TO 8'8' 116 EAST FIR STREET THE FIRST POINT WITHIN 4'-0'FROM 0 4-0'O.C. �'�t 1'EMT CONDUIT UP TO 10' 45 EA WALL. SECURE TO STRUCTURE 16 GA.TIE WIRE � WALL MOLDING S OR SUITE A \ ABOVE. MIN. .0 1t METAL STUD(25 GAUGE) MOUNT VERNON. WA. 98273 MAX �P<N UP TO 6'-2' \ 1 1/2'COLD ROLLED CHANNEL 0 2t METAL STUD(25 GAUGE) Phone: I360II 424-0394 0 4'-O'O.C. 5/8'GWB O O h P1� UP TO 10'-6' FOX: (360) 424-5726 7/8'HAT CHANNEL o 0 0 0 0 o VI F NO USE HEAVY DUTY 0 2'- O.C. CROS T-BAR GRID SYSTEM S NOTE:(1)END OF CEILING GRID SHALL BE ATTACHED TO WALL r�P e�29 E STUD HAT CHANNEL NOTE:INSTALL SUSPENDED CEILING SYSTEM PER MOLDING.THE OTHER END SHALL HAVE A 3/4'CLEARANCE FROM ITECT 0 2-0'O.C. MANUFACTURE'S ICC EVALUATION REPORT. WALL 8 FREE TO SLIDE.GRID SHALL BE ATTACHED AT 121 ADJACENT WALLS(POP RIVETS OR APPROVED METHODI NOTE:SUSPENDED CLG SHALL BE INSTALLED PER ASTM C656, 5/8'GWB CISCA ZONES 5-4 8 ASCE 0.6.2.6.2.2 PETER STATE WA9iNCION SUSPENDED GWB (I o� WIRE TIES GRID AT WALL ` 15,,� CEILING BRACE 1 SCALE: 3'=1'-0' 1 N.T.S. I N.T.S. 1 N.T.S. 1/4'TH.STL.WELDED TO STL. A NEW FIRE STATION FOR: NOTE:THIS DETAIL EXISTING VENT ANGLE 6 BOLTED TO DBL WD STUD CITY OF ARLINGTON IS SUITABLE 12" DIA. VENT ALL WOOD TO BE FIRE TREATED NOTE INSTALL SUSPENDED CEILING SYSTEM PER PIPE STATION #48 VERTICAL 12 GA,HANGER WIRE MANUFACTURE'S ICC EVALUATION REPORT. FOR MAX.18' (HV7) N SPACED 4'-0'O.C.ALONG MAIN BEAM #12 GA.WIRE HANGER TO DIAMETER PIPES MIRROR TO STRUCTURE ABOVE. STRUCTURE AT EACH ARLINGTON. WA 98223 f 4"PLASTIC LAMINATE STAINLESS /// BACKSPLASH.PL-1 CORNER OF FIXTURE STEEL DRAW BAND GA. MTL CUT RUBBER BOOT TO 20X 1/4-14 x 1 1/8` S.S. ME MECHANICALLY SEAMED 1O SOLID SURFACE COUNTER W/ 141 12 GA.WIRES SECURED TO HD METAL STORM SMALLER THAN PIPE ROOF STITCH FSNR STANDING SEAM ROOFING UNDER MOUNT SINK MAIN BEAM WITHIN 2'OF ATTACH SLACK WIRES COLLAR.FINISH DIAMETER ///// (702**) AT 4"O.C. SLR VENT 2x CONT. CONNECTION OF VERTICAE STRUT TO DIRECTLY TO FIXTURE TO MATCH ROOF FASTEN BOOT TO PANEL AROUND PERIMETER MAIN BEAM SPLAYED 90 DEGREES AT DIAGONAL CORNERS AT V O.0 WITH A CONT.BED OF BASE BASE(VB12) < r CONTACT: FROM EA.OTHER 45 DEGREES MIN. OF SEALANT BETWEEN - " a EL PAUL ELLIS 90 FROM CLG PLANE.LATERAL FORCE BOOT 8 PANEL.FASTEN w BRACING SHALL BE PLACED 12'-0'O.C. W/#14 X 1'METAL WOOD - > CAPITAL PROJECTS MANAGER IN BOTH DIRECTIONS.W/THE FIRST 0 1'0. �> ;� 360-403-4603 N ti fff POINT WITHIN 6'-0'FROM EA WALL. 1x4 BLOCKING AT BRACE SECURE TO STRUCTURE ABOVE. �"` �� 3/4'PARTICAL BOARD w/ EASED CORNER ATTACH FIXTURE TO j 2"x2"x24"LG.STL.ANGLE BRACE �HD MAIN BEAM 3/16" x 7/8"TAPE '.-_/ r THRU BOTT.0 STUD WITH 141 CEILING SUSPENSION NOTES: A.C.T. SYSTEM WITH POSITIVE 1.12"DIA VENT CAN NOT BE IN TA MASTIC (80068) 1/2'DIA.M.B.,COLRD.w/ CLAMP DEVICES HAVING A7 THE RIDGE LINE OR IN THE FlRS7 AT PERIMETER PLUMB'G NOT TO EXCEED CROSS RUNNER CAPACITY OF 100X OF PURLIN SPACE OFF 11 RIDGE. 48'O.C. LIGHTING FIXTURE WEIGHT 2.FIELD LOCATE AND CUT OPENING INSULATION WRAP OVER ALL DRAIN NOTE:HANGER 6 PERIMETER WIRES MUST BE PLUMB WITHIN 11N 6 IN ANY DIRECTION IN SEAMED EA HORIZON UR PAN L FOR p• AND WATER SUPPLY PIPES PER ICC UNLESS COUNTER SLOPING WIRES ARE PROVIDED. "MAX TYP NOTE,WHEN A PENETRATION OCCURS THROUGH THE PANEL SIDELAP.INSTALL A117.1-2000 SECTION 606.6 INSULATION GUNNABLE CAULK FROM THE PENETRATION TO THE RIDGE.PEAK OR ENDWALL RETAINER (IR2) KNEE BRACE AS REQUIRED TO PREVENT WATER FROM RUNNING DOWNHILL INTO THE OPENING OPTIONAL RP OR P-LAM WAINSCOT PER FINISH SCHEDULE 15 A.C.T. SWAY BRACE 14 LIGHT FIX. SUPPORT �3 PLUMBING VENT DETAIL �2 ROOF VENT DETAIL �� LAVATORY DETAIL 18-261 N.T.S. N.T.S. SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' BATT INSULATION GWB EA.SIDE TYP. REVISIONS: FRP TO BTM OF INTEGRAL REBAR CLIPS U.N.O.AS PLYWOOD WD STUD P.T.SILL 5/29/20 PERMIT SUBMITTAL CLG.FRAMING ABOVE SEE WALL TYPES W/A,B,ISPACING PER FRP MANUFACTURED EDGE e - e CAST IRON GRATE RUN FRP PANEL t Y STRUCTURAL DWGS.) 7/8/20 BID SET W/SEALANT -.'—� - PAST PLATE TYPICAL CURB 6'A.F.F 0 DECON SIDE Al POURED INTO 1 ° RECESS 1'GALV.STL.NOW � SKID GRATING W/GALV ANGLE W/ e e WELDED STUDS OR INSTALLATION SPACER CLIPS 1D E50XY BOLTS INTEGRAL REBAR CLIPS VERIFY PLUMBING lI��� 0 8 REQUIREMENTS PER 4' CONC.SLAB SEE STRUCT DWGS MECH DWGS FOR REINFORCING 8'CONC.CURB DOWEL INTO CONC.SLAB W/04'S 0 18' O.C.TYPICAL PRECAST POLY TRENCH DRAIN VERIFY @ L c SEE SPECIFICATIONS 0'-4!' SHEET TITLE: RECESS W/ p 0 4 (ADJUST FOR 6'STUDS ANGLE SIZE #4 REBAR OR PLYWOOD SHEATHINGI GRATE DEPTH DETAILS DECON DRAIN TRENCH DRAIN URB @ DECON SEE STRUCT DWG FOR SCALE: 3'=1'-O' g SCALE: N.T.S. REINFORCING SIZES 24GA.STANDING SEAM RIDGE CAP TO MATCH 0 NEOPRENE CLOSURE SET IN METAL ROOF PANELS DOWNSPOUT STRAP LAP 6'MIN.w/(2)ROWS SEALANT SEALANT TOP d BOTTOM FASTEN TO TYPICAL ROOF CONSTRUCTION FASTENER w/EPDM WASHER 2 X OUTRIGGER WALL PANEL WITH FASTENER w/EPDM WASHER PER STRUCTURAL WALL STITCH FSNR �'SHEATHING 4"LONG GALV.Z-FLASH 21 PER ROOF PANEL RAKE FLASHING BEND TAB STRAIGHT FLASH TAPE PANEL SEIM) (1)FASTENER 0 EA SIDE BEND DOWN AND OVER TO SECURE BOTH OF ROOF PANEL SEAM METAL ROOF PANELS L— HALVES OF STRAP CONNECT TO GUTTER METAL DRIP FLASHING CLOSURE TRIM 4"LONG GALV. CONT.CLEAT ------ ------------ TOGETHER AS REQ'D PER MANUF. -FLASH 0 EA. MTL.FLASHING RUN UP CONT INSECT ROOF PANEL SEAM pJC RUN ICE AND WATER WALL BEND DOWN ONTO—,_, SCREEN 2 STRAPS PER SHIELD DOWN FACIA GUTTER STRAPS AS I ROOF PANELSPROJECT ARCHITECT. FACE MIN.4' REQUIRED TO SUPPORT 1 SECT ON F MTL.ROOF PANELS o sEc o o Pic R MA F. I PER NU DOWNSPOUT DRAWN BY: 2X10 CEDAR FACIA � - - MTL.CLOSURE BD PRIME/PNT. SET IN SEALANT pJC DOWNSPOUT BOOT PRE-PAINTED 5' CONNECT TO 3 X 4 ALUMINUM ALUM.'K'GUTTER MTL.DRIP FLASHING CHECKED BY: SMOOTH FACE DOWNSPOUT CAP AND SEAL END CAPS APPROVED OUT—FLOW FASTEN TO DOWNSPOUT COLOR TO MATH ROOFING MAY 18, 2020 NIPPLE W/3 POP DATE 2'CONT.MTL. RIVETS 2 X 10 CEDAR 2'CONT.MTL STRIP VENT 4" PVC, PNT. FASCIA BD PRIME/PNT. STRIP VENT PRE-MANUFACTURED S\:ARCH\18-261 DETAILS DARK BRONZE CONNECT TO TIGHTLINE DARK BRONZ ROOF TRUSSES 2x BLOCKING.SEE STRUCT. I SEE ROOF PLAN PER STRUCTURAL METAL ROOF PANEL 0/ COMPUTER FILE NAME METAL SOFFIT LINER ( ) FOR QUANTITY OF DOWN SPOUT CONNECT 4 1%4 CLEAR T G W/R-49 BATTS PANELS ---- DOWNSPOUTS TO TIGHTLINE AS REQ'D. A-6.4 CEDAR AT E TRY SOFFIT AREA W/ 6 . 3 CLEAR SEALER 3'MIN.AIR SPACE,TYP A TYPICAL RAKE CANOPY TYP. DOWN SPOUT TYPICAL GUTTER ROOF TO WALL FLASHING0ONTINUOUS RIDGE VENT COPYR1OHT201LARETT1ARC1TECT5.1s + cJ SCALE: 3'*1'-0' L} SCALE: N.T.S. 3 SCALE: 3'-1'-0' 2 SCALE: 3'=1'-0' SCALE: 1-1/2'=1'-0' RUN ICE AND WATER SHEILD 4'DIA.STEEL PIPE SOLID SURFACE OVER FACE OF FACIA MIN.2' GALV.PRIME/PNT. TURNED DOW1'•8' COUNTERS TYP. MTL ROOF PANELS EDGE TYP. 4'SOLID SURFACE BACKSPASH BLOCKING SEAL BOTTOM USING i 3'TYVEK TAPE _ MTL L TRIM ATTACHED W/ PROVIDE PTD. METAL MTL.CLEAT 11 GASKETED SCREWS 0 48'O.C. CARLETTI ARCHITECTS G BRACES AS REQ'D - MTL L FLASHING y�p�plrp&PMnnOoog •� " 2X10 CEDAR FASCI 12'X 12'X 1/2'STEEL PLATE 116 EAST FIR STREET °' BOARD PRIME/PNT. WELD SUITE A 5/a'GWB METAL SOFFIT 12'X 12'X 1/2'STEEL PLATE LINER PANELS 9 X 12 BLOCKING MOUNT VERNON. WA. 9827° PRIME AND PAINT 141 1/2'DIAMETER BOLTS 2x6 WOOD STUDS 16 Phone: (360I 424-0394 O.C.PROVIDE DOUBLE DARK BRONZE MTL 4'EMBED MINIMUM Fax: (360) 424-5726 STUD EVERY THIRD BAY (4)1/2'DIAMETER BOLTS VENT STRIP BACKER ROD AND SEALANT FOR WALL STIFFING 4'EMBED MINIMUM MTL.'L'FLASHING CASEWORK 'C'CLOSURE WPMMR, WA"", VRB P.T.SILL PLATE PIN TO 4'DIA.STEEL PIPE SLAB 24'O.C. GALV.PRIME/PAINT q KITCHEN COUNTER STL. BRACE TOP STL. C3RACE SASE 2 0 I� SCALE: 3/4'•1'-0' �7 SCALE: 1-1/2'=1'-0' � � SCALE: 1-1/2'=1'-0' 2 X 8 FRAMING BELOW GATT 1NSUL. �. A NEW FIRE STATION FOR: SEAL BOTTOM USING 3'TYVEK TAPE METAL SIDING — CMU VENEER CITY OF ARLINGTON PRE-FAB TRUSS COORD. LOUVER BAKED ON P AIR SPACE STATION 448 LOUVER OPENING CONT.VAPOR BARRIER PNT.FINISH BY TYVEK COMMERCIAL WRAP MTL L TRIM ATTACHED MANUF. ARLINGTON, WA 98223 W/GASKETED SCREWS GATT 1/2'SHEATHING ATTACH PLAQUE TO CMU ®48'O.C. INSULATION CAULK TYVEK STRAIGHTFLASH PER MANUF.STANDARDS SHIM AS REQUIRED LOUVER BAKED ON CAULK SEAL BOTTOM USING \ Y MANUF. METAL FLASHING MTL L FLASHING 9'TYVEK TAPE DRIP EDGE '? 12'X 18'BRONZE PLAQUE \ PRE-FAB TRUSS ROOF TO WALL I J F TRAIGHTFLASH W/BACKER ROD :� SEE SPECS CONTACT: CONT.VENT \. / AND SEALANT MTL L TRIM ATTACHED Y COORD.LOUVER Z-CLOSURE STRIP W/GASKETED SCREWS OPENING 1,0. PAUL ELLIS TYVEK FLEXWRAP s as'O.C. CAPITAL PROJECTS MANAGI 1/2'PLYWOOD DRILL 131 1'DIA.HOLES C'CLOSURE METAL FLASHING SHAVFACEE OF CMU VENEER TO RECESS PLAQUE 360-403-4603 BETWEEN EA.TRUSS DRIP EDGE CONT. FOR VENTILATION 1/2'SHEATHING ONT. W/BACKER ROD VAPOR AS SHOWN TYPICAL W/TYVEK COMMERCIAL VAPOR AND SEALANT • BARRIER WRAP �3 � BARRIER ROD LOUVER BAKED ON 1/2'SHEATHING W/ PNT.FINISH BY CATYVFK ULK LANT TYVEK COMMERCIAL COMMERCIAL WRAP FLASHING PRE-FAB TRUSS MANUF. WRAP SYSTEM H EXISTING COORD.LOUVER SURE BATT INSUL. OPENING 'SHEATHING SET IN SEALANT MTL.SIDING 2X6 FRAMING MTL WALL PANELSJ GASKETED - SCREWS 0 48'O.C. - �� CANOPY TO WALL TRANS. 14 LOUVER JAMS 13 LOUVER SILL ,2 LOUVER HEAD STATION PLAQUE 18-261 SCALE: 3'=1'-0' SEE 9/A-6.1 SCALE: 3'=1'-0' SEE 9/A-6.1 SCALE: 3'-!'-0' SEE WA-6.1 SCALE: 3'4'-0' SCALE: 3'=1'-0' 10'-0' FLASHING TAPE INSTALLED 1'-0' 1'-0' 6'-0' 1'-0' 1'-0' OVER METAL FLASHING ONTO REVISIONS: TYVEK WRAP 5/20/20 PERMIT SUBMITTI 24'CLEAR MTL FLASHING W/HOLES p•T.S. SPACE DRILLED O 24'O.C. 7/8/20 BID SET o GALV. MITRE ALL CORNERS MTL FLASHING UNISTRUT BLOCKING STOREFRONT DOOR GALV. PER DOOR SCHEDULE CONCEALED BOTTOM RAIL BOX Stt. WEATHERSTRIP FOR PLATE LIGHT FIXTURE ALUMINUM DOOR THRESHOLD BOOT MEMBRAN CABLE MAX.1/2'ABOVE FLOOR CONIC SLAB 6.3 4'PVC 2'DIA STL. PIPE GALV. 11'X 18'STEEL PLATE MTL TRIM W BEND FLASHING DOWN 6 z MTL.PANELS 0/ SHEET TITLE: RETURN TO ROOF PANELS TYP. J ELEG TYVEK COMMERCIAL WRAP 0/ INSTALL FOAM CLOSURE STRIPS CONDUIT 1/2'SHEATHING 0/ WOOD BLOCKING SEE X4 BLOCKING 2X8 FRAMING W/R-21 INSULATION 0/ DETAILS RUN ICE AND WATER SHEILD 1 STRUCTURAL EXTEND TOP '9TL ANGLES WELD ALL CONNCECTIONS 5/8'GWB DOWN FACIA MIN.2' oof CHORDS OF TJL'S TYP. 9 STOREFRONT SILL 8 NTENNA RACK 6 LIGHT FIXTURE @ SEE 19/A-6.1 SCALE: 3'=1'-0' SCALE: 1/2'=1'-O' MTL. PANELS SCALE: 1-1/2'=1'-0' 1lTAL WALL rAXND RANI AD ---- BEND FLASHING DOWN 6 CNN wLn ---- RETURN TO ROOF PANELS TYP. INSTALL FOAM CLOSURE STRIPS asR ww.aw Tema AxD wooD anDD wl RUN ICE AND WATER SHEILD � w"T�� DOWN FACIA MIN.2' sao.Arm cww.�'"`:°nrADlrrowr q�.M 11TR ---- s•NiN 1w•eiDD �nsRea•D Pic -------- n N PROJECT ARCHITECT: METAL SOFFIT LINER PANEL °R "T N"T`" 24GA KYNAR FINISH WITH - METAL WALL PANELS W/ .,. � � Pic 'J'CLOSURE FLASHINGS 6 'J'CLOSURE FLASHINGS 6 we.D Au arANs Nero roDr rARU DRAWN BY: BTANDDD e[IJI FOAM CLOSURE STRIPS AS REQ'D. , FOAM CLOSURE STRIPS xureRn.w Pic 2X70 CEDAR FACIA PRIME/PNT. xIO CEDAR FACIA f iDre axc rel Allbl zNN CHECKED BY: MAY 18, 2020 24GA GALV.KYNAR FINISH e1wx�N DATE FLASHING ON CONT.CLEAT 24GA GALV.KYNAR FINISH METAL WALL PANELS W/ awe R w 5\:ARCH\18-261 DETAILS �! FI ASH NG ON CONT Ill EAT 'J'CLOSURE FLASHINGS 6 FOAM CLOSURE STRIPS COMPUTER FILE NAME \_ METAL SOFFIT LINER PANEL'' AiL D�ea n N:wLVArr@D.rDD:D Aw rAw.m rn. P°"^'�' 24GA KYNAR FINISH WITH 'J'CLOSURE FLASHINGS 8 FOAM CLOSURE STRIPS AS REQ'D. STEEL E E I CANOPY 5 TYP. SAVE AT APP BAYS 4 TYP. RAKE AT APP BAYS 3 2 7 LLL COPYRIGHT 2019 CARLETTI ARCHITECTS,P3 SCALE: 1-1/2'.1'-0' RUBBER STAIR SKIRT RUBBER STAIR SKIRT 3/4'PLYWD SUB FLOOR BASE TO MATCH 1212X12 STRINGER BEYOND BASE TO MATCH STAIR TREADS STAIR TREADS 12I2X12 STRINGER BEYOND TYP 5/4'CHAMFER EDGE 1 1/4'PLYWD(TYP)1X2 WO BLKG 1 1/4'PLYWDITYPI RISE/RUN TYP 3/4'CHAMFER EDGE 1/2'PLYWD.ITYPI PER PLAN RISE/RUN TYP 3/4'CHAMFER EDGE CARLETTI ARCHITECTS G 1 1/4'PLYWD.ITYPI 1X2 WD BLKG PER PLAN 10nn0 P ng ardhNsc¢ure& 1X2 WD BLKG 116 EAST FIR STREET 177777 SUITE A BEAM MOUNT VERNON, WA. 9827° SEE STRUCT. 1/2 YWDITYPI t/2'PLYWD ITYPI Phone: (360I 424-0394 Fax: (360) 424-5726 TJI JOIST FRAMING TYP. TERED TECT 2X12 STRINGER BEYOND PT 2X6 CONT.WD W/NOTCH*STRINGERS PETER 174 STATE 0 WASHINGTON STAR TOP STAIR TREAD STAIR SASE 1 o SCALE: 3'=1'-0' 1 7 SCALE: 3'=1'-0' I'v SCALE: 3'=1'-0' A NEW FIRE STATION FOR: CITY OF ARLINGTON 1 1/2'STEEL PI RUBBER STAIR SKIRT STATION 448 1 1/2'STEEL PIPE POWDERCOATED BASE TO MATCH SECTION 1000 STAIRWAY NOTES: W/9/4'STEEL PIPE 1 1/2'STEEL PIPE STAIR TREADS ATTACHMENT WA 98223 ATTACHMENT WELD W/3/4'STEEL PIPE ' 1. STAIRWAY WIDTH TO BE NO LESS THAN 44'CLEAR UNLESS TO STEEL PLATE TYP. ATTACHMENT WELD SERVING AN OCCUPANT LOAD OF LESS THAN 50 OCCUPANTS. 141 LAG BOLTS TO STEEL PLATE TYP. 3/4'PLYWDITYPI HMD/HMF THEN REQUIRED WIDTH IS 36' INTO SOLID BLKG 1�' BRACKETS SPACED W/RUBBER STAIR 2. MIN.CLEAR HEAD HEIGHT ABOVE ANY TREAD NOSING IS 6'-8'. EQUALLY TREAD/RISERS 3. MAXIMUM RISER HEIGHT 7'.TREAD WIDTH 11'.RISERS TO BE 16 FT.O.C.MAX.I U.N.O. CONTACT: CLOSED OFF,NO OPEN RISERS ALLOWED. PROVIDE BLOCKING PAUL ELLIS 4. PROVIDE HANDRAILS EA.SIDE OF STAIRS.HANDRAILS TO BE LL. o IL. IN WALL AS REQUIRED 2 X-WALL FRAMING 1-$GRASPABLE DIA.MIN.54'-MAX.58'ABOVE NOSE OF U_. U_ TO ATTACH BRACKETS PER PLAN CAPITAL PROJECTS MANAGI TREAD/LANDING.MTD.56'TYP.A.F.F. PROVIDE MIN.1-1/2' Q 0 Q DISTANCE BETWEEN HANDRAIL AND WALL SURFACES. 5/8'GWB 360-403-4603 S. RETURN ALL HANDRAILS TO WALL AND OR INTERMEDIATE POST. io io WALL PER 6'O' 6. PROVIDE HANDRAIL EXTENSIONS 12'AT TOP/BTM.LANDINGS WALL TYPES 2X12 STRINGER MIN.1-SIDE. 4 X 4 STEEL T.0' 7. PROJECTIONS INTO CLEAR STAIRWAY WIDTHS SHALL NOT PLATE LAG INTO WALL 0 EXCEED 4.5'AT OR BELOW THE HANDRAIL HEIGHT. BRACKETS SPACED SOLID BLOCKING 8. EXTERIOR TREADS/RISERS TO BE OPEN DIAMOND PLATE MESH EQUALLY 42'HIGH GALV.GUARDRAIL POWDER COAT 1-1/2.DIA.STEEL GRIN E DS TO ALLOW WATER/SNOW TO DRAIN. 0 FT.O.C.MAXI U.N.O. 5/8'GWB SMOOTH SET IN SLEEVE ®WALL TYP. GRIND SMOOTH ALL EXPOSED TO RECEIVE VERTICAL S PP RTS SECTION 1013 GUARDRAIL NOTES: ALL WELDS TYP. STEEL 0 STAIRS TYP. BOLTED TO FLOOR ST U TU E 1. PROVIDE GUARDRAIL MIN.42'ABOVE NOSE OF TREAD/LANDING HANDRAIL STAIR STRINGER INSTALL BLOCKING AT LO R FOR ALL HEIGHTS 30'A.F.F.OR GREATER TYP. AS REQUIRED 2. MAX.SPHERE OPENING TO BE 4'BETWEEN MEMBERS UP TO A HEIGHT OF 54'. OPENING CAN BE 8'FROM 34'TO 42'. 1 SCALE: 1-1/2'=1'-0' SCALE: 3'=1'-0' 3. THE TRIANGULAR OPENING FORMED BY THE RISER.TREA 6 BOTTOM RAIL AT THE OPEN SIDE OF A STAIRWAY CAN BE OF A MAXIMUM SIZE SUCH THAT A SPHERE OF 6'IN DIA.CANNOT 18-261 PASS THROUGH THE OPENING BETWEEN RISER.TREAD AND BTM. a. RAIL. 4. 21'DIA.OPENING BETWEEN VERTICAL 6 HORIZONTAL MEMBERS IS ALLOWED IN INDUSTRIAL APPLICATIONS NOT ACCESSIBLE TO THE PUBLIC IN GROUP I-3,F,H,OR S OCCUPANCIES. REVISIONS: o 5/20/20 PERMIT SUBMITTI 7/8/20 BID SET �o- 0 0 0 0 0 0 13 GUARDRAIL EXPOSED STRUCTURE ABOVE EMS/ ELEC 1'-O. 201 12 W-Of tj DIA STEEL HANDRAIL SHEET TITLE: A-6.5 MTD.36'AF.F.TYP. 1g 7I EA SIDE OF STAIR. BUNKER GEAR DETAILS 4'Of -8.5 10 HALL 107 1i DIA.STEEL HANDRAIL PNT. 4•-O; MTD.36'A.F.F.TYP.EA.SIDE t OF STAIR.END 0 LANDINGS ST 11 / 2 U AS SHOWN TYP. 0 EA. 110 -6.5 _6_ STAIR 1 1 18 17 (2)LAYERS BUNKER 0 -65 / 5/8'GWB GEAR 0 _ -6.5 UNDER STAIRS Fl-09-1 KITCHEN BEYOND 118 Pic PROJECT ARCHITECT: STAIR 110 SECTION STAIR 110 FIRST FLR. Pic DRAW Pic N BY: SCALE: 1/4'=1'-0' SCALE: 1/4'•1'-0' CHECKED BY: MAY 18, 2020 DATE 5\:ARCH\18-261 DETAILS COMPUTER FILE NAME - 6 . 5 COPYRIGHT 201G CARLETTI ARCHITECTS.PS 1 1.9 2.9 4 6 7.1 T T I I I I I I I CARLETTI ARCHITECTS P.S. arcAlmwna A planning 116 EAST FIR STREET SUITE A MOUNT VEff RNOIN. WA 98273 Ph ne: 424- 394 A B C D E Fax: NO 424-5726 4.0 A 4.0 A 4.1 —A 4.1 4. — SITERED CT I III � I F -4. - - - - - � III L - - - - - - - - - - - - - - - PSfER Nf-2 LVT-1 STATE WASHINGTON o FLOORING/MATERIALS PLAN 7CONdC �-TPNT-z I CITY OF ARLINGTON o CONE CONE CONE CONE � maa STATION #48 (�C\� � - I ARLINGTON, WA 98223 j Arm CONE CH-1 CH-1 I — NT-2 CONTACT. I � PAUL ELLIS CAPITAL PROJECTS MANAGER D it �� O O O I 360-403-4603 o C CONE II --- H LVT- LVi-1 CONC — — — PNT•2 PNT- I - LvT 1 5 $ CH 1 I L ' \ L m.2o nn I 18-261 D° CONC OM- LVT- — -2 — _ _ _ REVISIONS: PNT- 0.11 5/20/20 PERMIT SUBMITTAL VT-1 - m'°z °coNc F 7/8/20 BID SET SCH- PNT-2 ll - - � -L A - G - -I - - - - - - D ) U b ) - - L- - - - -LI D a � I ) ) ) ) CJ I a B C 4.2 I SHEET TITLE: FLOORING/MATERIALS PLAN 1 2 3 4 5 6 7 8 9 FLOORINGNATERIALS PLAN SCALE: 1/8'4-0' Pic PROJECT ARCHITECT: Pic DRAWN BY. Pic CHECKED BY: FEBRUARY 28. 2020 DATE S\:ARCH\18\DRAWINGS\18-261FLRBASE COMPUTER FILE NAME ID , 1 . 0 + COPYRIGHT 2020 CARLETTI ARCHITECTS.PS, MIKKVK JV'x415' W/BEVELED EDGE GWB FRP•1 PNT-1 CG-1 s PA GWB CORNER SURFACE MOUNT FRP-1 FRP-1 SOAP DISPENCE FRP_1 1 1/4'DIAMETER S.S.GRAB BAR STAINLESS SOLID SURFACE ISS-11 STAINLESS W/SNAP 1 1/4'DIAMETER S.S. � SURFACE MOUNTED DECON STEEL COUNTER TOP W/4' BACK o STEEL TOILET FLANGE 18 VERT.GRAB BAR AUTOMATIC PAPER SHOWER COUNTER/SINK SPLASH ck SET COVER IF.C.I.C.I TOWEL DISPENSER T.O.COUNTE4 3'-0'AFF 9'-0'AFF 2 SINK T.O.COUNTER 2'-10'AFF 1 1/4'DIAMETER 8'CONC. .CURB CARLETTI ARCHITECTS P.S. CURB 8'CONC S.S.GRAB BAR � W/SNAP FLANGE 6'CONC. FE ��LOW PROFILE SUPPORT wddwcwm� 8'CONC.CURB CURB MAX.5'-0'O.C. URINAL TOILET PAPER DISPENSER EAST FIR STREET CONC.CURB PLA SUITE A •SHOWER VRB-1 MOUNT VERNON, WA. 98273 RESTROOM 112 ZHrroT��A-0.1 M 112 RE�AOJ OM 112 �_O- ECON 111 REPORTS LIBRARY 116 Phone (360) 424-0394 Fax: 360I1 424-5726 1 REFER TO ACCESSORY MOUNTING SCHEDULE SCALe:1/4'•1'-0' MOUNTING SCHEDULE SCALe:1/4'•1'-0' REFERSORY MOUNTING SCHEDULE SCALe:1/4 SCALE:1/4'•1'-0' SCALe:1/4'•1'-0' ON SHEET A-O., ON SH 96'W X 12'D X 30'H PLA UPPER CABINETS (2)56W X 12.0 X 30•H STAINLESS STEEL HOOD 30W X 12'W X 18'H UPPER CABINETS VENT PLA UPPER CABINET 24W X 12'D X 90'H PL_1 FLA UPPER CABINET 24W X 12'0 X 30'H 12'W X 12'D X 30•H mPNT-1' 18W X ITO X 30'H UPPER CABINET PLA UPPER C BINET V7 SC'Be! PLA UPPER CABINET PLA PULL OUT SP CE SHEL .. OPEN SHELF FOR GWB ADJ.SHELVES GW GWB MICROWAVE EXTEND 18' 24W X ITO 90' DEEP,PLA PNT-1 T.O.CAB. PNT T.O.CAB. PNT 1 PLA UPPER C BINET T.O.UPPER CAB. 30'W x 4.0%36'H ANEW FIRE STATION FOR: OPEN SHELF OR II EMTEK BAR PULLS SATIN PL-1 BA E CABINET MICROWAVE EXTEND �- __ CITY OF ARLINGTON -� NICKEL OR BRUSHED SOLID SURFACE ISS-11 SOLID SURFACe i 18'DEEP.PL- _ I I I I I STAINLESS STEEL OR STATION #48 COUNTER TOP W/ ISS-1)COUNTER TOP SOLID S JRFACZ ISS-11 T-90 BACK PLASH APPROVED EQUAL 4'BACK SPLASH W/4'BACK SPLASH T.O.COUNTER COUNTS TOP W/SIDE SS-1 COUNT' ARLINGTON. WA 98223 T.O.COUNTER _0 WALL H DD'N COUNTERTOP _ _ _ T.O.COUNTER FE FE T T E jjj PROVIDE GFI OUTLET PER pL 1 BASE C B56 H I O I _ I I pyy I 1g'W X 24'D X 36'H Uzi (2)15W X24'O X 30' FINISHED FLOli ELEC.D GS IF.O.I.0 FINISHED FLOORS'CABINET PL•1 BASE NY WALL IN PL-1 W/PULL OUT TRAY LOW PROFILE 15W X24'D X 30'H CABINETS W/DRAWERS �I 3 '-31 0'-0'AFF TO MATCH CASEWORK STORAGE 0'-0'AFF SUPPORT PL-1 BASE ''f ''f' •f' 24W X 24'D X 36-H (2n8'W X 247)X 96W X 24'D X 36'H CONTACT. MAX.5'-0'O.C. CABINETS W/DRAWERS PLA BASE CABINET 36'H PL-1 PL-1 BASE CABINET PAUL ELLIS VRB-1 BASE CABINETS CAPITAL PROJECTS MANAGER REPORTS LIBRARY 116 R REPORTS LIBRARY 116 Q KITCHEN 118 KITCHEN 118 360-403-4603 7 SCALE:1/4••1'-0' SCALE:1/4'4-0' `� SCALe:1/4'•1'-O' 1 0 SCALE:1/4'•1'-0' SURFACE MOUNT SOAP DISP'NC'R WB.PNT-1 GWB. PNT-4 GWB. eMTeK BAR PULLS SATIN PNT-, PNT-1 NICKEL OR BRUSHED STAINLESS STEEL OR SCH-2 SCH-2 18-261 APPROVED EQUAL T.O.TILE (2)15-W%24'D X 36'H SOLID SURFACE SURFACE MOUNTED 1 1/4'DIAMETER S.S. L-1 BASE CABINET COUNTER(SS-1) TILE# AUTOMATIC PAPER T-5,T-6 8T-7 18•VERT.GRAB BAR SOLID SURFACE TOWEL DISPENSER IF.C.I.C.) DE T.O.COUNTER COUNTER(55-1) T.O.COUNTER FREEZER RE TILE BACK I _ 1 I - _ T-5.T-6 8T-7 1 1/4'DIAMETER REVISIONS: IF., .I.C.) IF. .LCJ SPLASH.T-88B _ I I - 15W X 24•D X 36'H PL-1 OVER PONY �, PL-1 BASE CABINET WALL E MATCH S.S.GRAB BAR 5/29/20 PERMIT SUBMITTAL VRB-1 — W/ELEC.OUTLET ON CABINETS T-2.T-9 dT-4 W/SNAP Fe FLANGE 7/8/20 BID SET 90W X 24'D%98'H 30W X 24'D X 36'H VRB-1 TOILET PAPER DISPENSER PL-1 BASE CABINET PL-1 BASE CABINET W/SINK VRB-1 KITCHEN 118 KITCHEN 118 �z�KITCHEN 118 U14RESTROOM 129 �RESTROOM 129 I I SCALE:1/4'•1'-0' G SCALE:1/4'•1'-O' I`J SCALE:1/4'•1'-0• REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' I REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' ON SHEET A-0.1 ON SHEET A-0.1 I I VANITY LIGHT 24'DEEP CABINETS SCH-2 PER ELEC. SCH-2 GWB. GwB. SHEET TITLE: '-0• 2'-O• 2'-O' GWB.PNT-1 PNT-1 T.O.TILE - PNT-1 MIRROR 90'X48' T.O.CASEWORK T-5.T-6 8T-7 N w/BeveLED EDGE INTERIOR ELVATIONS SS-1 COUNTER SS-1 STAINLESS Z T.O.TILE CLOTHES ROD / PLA W/MATCHING 4• COUNTER W/ STEEL TOILET T-5,T-6 8 -7 EMTEK BAR PULL SATIN BACKSPLASH MATCHING 4' SET COVER o - NICKEL OR BRUSHED ' FE BACKSPLASH�� RARA '�' TAINLESS STEEL OR T.O..O.COUNTER 3'-O' Y-0'AFF APPROVED EQUAL AND T.O.CR T.O.COUNTER 1 1/4'DIAMETER - HEAVY DUTY KEYED GWB,PNT-1 S.S.GRAB BAR 3'1' OLID SURFACE LOCKS W/SEPERATE KEY W/SNAP FLANGE N COUNTER.(SS-1) FOR EACH DOOR GWB,PNT-1 F F' 4'BACKSPLASH AND VALANCE ADJ.SHELVES VRB-2 ANGLED PLA VRB-2 ANGLED PL-1 ECESSED 4'VRB-2 COUNTER SUPPORT COUNTER SUPPORT SHOWER PAN RESTROOM 129 1 RESTROOM 129 R SLEEPER Q SLEEPER SLEEPER 16 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' 17 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-O' 1 ' SCALE:1/4'•1'-0' 1 SCALE:1/4'•1'-0 O SCALE:1/4'•1'-0' ON SHEET A-0.1 ON SHEET A-0.1 Pic PROJECT ARCHITECT: JENNIFER PEARSON DRAWN BY: Pic CHECKED BY: FEBRUARY 28, 2020 DATE 5\:ARCH\18\DRAWI NGS\18-261FLRBA COMPUTER FILE NAME I D - 2 . 0 + COPYRIGHT 2020 CAR-TTI ARCHITCCTS.PS. SURFACE MOUNTED AUTOMATIC PAPER 9O'W X 12'D X 9O'H TOWEL DISPENSER PL-1 UPPER CABINETS GWB. VANITY LIGHT PER PNT-1 ELEC. SCH-2 p 1,6fe PNT-1 ER GWB. GWB.GWB.PNT T-5,T-8 dT-7 GWB ;Y T.O.UPPER CAB. SATIN STAINLESS MIRROR 30'X48' SCH-2 PNT-1 -0'AFF ^^ T.O.COUNTS CH-2 ACCESSIBLE STEEL HOOK. W/BEVELED EDGE T-O'A.F.F. y, T-5.T-6 dT-7 —— —— HANDHELD =_�I ROUNDED CORNERS _ T.O.TILE T.O.TILE I ,I_ SHOWER HEAD -0 ;, TOP OF HOOK 0 - - 1 1/4'DIAMETER 5.5, SS¢COUNTERC.ARLETTI ARC611TECT$ f�•S. 89'A.F.F. STAINLESS BACKSPLASHN1_19 STEEL TOILET TILE i 18'VERT.GRAB BAR ' MM _ 1 �, SATIN STAINLESS SS-1 COUNTER AND SET COVER T.O.COUNTER n� -� T-5.T-8 dT-7 - ; STEEL HOOK. 4'BACKSPLASH AND 3'-0'AFF - 116 EAST FIR STREET ROUNDED CORNERS MATCHING VALANCE 1 1/4'DIAMETER SUITE A b TOP OF HOOK a O O 1B'W X 24'D X 36'H -in �n 98'-40'A.F.F. j�z ,q. N 5.5.GRAB BAR 1 1/4'DIAMETER a-- — PL-1 BASE CABINET N 3- T-2.T-9 dT-4 N N W/SNAP S.S.GRAB BAR u� c� MOUNT VERNON. WA. 98273 SS-1 COUNTER W/ W/HIDDEN WALL 1-1 11 FLANGE W/SNAP FINISHED FLOOR HIDDEN WALL SUPPORT SUPPORT FOR URINAL FLANGE 0'-0'AFF RECESSED COUNTERTOP TOILET PAPER DISPENSER ACCESSIBLE FLIP 3o-1 X 24'D X 98'H Phone: 360 424-5726 SHOWER PAN T-5.T-6 dT-7 UP SHOWER SEAT PL-1 BASE CABINET VRB-1 Fax: 360 424-5726 �SHIrOT ROOM 131 RESTROOM 131 AUNDRY 1321 RCCESSORY MOUNTING SCHEDULE SCALE 1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE 1/4'•1'-0' REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•1'-0'�5)1 O -0.1 ON SHEET A-0.1 ON SHEET A-0.1 ON SHEET A-0.1 GWB SOFFIT ABOVE 36'W X 12'D X 30'H 36'W X 12'D X 30'H UPPER CABINETS.PNT-1 PL-1 UPPER CABINETS PL-1 UPPER CABINETS 24'W X ITO X 15'H PLA UPPER CABINET 18'W X 24'D X ITH 36'W X 24'D X 12'H PLA UPPER CABINET OPEN SHELF FOR MICROWAVE EXTEND 18' DEEP.PLA SCRIBE TYP. 12'W X ITO X 90'H ANEW FIRE STATION FOR: PL-1 UPPER CABINET CITY OF ARLINGTON GWB T.O.UPPER CAB. GWB T.O.UPPER CAB. GWB SCH-2 SCH-2 GWB PNT-1 PNT-1 PNT-1 PNT-1 STATION $48 T-0'AFF T-0' T-5.T-6 dT-7 MIRROR 30'X48' ARLINGTON, WA 98223 SS-1 COUNTER _� _ T.O.TILE T-5.T-8 dT-7 W/BEVELED EDGE W/4'BACKSPLASH. l —SS-1 COUNTER W/ - ' ' ' FE 4'BACKSPLASH STAINLESS SOAP DISPENSER 1 1/4'DIAMETER S.S. STEEL TOILET o T.O.COUNTER _ _ PLA END PANEL T.O.COUNTER 18'VERT.GRAB BAR SET COVER T.O.COUNTS DW L-1 BASE CABINET SS-1 COUNTER AND CONTACT: z 1 1/4'DIAMETER 1 1/4'DIAMETER PLA BASE CABINET IF.O.I.C.) IF.O.LC N 90W X 24D X 34H S.S.GRAB BAR S.S.GRAB BAR 4'BACKSPLASH AND PAUL ELLIS FINISHED FLOOR E F FINISHED FLOOR W/SNAP W/SNAP MATCHING VALANCE 0'-0'AFF 0'-0' FLANGE FLANGE CAPITAL PROJECTS MANAGER 4 36'W X 24'D X 36'H ANAL PL-1 BASE CABINET 36W X 24'D X 98'H 3O'W X 24'D X 36'H PL-1 BASE CABINET ,� 3.0 SINK W/INSTA HOT/ 360-403-4603 W/HIDDEN WALL PL-1 BASE CABINET PLA BASE CABINET 12W X 24D X 34H GARBAGE DISPOSAL SUPPORT FOR �26LAUNDRY 134 VRB-1 LAUNDRY 134 W/SINK R BREAK 144 Q RESTROOM 143r-�7RESTROOM 143 COUNTERTOP SCALE:1/4'•1'.0' 2 7SCALE:1/4'•1'-O' v SCALE:1/4'•T-0' � REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'•I'-0' 0 REFER TO ACCESSORY MOUNTING SCHEDULE SCALE:1/4'4-0' ON SHEET A-0.1 ON SHEET A-0.1 SURFACE MOUNTED AUTOMATIC PAPER TOWEL DISPENSER GWB GWB PNT-1 PNT-1 18-261 GWB GWB PNT-1 PNT-1 T.O.MIRRORS T.O.MIRRORS SCH-2 PNT-4 / SCH-2 . . . . . . / T.O.TILE / " REVISIONS: T-5.T-6 dT-7 // fj " fj 5/20/20 PERMIT SUBMITTAL T.O.COUNTER MIRRORS \ MIRRORS \ 7/8/20 BID SET 55-1 COUNTER AND V A 2 Arr. 4'BACKSPLASH AND A A MATCHING VALANCE T-5.T-6 dT-7 \ PNT-4 VRB-1 PNT-4 VR5-1 �DNIROOM 143 RESTROOM 143 FITNESS 142 FITNESS 142 OT�AC)CESSORY MSCALE:1/4'•1'-O' 3 SCALE:1/4'•1'-O' .1 SHEET TITLE: INTERIOR ELVA71ONS SURFACE MOUNTED AUTOMATIC PAPER TOWEL DISPENSER GWB GWB PNT-1 PNT-1 OWB GWB PNT-1 PNT-1 T.O.MIRRORS T.O.MIRRORS GCH-2 PNT-4 / SCH-2 . ' IX/ T.O.TILE / / . . . / T-5,T-6 dT-7 // T.O.COUNTER MIRRORS MIRRORS \ \ SSA COUNTER AND V A A Pic 4 BAC NSG AS PROJECT ARCHITECT: VALANCE \ T-5.T-8 dT-7 H AND \\ \\ PNT-4 VRB-1 PNT-4 VRB-1 JENNIFER PEARSON DRAWN BY: RESTROOM 143 RESTROOM 143 FITNESS 142 FITNESS 142 Pic �r-�7 CHECKED BY: (��014EFER TO ACCESSORY MOUNTING SCHEDULE SCALE 1/4'•1'-O' 3 SCALE:1/4'•1'-0' 3 3 SCALE:1/4'•1'-0' " SCALE:1/4'•1'-0 FEBRUARY 28, 2020 SHEET A-0.1 DATE S\:ARCH\18\DRAWI NGS\18-261FLRBA COMPUTER FILE NAME ID ^ 2 - 1 + COPYRIGHT 2020 CARLETTI ARCHITECTS.P.S. ELECTRICAL LEGEND i ICsL NTIWI SWITCHING OUTLETS ANCILLARIES MISCELLANEOUS RECESSED TROFFER S LINE VOLTAGE SINGLE-POLE SWITCH 4= DUPLEX OUTLET 0 FIRE ALARM MANUAL PULL STATION BRANCH CIRCUIT,ABOVE GRADE,CONCEALED(OR SIMILAR qa (As•FIXTURE TYPE A CONTROLLED 5LANE5•NO OF CIRCUIT CONDUCTORS WHERE APPLICABLE) CA R L B T T I A R C H I T R C T S P.S. BY SWITCH Sa,TYPICAL.NL=NIGHTLIGHT) $� LINE VOLTAGE THREE-WAY SWITCH DOUBLE DUPLEX OUTLET ln:� FIRE ALARM HORN/STROBE,WALL MTD. arzhitedure,planning,iMenor design (15c6 UNLE55 NOTED OTHERWIBEI --------F— BRANCH CIRCUIT,ABOVE GRADE,EXPOSED(OR SIMILAR O LUMINAIRE,SURFACE MTD. 5b LINE VOLTAGE DIMMER SWITCH a-- MOTION CONTROLLED SWITCHED OUTLET SLASHES=NO.OF CIRCUIT CONDUCTOR5 WHERE APPLICABLE) 116 EAST FIR STREET FIRE ALARM STROBE,WALL MTD. ® LUMINAIRE,PENDANT MTD. LINE VOLTAGE TIMER 5WITCH cli_ DUPLEX OUTLET,CEILING MTD. (15cd UNLESS NOTED OTHERI HOMERIN TO LOCATION INDICATED,CONCEALED(TYPICAL) SUITE A -�— LUMINAIRE,WALL MTD. 5Mg MOTION SENSOR SWITCH 0--rfl DUPLEX OUTLET,GROUND FAULT INTERRUPTING FIRE ALARM HORN/STROBE,CEILING MTD, HOMEPoM TO LOCATION INDICATED,EXPOSED(TYPICAL) MOUNT VERNON, WA. 98273 (2) RECESSED DOWNLIGHT SUP UEAT14ERPROOF SWITCH DUPLEX OUTLET,WEATHERPROOF j''fy FIRE ALARM STROBE,CEILING MTD, BRANCH CIRCUIT,CONDUIT BODY Phone: 360 424-0394 Fax: 360 424-5726 LUMINAIRE,WALL MTD $ LOU)VOLTAGE 5WITC14 0 45, DUPLEX OUTLET,ELEVATION ABOVE FLOOR ® FIRE ALARM HEAT DETECTOR,FIXED TEMP. CONDUIT 5TU5-UP INTO CEILING SPACE OR I� TO CENTERLINE OF DEVICE INDICATED CNTO CABLE TRAY LUMINAIRE,WALL MID WITH EMERGENCY LIGHTING UNIT $p LOW VOLTAGE DIMMER 5WITC14 ® FIRE ALARM HEAT DETECTOR,RATE OF RISE ® RECEPTACLE WITH COTS DROP, I--I TELECOM WALL SLEEVE K ENGINEERS INC. LUMINAIRE,CEILING MTD ® PHOTO SENSOR CEILING MTD.(SEE PLANS FOR TYPE) 0 FIRE ALARM SMOKE DETECTOR — BELOW FLOOR/GRADE CONDUIT 208 Third Street O LUMINAIRE,PENDANT MTD (D"ov LIGHTING MOTION DETECTOR,LINE VOLTAGE Q FIR ALARM COMBINATION DETECTOR Lyndon, WA. 98264 FLOOR BOX OUTLET GROUND CABLE Bus. (360)354-4757 EMERGENCY LIGHTING UNIT,2 HEAD,WALL MTD ® LIGHTING MOTION DETECTOR CEILING MTD. C} FIR ALARM DUCT SMOKE DETECTOR FAX (360)354-6794 FLOOR BOX,FURNITURE FEED TYPE CABLE RUN'OPEN'IN ACCESSIBLE CEILING SPACE ® LIGHTED EXIT SIGN PP LIGHTING POUTER PACK ❑N FIR ALARM MONITOR MODULE (SLA5HE5=No.4 TYPE OF CABLES WHERE APPLICABLE) E❑ FLOOR BOX TELECOMMUNICATIONS OUTLET 46 R. DI ® LIGHTED EXIT SIGN(ARROWS SHOW ® LIGHTING ROOM CONTROLLER ® FIRE ALARM RELAY CABLE TRAY OR CABLE RACK 1p'pF-As A DIRECTIONAL INDICATION WHERE REQUIRED) ® WIRELESS ACCESS POINT OUTLET a�G 0 LIGHTING SYSTEM CONTROL STATION sD SMOKE/FIR DAMPER ��°' � COMBINATION LIGHTED EXIST SIGN 4 ® SPECIAL PURPOSE OUTLET ���-y-��I-� EMERGENCY LIGHTING UNIT,2 HEAD ® MOTION SENSOR CONTROLLED RECEPTACLE RELAY EF MOTORIZED DAMPER EFT TELECOMMUNICATIONS EQUIPMENT RACK ® SPECIAL PURPOSE CONNECTION L---NJ—�J--JU ® MAGNETIC DOOR HOLDER JUNCTION BOX °S C 2C TELECOMMUNICATIONS OUTLET,FLUSH MOUNTED WAP (2C=2 CABLES,TYPICAL) EOL END OF LINE RESISTOR ONAL (WAP=WIRELESS ACCESS POINT OUTLET) El PU5145UTTON OR CONTROL STATION Av AUDIO-VISUAL INPUT/OUTPUT STATION Q' DOOR CONTACT 5WITC14 [cg]FUT ACCESS CONTROL CARD READER(FUTURE) 0_31 EMERGENCY STOP BUTTON ANEW FIRE STATION FOR: FUT ACCESS CONTROL ELECTRIC STRIKE(FUTURE) CITY OF ARLINGTON ImoK SOLENOID SMOKEY POINT STATION ID MOTOR STARTER ARLINGTON, WA. 98223 mcI COMBINATION MOTOR STARTER aft QN DISCONNECT SWITCH ® PANELBOARD CONTACT: ® EXHAUST FAN PAUL ELLIS WP WEATHERPROOF CAPITAL PROJECTS MANAGER PUT FUTURE 360-403-4603 IO AVAILABLE FAULT CURRENT TAG ® EQUIPMENT TAG EF MECHANICAL EQUIPMENT TAG PROJECT NUMBER: 2046 REVISIONS: 7-8-20 BID SET u E Tfl � o m �w o� ,s FIRE ALARM BELL/ SWITCHES,FULL STATIONS, COUNTERTOP DUPLEX OUTLETS SHEET TITLE: EXIT LIGHT/EMERGENCY BATTERY PACK/CLOCK HORN5/5PEAKER/STROBE WALL MTD TELEPHONE OUTLETS TELECOM OUTLETS AN OUTLETS ELECTRICAL - DEVICE ELECTRICAL - TYPICAL DEVICE MOUNTING HEIGHTS MOUNTING DETAILS, LEGEND, CABLE CODES & INDEX CABLE CODES DRAWING INDEX CODE IFUNCTION DESCRIPTION COLOR NEC TYPE CABLE ROUTING SHEET DRAWINGTRLE E-0.1 ELECTRICAL-DEVICE MOUNTING DETAILS,LEGEND,CABLE CODES&INDEX CM VOICEIDATA SYSTEM HORIZONTAL CABLE CAT6A FOILED(UNSHIELDED TWISTED PAIRS(F/UTP) WHITE JACKET CMR OPEN&IN RACEWAY(SEE PLANS) E-0.2 ELECTRICAL-NOTES,MECH&KITCHEN SCHEDULES E-1.1 ELECTRICAL SITEPLAN A F.A.SYSTEM NOTIFICATION(HORN/STROBE)CIRCUIT 2 CONDUCTOR#14 AWG RED JACKET FPLR OPEN&IN RACEWAY(SEE PLANS) E-Z1 ELECTRICAL-FIRST FLOOR POWER PLAN Z F.A.SYSTEM ADDRESSABLE DEVICE LOOP 2 CONDUCTOR#18 AWG RED JACKET FPLR OPEN&IN RACEWAY(SEE PLANS) E-Z2 ELECTRICAL-FIRST FLOOR MECHANICAL CONNECTION PLAN X F.A.SYSTEM CONVENTIONAL ZONE LOOP 2 CONDUCTOR#18 AWG RED JACKET FPLR OPEN&IN RACEWAY(SEE PLANS) E-2.3 ELECTRICAL-MEZZANINE POWER PLAN D F.A.SYSTEM 24VDC POWER CIRCUIT 2 CONDUCTOR#14 AWG REDJACKET FPLR OPEN&IN RACEWAY SEE PLANS E-2.4 ELECTRICAL DETAILSQUIENTIN SUTTER C F.A.SYSTEM ANNUNCIATOR/COMMUNICATION CIRCUIT VARIES,PER MANUFACTURERS REQUIREMENTS RED JACKET FPLR OPEN&IN RACEWAY SEE PLANS E3.1 ELECTRICAL-FIRST FLOOR LIGHTING PLAN PROJECT ARCHITECT: E3.2 ELECTRICAL-APPARATUS BAY LIGHTING PLAN L LIGHTING CONTROL DEVICE CIRCUIT 3 CONDUCTOR#18 AWG BLUE JACKET CMR OPEN&IN RACEWAY(SEE PLANS) E3.3 ELECTRICAL-MEZZANINE LIGHTING PLAN K L LID LIGHTING CONTROL 0-10V DIMMING CIRCUIT 2 CONDUCTOR#18 AWG BLUE JACKET CMR OPEN&IN RACEWAY(SEE PLANS) E3.4 IELECTRICAL-LIGHTING DETAILS DRAWN BY LC LIGHTING CONTROL COMMUNICATION CIRCUIT VARIES,PER MANUFACTURERS REQUIREMENTS BLUE JACKET CMR OPEN&IN RACEWAY(SEE PLANS) E3.5 JELECTRICAL-LIGHTING FDOURE SCHEDULE E41 ELECTRICAL-FIRST FLOOR ANCILLARIES PLAN BD E4.2 ELECTRICAL-MEZZANINE ANCILLARIES PLAN CHECKED BY: E4.3 ELECTRICAL-ANCILLARIES DETAILS E5.1 ELECTRICAL FIRST FLOOR COMMUNICATIONS PLAN JULY 8. 2020 E5.2 ELECTRICAL-MEZZANINE COMMUNICATIONS PLAN DATE NOTES: E5.3 ELECTRICAL-COMMUNICATIONS DETAILS 1. ALL CABLING SHALL BE IN RACEWAYS,EXCEPT CABLES LISTED FOR THE PURPOSE MAY BE RUN OPEN IN ACCESSIBLE CEILING SPACES. E5.4 ELECTRICAL-COMMUNICATIONS DETAILS 2. CONFIRM CABLES WITH FIRE ALARM,SECURITY,AUDIONISUAL AND LIGHTING CONTROL SYSTEM PROVIDERS PRIOR TO INSTALLATION. E5.1 ELECTRICAL-POWER SYSTEM RISER DIAGRAM&PANEL SCHEDULES COMPUTER FILE NAME E5.2 ELECTRICAL-PANEL SCHEDULES E � 0 . 1 + COPYRIGHT 20IG CARL57TI ARCHITECTS.P.S. MECHANICAL EQUIPMENT SCHEDULE NOTES(APPLICABLE TO ALL ELECTRICAL DRAWINGS): NOTES(CONTINUED): 1. ALL SYSTEMS,EQUIPMENT,DEVICES,RACEWAYS,CABLES,ETC.INDICATEDARE 11. TELECOMMUNICATIONS CONDUITS SHALL BE PROVIDED WITH PULL ROPES BELOW ITEM DESCRIPTION VOLTS PH. HP KW UNIT MOTOR DISCONNECTING CONTROL CONNECTION PANEL- NOTES NEW UNLESS SPECIFICALLY NOTED AS EXISTING. GRADE AND PULL STRINGS ABOVE GRADE. EXISTING CONDUITS TO BE USED SHALL NO. FLA STARTER MEANS aRCUITNO. BE FISHED AND CLEANED PRIOR TO INSTALLATION OF CABLES. 2. THE ELECTRICAL WORK SHALL INCLUDE ALL WORK SHOWN ON THE DRAWINGS, AV-1 AIRVACUUM 115 1 W4 13.6 INTEGRAL TOGGLE SWITCH60OV 2P 20 SEE NOTES HARDWIRED SA-25 CONTROL PANEL BY MC.ACTUATED BY PHOTO EYE AND DOOR SWITCH DETAILS,DIAGRAMS,SCHE DULES,ETC.,AND AS DESCRIBED IN THE SPECIFICATIONS. 12. BELOW GRADE SERVICE&FEEDER CABLE SHALL BE I/C COPP ER(UNLESS AV-2 AIRVACUUM 115 1 3/4 13.6 INTEGRAL TOGGLE MITCH600V,2P,20A SEE NOTES HARDWIRED SA-2] CONTROL PANEL BY MC.ACTIVATED BY PHOTO EYE AND DOOR MITCH SPECIFICALLY NOTED OTHERWISE)WffH 600V TYPE USEIRHHIRHW INSULATION ,�+ (� AV-3 AIRVACUUM 115 1 3/4 13.6 INTEGRAL TOGGLE SWITCH BOON 2P 20 ,SEE NOTES HARD WIRED SA-29 CONTROL PANEL BY MC.ACTIVATED BY PHOTO EYE AND DOOR SWITCH CA R IL E T T I ARCHITECTS Ir I�eS e AV4 AIRVACUUM 115 1 34 13s INTEGRAL TOGGLE MITCH600V 2P 20A SEE NOTES HARD WIRED SA-31 CONTROL PANEL BY MC.ACTIVATED BY PHOTO EYE AND DOOR SWITCH 3. PLAN DRAWINGS DO NOT ATTEMPT TO SHOW COMPLETE DETAILS OR LIST EVERY ITEN EXCEPT TYPEXHHW MAY BE USED FOR BELOW GRADE FEEDER CABLES WHERE AV-5 AIRVACUUM 115 1 3A 13.6 INTEGRAL TOGGLE SWITCH(SWV,2P,20A SEE NOTES HARD WIRED SA-33 CONTROL PANEL BYMC.ACTIVATED By PHOTO EYE AND DOOR SWITCH OF THE ELECTRICAL SYSTEM,EQUIPMENT,OR BUILDING CONSTRUCTION;HOWEVER THE CABLE IS ROUTED BELOW THE BUILDING FLOOR SLAB FOR ITS ENTIRE LENGTH. architecture,planning,interior design DWI DUCTHEATER 208 3 3.0 NONE INTEGRAL BYMC HARD WIRED NC1-1 3 5 THE ROUTING OF RACEWAYS AND CIRCUITS,THE LOCATIONS OF EQUIPMENT,DEVICE: DW2 DUCTHEATER 208 3 3.0 NONE INTEGRAL BY MC HARDWIRED NCI-7911 AND FXTURES REPRESENT THE DESIRED FINISHED ARRANGEMENT. 13. BRANCH CIRCUIT CABLES,EQUIPMENT GROUND CABLES AND ABOVE GRADE 116 EAST FIR STREET D1+3 DUCTHEATER 208 2 3.0 1 NE INTEGRAL BYMC HARDWIRED NCI-131517 I FEEDER CABLES SHALL BE 1IC COPPER#12 AWG UNLESS NOTED OTHERWISE, SUITE A DOAS-I ENERGY RECOVERYVENTILATOR 208 1 3A INTEGRAL TOGGLE SWITCH BOON 2P 20 TIMER HARD WIRED NCI-19 21 4. OBTAIN APPROVAL FROM ARCHITECT&ENGINEER PRIOR TO PROCEEDING WITH WITH 600V TYPE XHHW OR THHN/THWN INSULATION. MOUNT VERNON, WA. 98273 DOAS2 ENERGY RECOVERYVENTILATOR 208 1 3A INTEGRAL TOGGLE SWITCH 60OV 2P 20 TIMER HARD WIRED NC7-23 25 ALTERNATE CONDUIT ROUTES. DOAS3 ENERGVRECOVERYVENTILATOR W8 1 1.7 INTEGRAL TOGGLESWITCH600V,2P,20A WIRED HARD WED NCi-2]295 14. IN ADDITION TO THE CIRCUIT CONDUCTORS INDICATED,CONTRACTOR SHRILL PROVIDE Phone. �360) 424-0394 33 EF-1 EXHAUSTFAN 120 1 0.0 NONE TOGGLE MITCH600V 1P 20A TSWIREDTAT HARD WED NB14 5. DE TAIL DRAWINGS SHALL BE CONSIDERED APPLICABLE TO ALL PLAN DRAWINGS AN EQUIPMENT GROUND CABLE(SIZED THE SAME AS THE LARGEST CIRCUIT Fax. ID) 424-5726 EF-2 NOTUSED AND SIMILAR CONDITIONS EVEN IF THE DETAILS ARE NOT SPECIFICALLY REFERENCED CONDUCTOR UNLESS SPECIFICALLY NOTED OTHERWISE)WITHIN EACH RACEWAY EF-3 EXHAUSTFAN 120 1 0.047 NONE TOGGLE SWITCH 60OV 1P 20A TIMER HARDWIRED SB244 WITH THE CIRCUIT CONDUCTORS. EF4 EXHAUSTFAN 120 1 0.061 NONE TOGGLE SCORCH 600V,1P,'A TIMER HARD WIRED 58244 6. RACEWAYS AND CABLES THROUGHOUT THE FACILITY SHALL BE RUN CONCEALED IN EFL EXHAUSTFAN FAN 120 1 0.006 NONE TOGGLE SWITCH 60OV,1P,20 TIMER HARD WIRED SB244 THE WALLS,ABOVE THE CEILING OR BELOW THE FLOOR WHERE POSSIBLE,EXCEPT, 15. PIGTAIL DROPS TO APPARATUS SHALL BE 2/C+GND#12 AWG TYPE SO CABLE WITH R141 KffCHEN EXHAUST Il00D 120 t 3.0 NONE TOGGLESWRCH600V1P20A SWITCH HARDWIRED 582-22 NTERLOCKWITHMAKEUPAIRDAMPER EXPOSE DWITHIN UTILITY 8 OTHER NON-PUBLIC SPACES.WITHIN PUBLIOSPACES, PLUGS,RECEPTACLES,ETC AS REQUIRED&SUPPORT GRIPS AT BOTH ENDS.N K ENGINEERS INC. EH-I ELECTRIC HEATER 120 1 0.5 NONE CIRCUIT BREAKER IN PANEL TSTAT HARD WIRED SA-26 WHERE DUE TO THE BUILDINGS CONSTRUCTION,IT IS NOT POSSIBLE TO ROUTE ADDITION EACH PIG TAIL SHALL HAVE A SEPARATE 17'BREAK-A-WAY(MALE-FEMALE 208 Third Street EH-2 ELECTRIC HEATER 12o t 0.5 NONE CIRCUIT BREAKER IN PANEL TSTAT HARD WIRED NB1-z RACEWAYS&CABLES CONCEALED,RACEWAYS MAY BE RUN EXPOSED. (EXPOSED SHOT EXTENSION)ON THE USER END OF EACH DROP.WHEN HANGING FREE,EACH Lyndon, WA. 98264 EH-3 ELECTRIC HEATER 120 1 0.5 NONE CIRCUIT BREAKER IN PANEL TSTAT HARD WIRED NBi-2 Bus. WIRED 354-4757 EH-4 NOT USED CABLES ARE NOT ALLOWED EXCEPT IN TELECOMMUNICATIONS ROOMS.)EXPOSED DROP SHALL BE NOT LESS THAN 1"&NOT MORE THAN 2"ABOVE FINISHED FLOOR. FAX �360; 354-6794 EH-5 ELECTRIC HEATER 120 1 0.5 NONE CIRCUIT BREAKER IN PANEL TSTAT HARD WED NC1-35 RACEWAYS SHALL BE RUN AS NEATLY&UNOBTRUSIVELY AS POSSIBLE,SUPPORTED VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. EH6 ELECTRIC HEATER 120 1 0.75 NONE CIRCUIT BREAKER IN PANEL TSTAT HARD WIRED NC1-37 AS REQUIRED,PARALLEL OR AT RIGHT ANGLES TO CEILINGS,WALLS&STRUCTURAL EH-7 ELECTRIC HEATER 120 t 5 NONE CIRCUIT BREAKER IN PANEL TSTAT HARD WIRED NC1-37 MEMBERS. 16. AUDIO-VIDEO SYSTEM RACEWAYS,CONDUITS,BOXES,ETC.SHALL BE SUITABLY EH-8 ELECTRIC HEATER 120 1 1.1.5 NONE CIRCUIT BREAKER IN PANEL TSTAT HARD WED NC1-3 EH-9 ELECTRIC HEATER 120 1 1.5 NONE CIRCUIT BREAKER N PANEL TSTAT HARD WIRED NCIAI GROUNDED. PROVIDE A SEPARATE GROUND CABLE FROM THE POWER BRANCH R. . DI 7. RACEWAYS SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: CIRCUIT EQUIPMENT GROUNDING CONDUCTOR WHICH SERVES THE AUgO-VIDEO y of As A� CLL2 HEAT PUMP OUTDOOR UNIT 208 1 25.0 INTEGRAL DISCONNECT SCORCH ESWTCH 60OV,3NEMA 3R NOTLFUSED BYMC HARD WIRED SA-28.30 V R C�Q HP-1 HEAT PUMP INDOOR UNIT TOGGLE SWITCH 600V 3P 20 INDOOR UNIT FED FROM OUTDOOR UNIT EQUIPMENT AND BOND THE RACEWAY SYSTEM ATAN AUDIO-VIDEO PULL BOX 4 � A. INTERIOR ACCESSIBLE CONCEALED SPACES-ELECTRICAL METALLIC TUBING GROUNDING CONDUCTORS SHALL BE PROVIDED TO BOND PHYSICALLY ISOLATED Cut OUTDOOR CONDENSING UNIT 208 3 45.0 INTEGRAL DISCONNECT SWITCH24OV,SOA,3P,3W,NEW 3R,FUSIBLE WITH 60A BYMC HARDWIRED SA-44,46,48 (EMT)WITH FLEXIBLE METAL CONDUIT(FLEX)FOR FINAL CONNECTIONS TO SECTIONS OF THE RACEWAY SYSTEM. VIBRATING EQUIPMENT. BG1 BRANCH CONTROLLER 208 1 0.2 NONE TOGGLE SCORCH 600V 2' 20A BY MC HARD CORED 5B246 98 W4 SBC7 BRANCH CONTROLLER 208 1 0.2 NONE TOGGLESWRCH 60OV2P 20 BYMC HARD WIRED SB24648 17. SEE ELECTRICAL SPECIFICATION FOR SYSTEMS CABLE TYPES. OA ISTe6E°.��`T' S8246 48 B. INTERIOR NON-ACCESSIBLE CONCEALED SPACES-FLEXIBLE METAL CONDUIT S'r/ONALO FG1 INDOOR FAN COL UNIT me 1 024 INGEGRAL TOGGLE SWITCH 600V 2P 20A BY MC HARD WIRED SB246 48 (FLE)Q MAY BE"FISHED'FROM ONE POINT OF CONNECTION TO ANOTHER. 18. ALL WIRING SHALL BE ENCLOSED WITHIN THE RACEWAY SYSTEM,EXCEPT, FC-2 INDOOR FAN COL UNIT 208 1 1.45 INGEGRAL TOGGLE SWITCH 60OV 2P 20 BYMC HARD WIRED S824648 FC-3 IN FAN COL UNIT 208 1 028 INGEGRAL TOGGLE SWITCH60OV 2P 20A BYMC HARD WIRED SB24648 TELECOMMUNICATIONS,FIRE ALARM,ACCESS CONTROL AND CLASS LOW VOLTAGE FC4 NOT USED C. INTERIOR,EXPOSED IN TELECOM ROOMS,UTILITY ROOMS&OTHER NON-PUBLIC CABLING MAY BE BUNDLED TOGETHER AND SUPPORTED OPEN IN ACCESSIBLE FCL INDOOR FAN COL UNIT 208 1 156 INGEGRAL TOGGLE SWITCH 60OV 2P 20 BYMC HARD WIRED sez4s 4a SPACES-ELECTRICAL METALLIC TUBING(EMT). CEILING SPACES. EACH SYSTEMS CABLES SHALL BE BUNDLED AND MANAGED FCS NDOORFAN COLUNIT me 1 024 INGEGRAL TOGGLE SWITCH 60OV,2P,20A R BYMC HARD SB246,98 A NEW FIRE STATION FOR. FC-7 INDOOR FAN COL UNIT 208 1 024 INGEGRAL TOGGLE SWITCH 600V 2P 20A BYMC I HARD WIRED SB246 48 I SEPARATELY FROM OTHER SYSTEMS CABLES. FC-8 INDOOR FAN COL UNIT 208 t 024 INGEGRAL TOGGLE MITCH60OV2P20A BYMC HARDWIRED SB24648 D. EXTERIOR ABOVE GRADE-GALVANIZED RIG IDSTEEL CONDUIT(GRS). CITY OF ARLINGTON FC9 INDOOR FAN COL UNIT 208 1 024 INGEGRAL TOGGLE MITCH600V 2P 20A BYMC HARDWIRED SB24648 19. FLOOR WALL AND CEILING PENETRATIONS BY OPEN CABLES WILL NOT BE ALLOWED. SMOKEY POINT STATION FC-10 INDOOR FAN COL UNIT 208 1 024 INGEGRAL TOGGLE SWITCH60OV 2P 20 BYMC HARD CORED 5824648 E. EXTERIOR BELOW GRADE-POLYVINYL CHLORIDE CONDUIT PV FCI1 INDOOR FAN COL UNIT 208 t 024 INGEGRAL TOGGLE SWITCH600V2P20A BYMC HARDWRED S824648 ( C),EXCEPT PROVIDE CONDUIT SLEEVES WHERE OPEN CABLES PASS THROUGH WALLS, ARLINGTON, WA. 98223 FC-12 INDOOR FAN COL UNIT 208 1 024 INGEGRAL TOGGLE SWITCH I60OV.2P 20A BYMC HARD WIRED SB248 48 CONDUIT ELBOWS FOR SIZE 2 INCH AND LARGER SHALL BE TYPE DRAFTSTOPS,CEILINGS,FLOORS,ETC. FC-13 INDOOR FAN COL UNIT 208 1 1.05 INGEGRAL TOGGLE SWITCH 600V 2P 20 BYMC HARD WIRED S824648 RTRC(FIBERGLASS). FC14 INDOOR FAN Co.UNIT me 1 024 INGEGRAL TOGGLE SWITCH60OV,2P,20A BV MC HARDWIRED SB246,98 20. PROTECT"OPEN'CABLE WIRING FROM ROUGH AND/OR SHARP EDGES ON FC-15 INDOOR FAN COL UNIT 208 1 028 INGEGRAL TOGGLE SWITCH I60OV.2P 20A BYMC HARDWIRED SB24648 FC-16 NOTUSED F. METAL CLAD(MC)CABLE SHALL NOT BE PERMITTED,EXCEPT FOR FDCURE SUPPORTS,STRUCTURAL MEMBERS,ETC.AS REQUIRED DURING INSTALLATION. FC17 INDOOR FAN COL UNIT 208 1 024 INGEGRAL TOGGLE MITCH60OV,2P,20A BYMC HARDWIRED SB246,48 WHIPS CONCEALED IN ACCESSIBLE CEILING SPACES. FC-18 INDOOR FAN COL UNIT 208 1 024 INGEGRAL TOGGLE SWITCH 600V 2P 20A BYMC HARD WIRED SB248 48 21. VERIFY ALL EQUIPMENT,DEVICE,ETC.LOCATIONS WITH THE ARCHITECT PRIOR TO FC19 INDOOR FAN COL UNIT 208 t 0.50 INGEGRAL TOGGLE SWITCH 60UV 2P 20A BYMC HARD CORED 58246 48 FC2M INDOOR FAN COL UNIT 208 1 050 INGEGRAL TOGGLE SWITCH600V2P20A By HARD ESB2�,8 ROUGH-IN. SEEMECFHANIG4LDRAWINIGSFORLOCATIONOFMECHANICAL CONTACTFC-20B NDOOR FAN COL UNIT 208 1 050 INGEGRAL TOGGLE SWITCH 60OV 2P 20 BY Mc HARD WRED 8 8. RACEWAYS SHALL BE SIZED SO THAT THE CABLE FILL DOES NOT EXCEED 40%, EQUIPMENT,ARCHITECTURAL DRAWINGS FOR SPECIALTY EQUIPMENT,CASEWORK, PAUL ELLIS EXCEPT,MINIMUM CONDUIT SIZES SHALL BE AS FOLLOWS,UNLESS NOTED ETC.THE OWNER RESERVES THE RIGHT TO RELOCATE OUTLETS,ETC.WITHIN 10 OF GASUNRHEATER 120 1 33 NONE TOGGLE SWITCH BOOV iP 2A TSTAT HARDWIRED CAPITAL PROJECTS MANAGER GAS UNIT HEATER 72o t 3.3 NONE TOGGLE SWITCH BOON 1P z0 rsrnr HARD WIRED OTHERWISE: THE LOCATION INDICATED,PROR TO INSTALLATION,WITHOUT INCREASE IN COST. 360-403-4603 1 GASWATERHEATER 120 1 I.o NONE TOGGLE SWITCH BOON 1P 20A INTEGRAL HARD WIRED A. 3/4"-BRANCH CIRCUITS AND SYSTEM RACEWAYS,EXCEPT AS NOTED BELOW 22. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE MOUNTING HEIGHT FOR cP-1CRCULATIONPUMP 120 1 1.5 NONE TOGGLESWITCH 6OOV 1P20A TIMER HARD WRED ALL WALL MOUNTED AND PENDANT MOUNTED LIGHTING FIXTURES PRIOR TO B. 1/2"-RUNS WITH#12 AWG OR SMALLER CIRCUIT CABLE TERMINATING IN A ROUGH-IN. NOTES SINGLE DEVICE. (1) MC=MECHANICAL CONTRACTOR,EC ELECTRICAL CONTRACTOR 23. SEE ARCHITECTURAL SPEC SECTIONS(E.G.DOOR HARDWARE,APPLIANCES,DOORS, C. 1/2"-CONDUIT STUBS FROM ACCESSIBLE CEILING SPACES DOWN TO A SINGLE ETC.),ENTIRE DIVISION 11-EQUIPMENT,&ENTIRE DIVISION 22-PLUMBING, FIRE ALARM DEVICE(PULL STATION,HORN/STROBE,ETC.)OR SINGLE PUBLIC DIVISION 23-HVAC FOR ADDITIONAL REQUIREMENTS,FURTHER CLARIFICATIONS, . ADDRESS DEVICE(MICROPHONE,SPEAKER,ETC.)OR SINGLE AUDIO VISUAL ETC.OF EQUIPMENT ELECTRICAL REQUIREMENTS. PROJECT NUMBER 2046 SYSTEM SPEAKER LOCATIONS. 24. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE FIRE RESISTIVE RATINGS D. 1"-UNDERGROUNDCONDUITS. FOR WALLS,PARTITIONS AND OTHER BUILDING STRUCTURES. INSTALLATIONOF REVISIONS. SYSTEM COMPONENTS AND RACEWAYS MUST MAINTAIN THE FIRE RESISTIVE E. 1"-TELECOMMUNICATIONS RACEWAYS TERMINATING IN A SINGLE DEVICE. RATING OF THE BUILDING. 7-8-20 BID SET F. 1 1/4"-TELECOMMUNICATIONS RACEWAYS SERVING TWO DEVICE LOCATIONS 25. POWER,FIRE ALARM,SECURITY&TELECOMMUNICATIONS SYSTEMS INTERRUPTIONS (WHETHER TO THE ENTIRE SYSTEM OR TO INDIVIDUAL PANELS,EQUIPMENT,ROOMS, G. 1 1/4"-AUDIO VISUAL SYSTEM PROJECTORS&INPUT DEVICE LOCATIONS. DEVICES,ETC.)SHALL BE KEPT TO AN ABSOLUTE MINIMUM,AND SHALL NOT BE KITCHEN EQUIPMENT SCHEDULE DONE WITHOUT PRIOR APPROVAL&SCHEDULING WITH THE ARCHITECT MINIMUM OF 14 DAYS IN ADVANCE AND CONFIRMED 48 HOURS IN ADVANCE. 9. DEVICE BOX SIZES SHALL BE SIZED IN ACCORDANCE WITH NEC FOR BOX FILL,EXCEPT REM CITY. DESCRIPTION VOLTS PH. UNIT KW CONNECTION ROUGH-IN NOTES MINIMUM SHALL BE AS FOLLOWS,UNLESS SPECIFICALLY NOTED OTHERWISE: 26. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY AIR SUPPLY NO. FLA ELEVATION VENT OR ANY FLUORESCENT LIGHTING BALLAST REGARDLESS OF THE LOCATION A. POWER&LIGHTING-4"x 4"x 1 1/2" INDICATED ON THE DRAWINGS. 1 1 GAS OVEN 120 1 2.0 CORD AND PLUG EMA 5-20 6" 2 1 HOOD 120 1 1.5 HARD WIRED VERIFY B. TELECOMMUNICATIONS-411/16"x 4 11116'x 2 1/9' 27. FIRE ALARM&SECURITY WIRING SHALL RUN FROM DEVICE TO DEVICE WITHOUT 3 2 DISHWASHER 120 1 1.200 HARD WIRED AT FLOOR SPLICES OR TAPS.AT fA(7-I BOX THE INCOMMING PAIR OF THE INTELLIGENT LOOP 4 3 RE MICROWAVE 120 1 1.200 CORD AND PLUG EMA 5-20 77' C. AUDIONIDEO-5"x 5"x 2 7/8" CONDUCTORS SHALL BE IDENTIFIED WITH A SINGLE WRAP OF RED COLORED 5 4 REFRIGERATOR 120 1 9.8 CORD AND PLUG NEMA 5-20 45" e 2 DISPOSAL 120 1 7.2 CORD AND PLUG EMA S20 1B. ELECTRICAL TAPE."T'TAPS SHALL NOT BE INSTALLED WffHCL1T SPECIFIC APPROVAL 7 2 INSTAHOT 120 1 0.750 CORD AND PLUG EMA 5-20 18" D. FIRE ALARM,ACCESS CONTROL,SECURITY,PAGING,ANCILLARY,ETC. FROM THE ENGINEER e 1 lNQT USED I I I I I I I SYSTEMS SHALL BE IN ACOORDANCE WITH THE MANUFACTURERS 9 NOT USED I I REQUIREMENTS. 28. LABELING&NAMEPLATES : A. OUTLETS SHALL BE LABELED WITH THE PANEL ANDGIRCUR NUMBER FROM SHEET TITLE: 10. DEVICE MOUNTING HEIGHTS SHALL BE AS FOLLOWS,UNLESS SPECIFICALLY NOTED WHICH ITS FED. LABELS SHALL BE HEAVY DUTY ADHESIVE TYPE,(-EAR OTHERWISE. MOUNTING HEIGHTS SHOWN ON THE DRAWINGS ARE TO THE CENTER TAPE WITH BLACK LETTERING,MADE WITH A LABEL PRINTING DEVICE. ELECTRICAL - NOTES, OF THE BACK BOX FROM THE INTERIOR FINISHED FLOOR. B. JUNCTION BOXES SHALL BE LABELED WITH THE PANEL AND CIRCUIT NUMBER MECHANICAL & KITCHEN MISCELLANEOUS EQUIPMENT SCHEDULE A. POWER TELECOMMUNICATIONS,AUDIONIDEO,ETC.RECEPTACLES-18" CONTAINEDWITHIN. MARKING SHALL BE LEGIBLY HANDWRITTEN WITH BLACK INDELIBLE MARKER. EQUIPMENT SCHEDULES B. LIGHTING SWITCHES,CONTROL STATIONS,ETC.-46' REM OTY. DESCRIPTION VOLTS PH. UNIT KW CONNECTION ROUGH4N NOTES C. REFER TO SPECIFICATIONS FOR PANELS,DISCONNECT SWITCHES,STARTERS, NO. FLA ELEVATION C. DEVICES ABOVE COUNTERS-4"ABOVE BACKSPLASH. ETC.NAMEPLATES AND LABELING. D. FIRE ALARM PULL STATIONS-46" 10 1 EXTRACTOR 208 3 6.2 HARD WIRED 11 1 GEAR DRYER CABNETGAS 120 1 9.3 HARDWIRED E. FIRE ALARM NOTIFICATION APPLIANCES-90" 12 1 CLOTHES DRYER 208 1 4.500 CORD AND PLUG EMA 1430 46' PROVIDE CORD END 13 1 CLOTHES WASHER 120 1 1.500 CORD AND PLUG EMA 5-20 Z. PROVIDE CORD END F. TACIT&EMERGENCY LIGHTS-100" 14 NOTUSED 15 NOTUSED 16 1 SCBA COMPRESSOR 208 3 32.2 HARD WIRED 46' PROVIDE DISCONNECT SWITCH(208V,BOA,3P,M,,NEMA 1,NON-FUSED) 17 NOTUSED 18 1 INOTUSED U[EN IN BUTTER PROJECT ARCHITECT. KL DRAWN BY BD CHECKED BY. JULY 8, 2020 DATE COMPUTER FILE NAME E � 0 - 2 + COPYRIGHT 2010 CARLETTT ARCHITECTS.PS. I CARLETTI ARCHITECTS P.S. architecture,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 .' Phone: 360 424-0394\ \ Fax: 360 424-5726 394 \ K ENGINEERS INC. 208 Third Street Lynden, WA. 98264 Bus. (360) 354-4757 \ ( %��j j"-., �— \ `\• �\,\, FAX 360) 354-6794 rAL / / \ \, \ t\• \ \ ti Of NAS A ��� / / A�y A\ \• �\ �� A NEW FIRE STATION FOR:\ CITY OF ARLINGTON SMOKEY POINT STATION ��� ` \ y�•A ARLINGTON, WA. 98223 O v` I^I (w GND �\ °\ \a\ \ \\ CONTACT: PVC(4 IOAUG PAUL ELLIS 1 10AMGND) FF `♦ \ \ \ i .\ j CAPITAL PROJECTS MANAGER \ n o \• \ \\ j 360-403-4603 /P ---------- -- \ TELEP TE VIS • ° \ \, \ / \° �/ •\• / / ♦♦♦♦ ° A ♦�v A \'\\'\ ;v j PROJECT NUMBER: 2046 ( °�% •` P PVC(2 10 AM // ♦� °I PVC(a'rle AL* f \ FF 1'I0AMCND) ///. B ` I I�AWGGND) \, \`\ \ REVISIONS: LED LUMINAIRE ° \♦� \ $ \ \ \ 7-8-20 BID SET WESTMIiAST PVC(GO,TELEPHONE II,TILI1Y) ` • ,CONNE i \• s\ \ 1\® / // 1'PVC(CD,TELfVlSlg9 UTILITY) ° \\ \ \• v CHA ING STAi H %/' / y W M v �\ \ (TYPICAL FOR 6) A // / / • 'P°VG(GO.FIBER OPTIC UTJLITY)e` �♦ a D. \, \ \ a\ { a D.S.\x/ / • \ / \ '\\ °\ \ oV ♦\v FUTFV U( Ev C I �j / a •��� \• A A A\ \.\�v STRAIGHT.ROUND I ®\ ��\ //' // ra. • ' • s \ \� '\\\• ALUMINUM POLE 'P (4^10' W \♦ p •// 4'�Pv6(PIID PRIMARY) .I'1AM10 A GND) ♦ G � ®\ D.S. / \ E 25, •51° • / a ♦\"�\ / SHEET TITLE: o\ \\ '♦���\\♦♦ ��/ � I I ELECTRICAL \ ♦���� ♦ / 4 e j j�/� /°/ SITE PLAN ♦\♦\� D.S. \\♦ D.S. WATERPROOF \ ♦♦\\ • a / / I , FUSEFIOLDERS �\♦`\ - / { . WITH FUSES HANDNOLERZIPADMOUNT ®\ °�`� •D.S. // I j `� SITE LIGHT COVER "\®\ "�v♦` • �/ OCAIION 10 HANDHOLE ` /v ` BE VERIFIED) E TYPICAL 24' ^ (48'LOW.,SUPPLIED BY CONTRACTOR ®\ `\♦ 1 /// / 11PI(TYPICAL) _ TO MANUFACTURER FOR PRECAST .I 0 Pvc 5'-0' d POLE LIGHT BASE) ®\ `�— b W -4 • //� 3- VC(EACH WITH QUIENTIN SUTTER PRECAST CONCRETE POLE LIGHT BASE /� 4fKCMIU I I - DS• • ♦ • ` PROJECT ARCHITECT: A♦\\\ 24' KL♦� ♦ � 1/ I I DRAWN BY: :�C(2-14AM) I II BD DETAIL PAWING LOT POLE,BASE 4 LUMINAIRE > e/P �POST INDICATOR VALVE � CHECKED BY SCALDATE 8. 2020 Are I COMPUTER FILE NAME i �> ELECTRICAL - SITE PLAN SCALE- 1'=20'-0' COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. I CARn.IFTTI ARCHITECTS P.S. arohitedure,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (3601 424-0394 Fax: (360) 424-5726 K ENGINEERS INC. 208 Third Street Lyndsn, WA. 98264 1 9 2.9 4 6 7.1 8 9 Bus. (360)354-4757 FAX (360)354-6794 1p of WA°I d ° I ° O ,o,.is 44J94 ^I�R'�j Q �SSIONALplr �I -��-- ---�---- ---- --- --I-- A ——— a A-----T----------t------------------------------ II 1---------------------� a p PCO ERE D T AT 0 Q DAY ROOM A NEW FIRE STATION FOR: xlsnNG o a 20 CITY OF ARLINGTON N/ d MTE A um9 SMOKEY POINT STATION (FUPoJIS D BY O ER, C.T. C OSU - INSTALL Br CONTRACTOR) a a ARLINGTON, WA. 98223 I'EMi(3"6 AlW Q (VIA ITCHINCTOR) /�, y _--- _______ 1WP L-IR a 4 1"8 AW i GND) CT�) Lfl, t _ _—_— ---1- C#I s - UP , _J NBI-1,3 ELEC- 16 HOSE ROOM/ O I ROOM • STORAGE '46' .46' E a UP TO SL PER SLE ER SLE PE SL ER SLE PE aLEE ER Q RISER/ 1p2 2'EMT(4•I/O AwG WORK SH S ORAGE 1 3 1 5 6 CONTACT: MECH P'WJSCBAE�EBN 104 • "6 AW'a GND) COMPREa R 1p5 PANELIl, 2�i1 EMT(4"2 0 KCMI ROOy I MAIN " ROOM NA-0,22,24 105 NCI DINING n® PAUL ELLIS d .I"4 AIWG J J I I n I wP ° — AN A 14 CAPITAL PROJECTS MANAGER C 13 1 14 3 36 360-403-4603 5A-14FE I'@'EMT(4'3 A U�TO 5BI-26,28,30,32,34,36 a GFI H$A-3, GFI GFI . •8 ) EL$B HALL 4 15,Il,32 16,18 HA NCI-20,22,24 GFI 107 - AUTOMATIC TRANSFER SWITCH SEE DETAIL, GFI 32 GFI DRAWING E-2.4 I qW FE 3® RR R ® RR 3 FFIC 130 131 Cfl 132 2 T, KITCHEN ❑° 5EE E I , 3 4 27 PROJECT NUMBER: 2046 o I 11a DRA I G -2.4 0 13 12 0 �I GEARER "1 REVISIONS I-5I1 1-34,36,3,140 PANTRY .46' 0 - I 13s •1m : a 1 8 10e -6,I0,12,14,I6 2 Sa246 d 11 I A34RY 6 m6 26 7-8-20 BID SET 1 HALL ON 12' i AN 136 GFI OVERHEAD DOOR HALL v rill CONTROL PANEL 10B HALL 20,22,I6, HALL 14255 PA TO °1 117 20,22,24 141 1 141 APPARATUS BAYS ] 16 2 4 100 I 8 1 Lb-20R � c of EPORT ENTRY I I R � ------ I d DECON IBRARY 115 OFFIC a 14 �2 0 FICE 22 I FE 111 11 16 OF ICE 41,413,5I,53 1 I4 l3s 2 1 24 GFI 12 1 20 OFFI 4 1 L5-20R Im NC2 140 1 FI G 16 II 12, I6 _ __ 6 2 RR L5-20R 15-20R g y I - 143 2 m T------------�—� STIBUL \L C m RR NC 114 1 2 Q 112 P CE • GF1 GFI n5 FOUNTAIN 6 5EE DETAIL, G � I SHEET TITLE: F (VERIFY 6 DRAWING E-2.4 53 .SENSING EDGE ENTREc 1LP a ELECTRICAL - d ° OVERHEAD DOOR -- a. d GF GFI F oPER 7 T I NG R ) FIRST FLOOR (TYPICAL) 145 ® ® A -� 40 SENSING EDGE s 111 11 SENSING EDG Il ll• ° 2G - T --- _______ —_— POWER PLAN 5EN91PoGE E --� d d 4 III FLAT a d -r --------- �r � d° a d ! D a o - d. a 4 L _+— — -a 4 il _ J a a - QUIENTIN SUTTER a d dQ a 4 -- a a - a PROJECT ARCHITECT: a d F-4'] d a ° d. KL d DRAWN BY: 4 1 a d 2 a 3 5 6 7 8 9 BD CHECKED BY: JULY 8, 2020 DATE COMPUTER FILE NAME , 1 ELECTRICAL - FIRST FLOOR POWER PLAN J SCALE= 1/8'=1'-O' — 2 . 1 COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. CARLLTTI ARCH VT[ECT3 P.S. architecture,planning,intedor design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone RO6 424-0394 Fax: I360 424-5726 K ENGINEERS INC. 208 Third Street Lyndon, WA. 98264 1 1.9 2.9 4 6 7.1 8 9 Bus. (360))354-4757 FAX (360)354-6794 v��aF WA a °r A� G 4 I 4 i i p Q - � I59�� �SSlONAL F1�G1 ---�_--- ---- A — A—I-------------------- ANEW FIRE STATION FOR: a 4 a Q PATIO CITY OF ARLINGTON a d ,ENT(3.4AX i SMOKEY POINT STATION G.T..1. Naosu 1•a Aue eND) A I T A. 98223 _ RL NG ON W -46, 8 .q J Q �- -- _------ 5 44,46,4s t t MECH TO INDOOR UNIT ROOM ROOM PU AN 2 HP-I IN ROOM 200 EMS SL EP EE R EEP R LE ER EE R Ep R Q Q 101 102 A STORAGE 121 12 12 1 12 126 0 Ef P HOSE ROOM/ 108 DI ING CONTACT: 'A A I 4 NBI-2 STORAGE WORK SHOP d AUi ATI J $WITOH f FU N 104 COMPRESSOR H PAUL ELLIS -- ----I: 4 eu P EL 5 O 1os b CAPITAL PROJECTS MANAGER C HALL 360-403-4603 SA 2e, qAIF E 1-35 - a HALL I Q 3 107 5 41 I CL AN R OL 13 A C � uH a C.2 2 T ti U KI CHE E `-I\I $A 31, 11a [iJt ORR RR P p (VI A P v cP toj OFPROJECT NUMBER 2046 ,II 13 �I - BUNKER PANTRY GEAR 136 134 REVISIQNS: 4 3 L 31 29 2l L 25 1 - 15 2 25 7-8-20 BID SET 5 < 3 36 P I HA d 108 C- HA L D FI NESS 117 S,I1,13,15,I PA 41 PA ATU B S 14 142 Q OR - -- - EF RAR 0 14 4 116 1 B OF IC FIE 0 IL - 4 P DECON �` O � 111 FE ! j E RR _ - 3 14B CE � TI UL 4 H 4 16 le •18 (1 III / SWI CH R.R. 0 5 1 OA 2,BR AK H AMr N 1TT 6 e e 2 113 ® I SHEET TITLE: -- ----� --- a a a ELECTRICAL - d s FIRST FLOOR 4 Flr an cI ) ) 4 ) ) MECHANICAL CONNECTION PLAN G — «I8 Q I �I11 d_.Ia a d - d - 4 'll 11 •le II$ k-- 2 2 Q __ 44 € g ) I a 4 _ < k = I a __________ a a p a — 4 QUIENTIN SUTTER a - 4Q a - a a - - a PROJECT ARCHITECT: 4 4 - d a KL a 4 a - DRAWN BY: 4 1 a d 2 a 3 5 6 7 8 9 BD 4 d a 4 4 CHECKED BY: JULY 8. 2020 DATE COMPUTER FILE NAME , 1 ELECTRICAL — FIRST FLOOR MECHANICAL CONNECTION PLAN J SCALE= 1/8'=1'-O' — 2 . 2 COPYRIGHT 2019 CARLETTI ARC-ITECTS.P5. CARLLTYI ARCH IT[ECT3 P.S. architecture,planning,interior design 116 EAST FIR STREET SUITE A 9 2.9 6 7.1 9 MOUNT VERNON. 8273 Phone (360 424- 94 24- Fax: 360) 424-57265726 I I i I li I I K ENGINEERS INC. 208 Third Street Lyndo(n, WA. 98264 Bus. ))(360)354-4757 j FAX 354-6794 ----------------1--I j A LI - - - - - - - - - -II A tiP°F eas a +--------- 1------------------ y ao A< is, , ____________________________ SsIONAL _ ° __________________________________________ ________________ o N i-3,a1 ame NO A NEW FIRE STATION FOR: TO Ge y Le°,IT aNE Ncz CITY OF ARLINGTON I I JJ 201 s° paNEL Set SMOKEY POINT STATION Q RAN EL 5B2 ARLINGTON. WA. 98223 DOWN TO OUTDOOR I H 33 UNIT ON FIRST FLOOR I I AL I ZP I I CONTACT: PAUL ELLIS L -------- --- CAPITAL PROJECTS MANAGER 1_ --� 360-403-4603 I S 1-3 41 I I I 1 I I I I I 1 PP RATS AY BE OW I I -T D PROJECT NUMBER 2046 1 — I — REVISIONS: ---__ 203A E ----- 7-8-20 BID SET I I T I I I II I EH I 5 1 I II I 1 I II I I II I I II I I II j I I II I II r1L--- -i II G - I -L I I L I I I II 1 -----, r —————— � II SHEET TITLE: L_ I I L -J j ELECTRICAL - b MEZZANINE I II POWER PLAN -LL- H I II II I I I I I QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: JULY 8. 2020 DATE COMPUTER FILE NAME ELECTRICAL - MEZZANINE POWER PLAN - SCALE= 1/8'=1'-O' — 2 3 + COPYRIGHT 2019 CARLCTTI ARCHITECTS.P.S. 2,IIA L (VIA KITCHE14 ONTACTORb KITCHEN CONTACTOR CAKLE=M ARCHITECTS P.S.a architecture,planning,interior design 116 EAST FIR STREET KIrcH N 3m BUTTON SUITE A MOUNT VERNON. WA. 98273 s d as. —sez-T8,—zo,T2 za Q Phone: 13601 424-0394 6 '3m• C Fax: (360 424-5726 Q - - 11 a Jay 5B2-2A,26,26 (vIA KITCHEN I CONTINUED ON Q ---- 6b CONTACTOR) '30' __-_-____ _71 3-1,, (C.O. TUBE DRAWING E-1.1 T 0 K ENGINEERS INC. 208 Third Street IIq'EMi(G v 582-32 LyndWA. 98264 PJD METERI - Jay (VIA KITCHEN Bus. Ni;(30) 354-4757 FUTURE PANEL Ev 0 4 I CONTACTOR) FAX (360) 354-6794 .T. NC 05U �� �: FUTURE PANEL 4 day CFNTINUE --- __ _____ y�24z'PvC( '.FUTURE KITOHEN Q gRAWING -I --- --- /EUEci- PANEL EV E ERJ tta ZA R. DI ROOM 1P WAg A Q j 3 4 C(EACH WITH / _t02 __ PANEL NBI I 30 ti 4`I'oF ��C• 3 KCMIL) - 5 MAdN)PANEL NA �2'PVC(4"1/0 A11Ki r� FUTURE PANEL O .I"6 AWG GND.) ansa i CONTINU1 1 145• Q FE 4"I/O ALLG L DRAWI E-2.1 Tz. 582-2,4,6is__ _________ ________ __ Q A GND)- Iaz'EMi "3 AIW '145• 2ONALILI ATIC T N5FER SWITCH r -- _ ' '8 A GND) 6 PANEL S j 2rz' C(4"250 KCMIL A NEW FIRE STATION FOR: AwGGNw ---------- CITY OF ARLINGTON Q 5 5 5 SMOKEY POINT STATION I I � ARLINGTON. WA. 98223 i 1w A DETAIL - SHOP/SCBA PLAN � DETAIL - KITCHEN PLAN CONTACT \ PAUL ELLIS _ SCALE= 1/4'=1'-0' SCALE= 1/4'=1'-0' CAPITAL PROJECTS MANAGER 360-403-4603 PROJECT NUMBER 2046 RADIO PLECTRON PAGER REVISIONS: (BY OU.NER) 12VDC FLUSH MOUNTED 7-8-20 BID SET NAMEPLATE RESET ALARM RELAY 0 PUSHBUTTON (ICE CUBE TYPE) 5TOP Q ILLUMINATED(RED) C3 MUSHROOM HEAD PIISHBUTTCN CONTROL SCHEMATIC DIAGRAM DETAIL - KITCHEN SHUTDOWN 4 RADIO PLECTRON ALARM RELAY RESET CONTROL STATION PB NO SCALE NO SCALE SHEET TITLE: ELECTRICAL - NC2-I,3, NEUTRAL 0 DETAILS n ALARM ' RELAY STOP RESET NC2-1 1-1 C3 BREAK CIS/ PB- R taa (OPENS ON PB-I PB 0 AN ALARM) o r_ ____ ______ __ CI I o CI- KITCHEN CONTACTOR C� (30A,IOP,WITH 120V COIL) L---------------L QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: H �\ DETAIL - BREAK ROOM BD C _/ CHECKED BY: SCALE= 1/4'=1'-0' JULY 8, 2020 SCHEMATIC DIAGRAM - KITCHEN SHUTDOWN DATE CONTACTOR 4 CONTROL STATIONS COMPUTER FILE NAME NO SCALE E ^ 2 . 4 + COPYRIGHT 2019 CARLETTI ARCHITECTS.PS. ROOM CONTROLLER 119 ROOM CONTROLLER 142 ROOM CONTROLLER 145 Tz! ZONE LV C—D DESCRIPTION RELAY ZONE LV CONTROL DESCRIPTION RELAY ZONE LV CONTROL DESCRIPTION 1 LCS-1VS DM KITCHEN a 1 LCS-1 VS DM DZ FITNESS a 1 LCS-1 VS DM DZ FRONT OF ROOM 2 LCS-2 VS DM DINNG a 2 LCS-1 VS DM DZ FITNESS a 3 LCS-1 VS DM FRONT OF ROOM 3 LCSJVS DM DZ DAYROOM3 LCS-1 VS DM FITNESS b 1 LCS-2 VS DM DZ BACK OF ROOM SPARE b SPARE b 2 LCS-2 VS DM DZ BACK OF ROOM c SPARE b 3 LCS-2 VS DM BACK OF ROOM LOW VOLTAGE CONTROL LEGEND: d SPARE c 4 LCS-3 VS DM BREAKCOUNTER LCS-1 LIGHTING CONTROL STATION-SWITCH I,TYPICAL d SPARE VS VACANCY SENSOR(AUTOMATIC OFF,MANUAL CN) LOW VOLTAGE CONTROL LEGEND: DM DIMMING LCS-1 LIGHTING CONTROL STATION-SWITCH I,TYPICAL LOW VOLTAGE CONTROL LEGEND: CAA R L IE T T I ARCHITECTS P.S. DZ DAYLIGHT ZONE VS VACANCY SENSOR(AUTOMATIC OFF,MANUAL ON) LCS-1 LIGHTING CONTROL STATION-SWITCH I,TYPICAL arohitedure,planning,interior design DM DIMMING VS VACANCY SENSOR(AUTOMATIC OFF,MANUAL ON) DZ DAYUGHTZONE DM DIMMING DZ DAYUGHTZONE 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (3601 424-0394 Fax: (360) 424-5726 K ENGINEERS INC. 208 Third Street Lyndsn, WA. 98264 1 9 2.9 4 6 7.1 8 9 Bus. (360)354-4757 FAX (360)354-6794 1p of WA°I is d I d 44J94 �10�i a 4 I_—_—_—_—_—_—_—_—_—_— ANEW FIRE STATION FOR: a P Fl�A-VII1.7 o / CITY OF ARLINGTON d d - SMOKEY POINT STATION a ---- ---- J 6n Roots AAI ARLINGTON. WA. 98223 I r— --- — ----0 — — —————— ° ' ---------- �— —— t a'- AAz 9 ---- 6'9. -- ------ j511,o . CLEAN 120 SEEP R R LRISER/ ROOM OOM HOSE ROOM/ 1 121 1 2 1 3 1 1 1MECH o 102 103 STORAGE WORK SHOP DI ING CONTACT: ROOM 104 o COMPRESSOR I b PAUL ELLISS O 05 --. b CAPITAL PROJECTS MANAGER E HALL Eb L E D D D D K L ° I Et RR W al E[ R 1 131 x al my KE al p0V K 132 I; G KI CIE J O R O D LEEPE PROJECT NUMBER: 2046 90v 12B I al �I 0 NTRY -- LAU DRY LD -- I I K I 135 14 REVISIONS: K Izmv 7-8-20 BID SET I o AL r Eb H I B S LG -_ IAA_ ___ 2 Ai TI-4- Y 120v 1] y D 1RP] - a3 al PA II PA ATU BAT E T Y L E) L `L AA �I I �mv K FIv F F Dec E F 4 1 F O I F i ❑ 111 o BR Y 0 E 0 13 138 -- 13 E E FE 1117 D 12 L IT------------�—J F Iz E E E a I � D I K v2 a c SHEET TITLE: F II -- ---— --- I Ba3 Bb{I Bb3 a. ELECTRICAL - d f d FIRST FLOOR LIGHTING PLAN ----_ •yttl •7}tt a - __ ____ ___ Ba3 �Bb3 Bb2 j II II II II d 4 Il 11 II Ay - k — 1 IR J a ____ _-- ° d° L°� °a --Ira IA_AI c-— 4 a SEE ETA L, d° 4a 4 — a DRA IWING -3.2 a - Q d d k== d H Q. d a -ail 1 a a a AAzi 4 QUIENTIN SUTTER a °Q d 4 -- a - a PROJECT ARCHITECT: a s a° �✓ a d I I � a KL d DRAWN BY: 4 1 a d 2 a 3 5 6 7 8 9 BD CHECKED BY: JULY 8. 2020 DATE COMPUTER FILE NAME , 1 ELECTRICAL - FIRST FLOOR LIGHTING PLAN J SCALE= 1/8'=1'-O' COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. I I Q CONTINUED ON Q — Z2— / /—DRAWING E-LI I / I - — ———————— --- ---- _ __ ________________ Q CAKn.E`M QReaoTEcTa P.S. I ,B'-B Q //�I'PVC(4"10 AWG. architedure,planning,interior design -------------_ I A.IND) 116 EAST FIR STREET co nNueD oN SUISC5ATE A DRAWING E-3.1 MOUNT VERNON, WA. 98273 O Z CLEAN ///// HOSE ROOM/ WORK SHOP EL EC. ROOM STORAGE COMPRESSOR Phone: 360 424-0394 Q ROOM 103 104 Fax: 360 424-5726 Q _ 102 O EMS I RISER/G G PANEL NBI G /// (3 G G STORAGE ROOM 7mV 170V I7OV 106 01 DI K ENGINEERS INC. Lyndon WA. 98264 r-- --------- ----BB-I-- -- PANEL 5 O 6MS. (360) 354-4757 "b PAP 5T9 FAX (360) 354-6794 a `PF / Xi 10 LIGHTING F, L Z L Z 1.P ap WAD'p HALL ti 44, c'S^G I NLba A,,44)94�q^1�Fe.�' 0 S'1'En" tY' SSIONAL�G I I Jb Ja Ja E,U 1 I A NEW FIRE STATION FOR: BUNKER CITY OF ARLINGTON b JNL GEAR 5T SMOKEY POINT STATION 10e KITC EN ARLINGTON, WA. 98223 n Li 1w I L I CONTACT: ZOC PAIL ELLIS j CAPITAL PROJECTS MANAGER Q 360-403-4603 I I I I a I I JNL Jb c PROJECT NUMBER 2046 HALL 1O8 °i JNL Ja Ja REVISIONS: I Z APPAR TUS BA 5 7-8-20 BID SET I 00 OELON 111 EPORTS I IBRARY O 6 I F fo I Q. I I Jb Jb I L 1 I I I I I 1E P LILE SHEET TITLE: RR'. O ELECTRICAL - O I. L APPARATUS BAYS eV e m J, Ja J"` LIGHTING PLAN I , I L-- —��1— —————————- ———————— STR BE LIGHTS ON BOTH SID 5 OF OR I A5H EN E) RQ Z 15 O ENINL051 ,INTE CK WITH DOOTIR ERQ (1Y GAL D 5) 9 i V V V Y V (GD -0 0� • QUIENTIN SUTTER Q - 11 2 Q PROJECT ARCHITECT: —�k)I— — __�____ _________i__--___________. ------•4.4r--------, - NNII 101LLUMINA1ED51GN. AAI IH�I r----------4Ar------ KL ` I (COORDINATE ROUGH- , ELEVATION.) �.Iy - DRAWN BY: BD Q ° MOUNTED ON UNDERSIDE OF 50FFI1 CHECKED BY: Q L AND AIMED OUT TOWARD DRIVEWAY. _ Q GGQI I I I s (TYPICAL) JULY 8, 2020 °Q u L n Q DATE COMPUTER FILE NAME 1 ELECTRICAL - APPARATUS BAY LIGHTING PLAN ,J SCALE= 1/4'4-0' E - 3 . 2 COPYRIGHT 2019 CARLETTI ARCHITECTS.PS. I CARLI'_TTI ARCHITECTS P.S. arohitedure,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (3601 424-0394 Fax: (360) 424-5726 K ENGINEERS INC. 208 Third Strsst Lyndsn, WA. 98264 Bus. (360)354-4757 FAX (360)354-6794 1.9 2.9 46 R' DI 1p'OF WAS A 44794 o�SStONALGli I II I I r is A NEW FIRE STATION FOR: F�--------- -------------_ - - T - - - - ----------------------------- * — — ----------- CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 I I II B - - - - ' I CONTACT: 0 G z o RANELNCI PAUL ELLIS G G I2 V G G 12 V G G ANC EL NC1 CAPITAL PROJECTS MANAGER -^ 360-403-4603 TO IGI NANEL SBI F1------------� 2 3 RAN LE 5B2 tA r 41 DOUN TO PROJECT NUMBER: 2046 FIRST FLOOR I I I G I I L REVISIONS: nm 7-8-20 BID SET I I I I I I PP RA G AY BE OW I I I I I I TM GE I I 20 I I I I I I I I I I I I I I 129 V I I I I G SHEET TITLE: I I ELECTRICAL - I — MEZZANINE L------------- �J I LIGHTING PLAN I I I I I L LL .11 I I L J I I I I I I QUIENTIN SUTTER PROJECT ARCHITECT: rL DRAWN BY: BD CHECKED BY: DATE 8. 2020 � DATE COMPUTER FILE NAME , 1 ELECTRICAL - MEZZANINE LIGHTING PLAN J SCALE= 1/8'=1'-O' COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. P.S.RIB RELAT CARLLTTI ARCH T[ECT3 PS architecWre,planning,intedor design 11HECLOCIC L N Izv 116 EAST FIR STREET SUITE A PAWING ZONE I MOUNT VERNON, WA. 98273 L L (INCL.FLAGPOLE) Phone RO6 424-0394 RI6 SLAY Fax: I360 424-5726 PROGRAMMING: ZONE I FROGRAMMED ON Izv FROM DUSK TO DAM K ENGINEERS INC. Izm ZONE 1 PROGRAMMED ON PARKING ZONE 7 208 Third Street FROM DUSK 10 10:00FM (INCL.SIGN),OFF Lyndon, WA. 98264 FROM 10:00PM TO 6:00AM, Bus. 360 354-4757 ON FROM 6:00AM 10 DAWN FAX 360 354-6794 ADD ADDITIONAL OFF COMMAND AT 6:00AM FOR CALENDAR DATES WHEN 5 N TA DI DAWN IS BEFORE 6:00AM. 1P of Was A RIB RELAY A v BUILDING ZONE I '6CI59'fL�ft�1<' Ss1ONAL � RIB RELAY I1v BUILDING ZONE 1 A NEW FIRE STATION FOR: zo SWITCH ZONE c SWITCH ZONE b i CITY OF ARLINGTON SMOKEY POINT STATION DAY4 ---- ARLINGTON. WA. 98223 IGHT ZONE I 10 vD;C(PURPLE)---- ++~CAh--(GREY)-------------T ---- I DAYLIGHT SENSOR I I �r------;—T---,III r— IIII li— A c4 A b3 I I I CONTACT: IIII II PAUL ELLIS II j I j I j I CAPITAL PROJECTS MANAGER I j I j I I 360-403-4603 I L--------------- I I 1 `---`-----------------� ; IIII LIGHTING CONTROL DIAGRAM - EXTERIOR LIGHTING DAYLIGHT ZONE 2 i i i i I I No SCALE rI -----tiC A1e RP-------------- � —�—,I II Ij II Ij II I R PROJECT NUMBER 2046 __------------- 1— DAYLIGHT SENSOr---- I J rr---- ,I I I I I I II111111 �— A oz A bI i i i i I i I i i REVISIONS: 1i1i1i i1 7-8-20 BID SET � ii1i1111 I l l j j I ------------------, ---------------- IIIIIIII 1 F----,_11m ADC(WRPLE)--- ------' I I I I I I I I r---coMMON(GREW--------------------- I IIIIIjIj I1 r I I IIIIIIII I I A s SWITCu ---- SWITCH ZONE a I j j j l FIXTURES1 o--1 j I I I I I 1 11 &REYo;--J I IIIII I I I r---� IIII I I I -,� 11 NOTE:DESIGN BASED ON DOUGLAS I I r WHITE/BLUE J H I IIII I I BLUE YEL/ORANGE -------------------I -- '� k-,—LOW VOLTAGE I I I j I j I N WHITE 1 ---' DIMMING SWITCH A a LIGHTING CONTROL PRODUCTS.IF AN I I I � —� `-- ALTERNATE MANUFACTURER OF IIIIIIII I LIGHTING CIRCUIT H BLACK BLUE d j 1 LIGHTING CONTROL PRODUCTS ARE j j I j l l l l 11 BLUE RED I i ; I I I MOTION SENSOR BLACK I LOW VOLTAGE MOMENTARY --------------- USED,SEE MANUFACTURER III11111 II `-------------------- � I 1 CONTACT SWITCH DOCUMENTS FOR ACTUAL WIRING. I I — I L I L J DETAIL SHOWN FOR INTENT. i I i I I I I -� MOTION CONTROLLED LIGHTING POWER PACK 11 IIII �I (WIRED FOR'MANUAL ON/AUTO OFF',TYPICAL I I I111111 11 FOR LIGHTING POWER PACKS) I I j SHEET TITLE: Illlljlj I� 1 I ELECTRICAL - �r—MOTION CONTROLLED OUTLET 11 1 1 1 11 �—�MOTION CONTROLLED OUTLET I I I (SEE fL00R PLAN5IF APPLICABLE) IIIIIjIj I (SEE FLOOR PLANS IF APPLICABLE) I Li LIGHTING DETAILS I I I I I I ______, MOTION SENSOR IIII1111 11 I �--_BLACK I I111111 11 1 I BLUE IIII I N r WHITE WHITE/5LUE Cl II11 I I i YEL/ORANGE d I I PURPLE Room ❑�_ __________ 11111 11 I I SWITCu BOX BLUE I I Controller JII11 I i POWER CIRCUIT BLUE BLUE�------------------j-- II I I `----------------g J I RED WRC3160 --- -----------JI 1 I I I I I H BLACK RED d I NOTE:DESIGN BASED ON GREENGAIE YELLOW -- ---------- --J I I I PRODUCTS,IF AN ALTERNATE _____________��I II BLACK ------------------� MANUFACTURER OF LIGHTING CONTROL POWER CIRCUIT H BLUE O� JJ I I PRODUCTS ARE USED,SEE L� _ MOTION CONTROLLED OUTLET POWER PACK MANUFACTURER DOCUMENTS FOR N BLACK OO 14@l ------------------+ d (WIRED FOR'AUTO ON/AUTO OFF',TYPICAL ACTUAL WIRING.DETAIL SHOWN FOR LIGHTING CIRCUIT N WHITE O� FOR OUTLET POWER PACKS) INTENT. ® QUIENTIN BUTTER PROJECT ARCHITECT: KL DRAWN BY: LIGHTING CONTROL DIAGRAM - TYPICAL ROOMS WITH ROOM CONTROLLERS CCHDECKED BY NO SCALE LIGHTING CONTROL DIAGRAM - TYPICAL ROOMS WITH POWER PACKS NO SCALE JULY 8. 2020 DATE COMPUTER FILE NAME E � 3 . 4 + CO.YRIGHT 2019 CARLETTI ARCHITECTS.P.S. LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION DIMENSION MOUNTING COLOR LUMEN VOLTS DIM MIN MANUFACTURER&CATNO. LOADS TYPE DESCRIPTION DIMENSION MOUNTING COLOR LUMEN VOLTS IMMINC MANUFACTURER&CATNO. LOADS TEMP. (OR APPROVED EQUAL) WATT VA TEMP. (OR APPROVED EQUAL) WATT VA A NOTUSED X LED LIGHTED EXFSDN,UNIVERSAL 10'x'12' UNIVERSAL WA WA UNIV NONE CHLORIDE CL)-WGW 5 8 CA R L€T T I A R C H i T E C T S F.S. FACE(SEE PLANS),WHITE WITH DOAL{RE EVE-U1G­W-E4 architecture,planning,intedor design GREEN LETTERS,POLY-CARBONATE EE£RGFLTTE ELXN400,G TAD OR THERMOPLASTIC HOUSING,HMH EXn ROM GVEK- BP-WB-Nk+G2 BATTERESAND SELF-DIAGNOSTICS. LNHXNW LGO4SW-3-GELWSD 116 EAST FIR STREET B LED DRECTMDIRECTTROFFER, 7z 4'x4.5' GRID 3500K 5500 120 G10V DAYBRffE 2f1fti54LH53544)47M u M SURE-LFFES LPX- SD SUITE A STATIC,ACRYLIC SWWGDOWN 10% UTHONW 2VR4-60L-ADP-Qi{PSM Y LED COMBINATION LIGHTED EXIT 1Wx1r UNIVERSAL WA WA 120 NONE DUAL-LITE LTUGW-I 5 8 MOUNT VERNON, WA. 98273 DIFFUSER AN E IN IOR D WHRTER METALUX 24CZ{D5S5{835CD-1 SIGN EMERGENCY LIGHTING UNIT, EXR LL H+ROTIX GVEX- BP-WEL9DG2 REFLECTOR. WILLIAMS LT-24173113.5(L55}AF-DM SINGLE FACE,UNIVERSAL MOUNT, LFIHONIA LHDM1SW3GSD VI NE WITH GREEN LETTERS, SURELDHT CCX-7-1-70GWTiSD-DH Phone. 360 424-0394 =H YCARBONATE OR Fax. O 424-5726 C NOTUSED THERMOPLASTIC HOUSING,SELF CONTAINED NNCAD BATTERIES& Z LED EMERGENCY LIGHTING UNIT, 7'x11" WALL WA 400 UNIV NONE DUAL{RE PGW SELF-CONTAINED.WHREPAINTED K ENGINEERS INC. DIE-CAST ALUMINUM HOUSING, D LED DRECTANDIFECTTROFFER, 7x7x4.5' GRID 3500K 2000 120 G10V 17 18 COMPACT LOW PROFILE DESIGN, 208 ThITd S}Te9f STATIC,ACRYLIC SWING 10% LffHONW 2VR2-20L-ADP-Qi{p8;5 WITH BUILT-IN OwcNosncS. Lynden, WA. 96264 DFFUSERAND WHIrENTERIXt METALUX 22CZ{DS20-L835-CD-1 BUS. 3, . 982657 REFLECTOR. AA LED EXTERIOR TRAPEZOIDAL i6'x7'X9' WALL 4000K 2800 120 NONE G.ARDCO I0IL-16L-530-NWC7-3-BZ 28 29 FAX (360) 354-4757 SCONCE,WET LOCATION,INTEGRAL LM40NA WSTLED-P24OK-VF-DDBXD ALUMINUM HEAT SINK.BRONZE LSI XGBW WFT-283504 W-BRZ E LED DRECTANDIRECT TROFFER, 7x7x4.5' GRID 3500K 30DO 120 0-10V DAYBRTfE 2EVG30L-8352-D-DM 28 29 PANTED DIECASTALUMINUM MIGRAW-EDRON UST-AF-450-LED-EI-T3AZ STATIC,ACRYLIC SWINGUOWN 10% LM40NLA 2VTL2-33L-ADP-EZ1{P835 HOUSING,WITH TYPE 3 DISTRIBUTION DIFFUSER AND WHRE INTERIOR METALUX 22CZ{DS29{8 D,1 4F. P. J REFLECTOR. WILLIAMS LT-22-1-27435-AF-DM BB SAMEASTPE'AA",EXCEPTWITH i6'x7'x9' WALL QWK 2800 120 NONE GARDCO 101L-16L-530-FNVG1-3-EBPC-BZ 26 29 lQ"pF VAS A MIN,1200 LUMEN INTEGRAL LRHONW W5TLED-P2-40K-VF­E20V*DDBXD EMERGENCYRATTERY BACKUP. LSI XGBWM3-FT-28550-MN-BRZ �4 F LEDDRECTANDIRECTTROFFER, 1'x4'x4.5' GRID MWK 9800 120 GIOV DAYBRITE 1EVGd5Ld354D OM 38 40 MtGRA. EDLSON BT-AF- LED-EI-T3BZCWB STATIC.ACRYLIC SWINGOOWN 10% LITHOMA VR448L-ADP{Z1{P835 DIFFUSER AND WHITE INTERIOR METALUX 14CZ{D544L835-CD-1 REFLECTOR. WILLIAMS LT-14-1-47A835-AF-DM CC NOTUSED 44794 ry �,�'Crs'ret<E9 ti4`O S`SIONAL ECG G LED LENSED STRIP LIGHT,DAMP 4'LONG SURFACE 3500K 3100 UNIV NONE DAYBRTfE FSS430L-835 25 28 LOCATION.WIDE DISTRBUTDN LffHONLA ZL1U1_4&3000LM}FST-35K-80CRW4H WHITE PAINTED STEEL HOUSING METALUX 4SNLED-LD530SL-LVIML835CD AND ACRYLIC LENS. WLUAMS 75R 1.30-831DRV DO LED LOWPROFILE RECTANGLE Zrx15'x5 POLE QOOK 90DO 208 NONE LUMNARE: 73 77 SHAPED LUMINNAJRE,POLE MTD..P66 GARDCO ECOFORM ECFS32L-700-MN-G2-AR-"NV-BZ RATED,DIE CASTALUMINUM SPAULDNG CL1-AD-30L-WK+DB A NEW FIRE STATION FOR. H NOTUSED HOUSING,TYPE 4 OPTICS.WITH CITY OF ARLINGTON POLE SHALL BE 25'STRAIGHT 25'TALL BASE POLE: CJ'MOK^CY POINT STATION ROUND ALUMINUM,BRONZE GARDOO RA5-STB-25MD1-BRP PAINTED,BASE MOUNTED,WITH SPAULDING ARLINGTON, WA. 98223 J LED NARROWSTRP,DAMP 8'LONG SURFACE 3500K 14,000 120 0- DAYBRffE FSSV-140Ld35OM 108 114 FF LED LOW PROFILE RECTANGLE 27'x15'x5 POLE 4000K 9DDO 208 NONE LUMINAIRE: 73 77 LOCATDN.MAXMU,13'Wx4'H, 10% UTHONIATZL113L SIR-14WOLWFST-35K-NM SHAPED LUMINAIRE,POLE MITD.,P66 GARDCO ECOFORM ECFS321--700-NWG2-AR-3-UNV-BZ WHITE PAINTED STEEL HOUSING METALUX 8TSNLED-LD5­1WHL-LW-L835CD �RATED,DECASTALUMN M SPAULDNG CLi-AD-30L-WK-}DB ja WITH ACRYLIC CURVED LENS. WLLNMS 75R-6-L130-DM HOUSING,TYPE 3 OPTICS,WITH POLE SHALL BE 25'STRAIGHT 26 TALL BASE POLE: K LED VOLUMETRC WRAPAROUND, VLONG SURFACE 35ODK 48W 120 NONE LITHOMA STL448L-LP835 45 45 ROUNDALUMINUML BRONZE GARDCO RA5- 25WD1-BRP CONTACT.. DAMP Lam ,HITEECPANTED WILLIAMS ASM-4SL46183SA PANTED,BASE MOUNTED,WITH SPAULDNGSTEEL PAUL ELLIS DIFFUSE LENS. RYLIC GG LED EXTERDRFLOODLCHT,WET WALL 4 WK 65M 120 G10V LSI XFLWMF{ED43H6NN-BRZ-DM 64 97 LOCATION,WALL MTD,ADJUSTABLE, CAPITAL PROJECTS MANAGER WITH BRONZE COLOR DIE-CAST 360-403-4603 L LED RECESSED DOWNLDHT, GROUND RECESSED 3500K 1000 120 G70V GOTHAM EVS35AOSAR-MD-LSSFZIO-TRW 9 9 ALUMINUM HOUSNG&DOOR FRAME, MEDDMTHROWDSTIBLRION, THIGH 10% PORTFUIOLWB10D0I0 U6B1020803S6LBMIH GASKETED&SEALEDTEMPERED THERMALLY PROTECTED,WITH PRESCOLTfE LF6Ml-6LFML10L-35K4-SS-WT GLASS LENS,MEDIUM DISTRIBUTION, DECASTALUMINUM HEATSNK SEW WILLIAMS 6DR-TL-1-10,835-DIM01%OF-CS-MINT SPECULARALUMINDM REFLECTOR& HR LED WALL MTD.GLOBE WITH GUARD,12'x6'x5' WALL 4000K 1300 120 0-70V PHOENIX VAL1L17LED-WWGHR 21 22 WETLOCATDN,ALUMINUM HOUSING M LED RECESSED DOWNLDHT, GROUND RECESSED 3500K 1500 120 0-10V GOTHAM EVO35A56AR-MD-LSSFZ70-TRW 14 15 WITH RED TEMPERED GLASS MEDIUM THROW DISTIBUTION, 9'HI'H 10% PORTFOLIO LD015DO10,EW8102060355LBMIH GLOBE. THERMALLYPROTECTED,WRH PRESSURE LF6ML-6LFML15L-35K�WT DECASTALUMINUM HEATSNK SEW WLLWMS6DR-n-L15R3SDIMOMOF-CSMYVT PROJECT NU MPJER: 2046 SPECULARALUMINUM REFLECTOR& JJ LED NG;FiOUND FLAGPOLE LIGHT. 10'ROUND GROUND 3WK 2000 208 NONE LSI XIG$LED-19-356CW-NFL2S-BRZ-RC$ 25 25 NARROW FLOOD,WET LOCATION, RECESSED KM LTV7I-NF-18L-5K-RG50 N SAMEASTPE'M",EXCEPTWRH VROUND RECESSED MWK 1500 120 GIOV GOTHAMEW35AS6.AR LSSFZIO-TFWEL 14 15 INTEGRAL HEAT SINK VANDAL 1000 LUMEN EMERGENICYLDHTING 9'HIGH 10% RESISTANT,SEALED OPTICAL UM WITH INTEGRAL TEST SWITCH. PRESCOLNE LF6M.-EM6LFML15L-35K3SSEM4WT CHAMBER IN A METALLIC HOUSING, REVISIONS WILLIAMS 6DR-TL-1-15935-Eh"CIUMS-DIMOMCFCS AVr COMPOSIT ROUGH-IN HOUSING WITH DARK BRONZE FINISH&ROCK 7-8-20 BID SET P NOTUSED KK LED INGROUNDSIGN FLOOD LIGHT, iPROUND GROUND 3500K 2000 208 NONE LSI XIGB-LED-19-350CW-FL40-BRZ-DSB 25 25 WIDE FLOOD.WET LOCATION, RECESSED KM LTV7I-WW-18L-5K-HS50 NTEGRAL HEAT SINK VANDAL RESISTANT SEALED OPTICAL CHAMBER IN A METALLIC HOUSING, COMPOST ROUG144N HOUSING WITH R LED BATHROOM BRACKET,DAMP rx4.5x4.5 WALL 35ODK 2200 120 NONE LITHOMA WL2-22L-EZ1-LP835 21 22 DARKBRONZEFNLSH& LOCATION.WHITE PAINTED STEEL LU.ENAVERXGUAMWV-HLGLED-W220035-2-D-1-DRM-W HOUSNGWRHACRYLC LENS. METALUX 2RCLED-LD4-20SL-CD-1 WILLIAMS SLF-2-L26,B 1114UV TOTES: S NOTUSED 1, CABLES IN FXTURE WHIPS FURNISHED BYTHE MANUFACTURER WITH THE FIXTURES SHALL NOT BE SMALLER THAN #14AWG,AND SHALL INCLUDE A SEPARATE GROUND CONDUCTOR SIZED THE SAME AS THE CRCUITCONDUCTORS. 2. CONTRACTOR&LIGHTING FIXTURE SUPPLER SHALL VERFYDESCRPTION.MOUNTNG REQUIREMENTS,CATALOG NUMBERS, ETC.MATCH.ADVISE ENGINEER OF ANYCONFLCTS OR DISCREPANCIES DURING BIDDING. T NOTUSED 3. ALL LED 0-10VDMMING DRWERSSHALL BECOMPATBLEWITH MOTION CONTROLLERS,PHOTOCONTROLLERS,DIMMERSWRCHES,ETC. U NOTUSED SHEET TITLE: ELECTRICAL - LIGHTING V LED FLASHING BEACON, WALL 120 NONE EDWARDS48XBRMR12OA-WBR 13 13 FIXTURE SCHEDULE WEATHERPROOF,APPROX 70 FLASHESMINUTE,WITH RED IMPACT RESBTANTLENS. W NOTUSED QUIENTIN BUTTER PROJECT ARCHITECT. KL DRAWN BY: BD CHECKED BY. JULY 8, 2020 DATE COMPUTER FILE NAME E ---- 3 - 5 + COPYRIGHT 2—CARLETTI ARCHITECTS.P5. CARLLTTI ARCH VT[ECT3 P.S. architecture,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone RO6 424-0394 Fax: I360 424-5726 K ENGINEERS INC. 208 Third Street Lyndon, WA. 98264 1 1.9 2.9 4 6 7.1 8 9 Bus. (360))354-4757 FAX (360)354-6794 v��aF eA°r A� �w ��G ° d I d 794 �SSlONAL F1�G1 ---�_---°---- A — A—1-------------------- co ERI ANEW FIRE STATION FOR: ° 4 PATIO D DA ROOM _ 1 120 CITY OF ARLINGTON �R �� SMOKEY POINT STATION ----a— -------accEsswTPrzuoti -- I 4° uT ——————————————————————------- ---------------- ARLINGTON. WA. 98223 _ ME I Z II B — — — — ► rt — — — B rXIDT1-THmm SLBA fAP EEP LEE LEE E LE Si LEE 5A-34 CP 3/4'PV (2 14 A ELEL. ROOM EMS t O FLOW ROOM HOSE ROOM/ WORK SHOP STORAGE A'� ` *CONTIN ED R 102 103 STORAGE COMPRE550R \` SL SL - SL SL 8L -A `� CONTACT: DRAIDI ELI 1- - 5 0 5A 04 ° 1Ls 106 A DmcO - _ - - PAUL ELLIS - _- z Z A Z z A rutIF PAP 19 = rA CAPITAL PROJECTS MANAGER C z y-R PUT --+ HA - cR 360-403-4603 1 A HALL A 41 A IIm< - '-'f_- 3 - A 128 - A -3 / A UT dl 1' Mi(C ,FU RE A E S c T OL 1�1 -_--- Z 1 1 ,mc W E W I BUNKER Sr -- �R A GEAR08 ITC EN u 12® Lo= L R3q, 1 2 z SLEE ER PROJECT NUMBER: 2046 �I O PANTRY REVISIONS: °d LAUNDRY I 0 134 i 1213 7-8-20 BID SET 1z HA 108 -/ ALL FIT ESA A A , 2 PA PP RATS YS '�' --�_��- Q =1C DELON U RE OR 1 I 2 2' C(g.0, . 116 t 8 F d A E CABLES) ' F ! 13 8 1t t 9 lie \ Imc OX 1 C V TI E E 1 14 0'ICE ' 112 PLIC L _ /#BREAK � g 40 I—J ° 9 Ut 144 cR - a SHEET TITLE: - d ° d d e FIRST FLOOR G — — ANCILLARIES PLAN t -—-—- ° j e II II �II II d � d II — — - _ d 4 k-- II I Ji d d4 L°u d° ur4 i I I I� II 4 44 I €=I= ) ) ) II ° I I _-- ° d d ° i i k = P I _ U1 ° a ° ° — 4 QUIENTIN SUTTER ° - d° a 4 - ° ° - - ° PROJECT ARCHITECT: d 4 A d ° KL° DRAWN BY: 4 1 ° d 5 6 7 8 9 BD 4 n _4 CHECKED BY: JULY 8. 2020 DATE COMPUTER FILE NAME , 1 ELECTRICAL - FIRST FLOOR ANCILLARIES PLAN J SCALE= 1/8'=1'-O' COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. CARLLTTI ARCH VT[ECT3 P.S. architecture,planning,intedor design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone RO6 424-0394 Fax: I360 424-5726 K ENGINEERS INC. 208 Third Street Lyndon, WA. 98264 Bus. 360 354-4757 FAX 360 354-6794 1.9 2.9 n IY �. ti R' DI P of was A 794 11� °S10NAL. -------------_ +-------- — — — — — — — - - - - - - - Fr - - - - - - - - ANEW FIRE STATION FOR: A — — — CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 I FUTU CC SS 1'EMi(C.O.,FUIUREift F_'------------------------------------------CONY LACE -- —J�ESSCONTROU i slue INTO FIRST CONTACT: FLOOR CEILING P'E it RE PAUL ELLIS° a c BILE S EL c i IT\ sPacE. CAPITAL PROJECTS MANAGER P 1 iN R- 20 1 E zoo II s 360-403-4603 JJ I A FIRE ALARM PANEL FAP F1------------� EAS P F Ai I PUT AL I PUT 2 O PROJECT NUMBER 2046 I I I I I I L REVISIONS: I 7-8-20 BID SET 2-2' v rc ., TE A AB ES I I I I AP'AF 6,T 9 ST R GE II BA S 3ELOW 2 3 I I I I I I DOWN TO I FIFO FLOOR I I I I I I I I I I I I SHEET TITLE: I I ELECTRICAL - I — MEZZANINE �J ANCILLARIES PLAN I I I I I G -1------------ ------- --------�---- L J i QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: DATE 8. 2020 � DATE COMPUTER FILE NAME , 1 ELECTRICAL - MEZZANINE ANCILLARIES PLAN J SCALE= 1/8'=1'-O' — 4 . 2 + COPYRIGHT 2019 CARLCTTI ARCHITECTS.PS. I CARLETTiG°.RCHITECTS P.S. archbdure,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON. WA. 98273 Phone: 1360) 424-0394 Fax I360) 424-5726 K ENGINEERS INC. 208 Third Street Lyndon,WA. 98264 Bus. (360)354-4757 FAX (360) 354-6794 b R. DI 1P pF WAS A ti Q4 G 794 1IS IONAL A NEW FIRE STATION FOR: CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 CONTACT. PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 + ACCEPTABLE IN SHADED AREA PROJECT NUMBER 2046 36' i 36' REVISIONS: 7-8-20 BID SET SECTION DETAIL — TYPICAL PEAKED CEILING FIRE ALARM DEVICE MOUNTING SCALE:I'=I'-0' 5TRUCTURE CABLES BUNDLED a SUPPORTED TO STRUCTURE O N XT 34'EMT DEVICE NOT ALLOWED HERE SHEET TITLE: NON-ACCESSIBLE CEILING SPACE NON-ACCESSIBLE CEILING SPACE ACCESSIBLE CEILING SPACE T-GRID HANGER TOP OF DETECTOR 30'EMT U¢'EMT T-BAR CEILING EXISTING CEILING ELECTRICAL - cEIUNG Box CEILING Box i- ANCILLARIES DETAILS RECESSED DEVICE BOX RECESSED DEVICE BOX FIRE ALARM SMOKE DETECTOR FI ALA SM TECTOR (PER MANUFACTURER'S REQUIREMENTS) (PER MANUFACTURER'S REQUIREMENTS) ACCEPTABLE HERE RE Po'1 OKE DE FIR ALARM HORN/STROBE FIR ALAE1 HORN/STR'OBE FIR ALARM SMOKE DETECTOR NOTES: I.CEILING MOUNTED DETECTOR DEVICES SHALL BE LOCATED NOT LESS THAN 4'FROM A SIDE WALL. 2.WALL MOUNTED DETECTOR DEVICES SHALL BE LOCATED BETWEEN 4' AND IY FROM THE CEILING. QUIENTIN SUTTER w PROJECT ARCHITECT: KL DRAWN BY: STUD FRAMED WALL BD DETAIL - DETECTOR DEVICE MOUNTING CHECKED BY: DETAIL — TYPICAL FIRE ALARM DEVICES AND RAGEUJAY DATES SCALE r=r-m 8, 2020 DATE SCALE:viz'=I'-0' COMPUTER FILE NAME E] - 4 . 3 + COPYRIGHT 2019 CARLETTI ARCHITECTS.PS. CARLLTTI ARCH VT[ECT3 P.S. architecture,planning,intedor design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone RO6 424-0394 Fax: I360 424-5726 K ENGINEERS INC. 208 Third Street Lyndon, WA. 98264 1 1.9 2.9 4 6 7.1 8 9 Bus. (360))354-4757 FAX (360)354-6794 v��aF eA°r A� a d I d i i p Q - I59��I��v �SslONAL F1�G1 �_--- ---- A — A—I-------------------- Q ° d COVER D � I A NEW FIRE STATION FOR: a 4 PATIO I CITY OF ARLINGTON d. d EXTEND CONDUIrsUP !DA 12oOOM F 2 SMOKEY POINT STATION p - TO MDF 2A ABOVE 24 A - --- - -- -- - ------------------� Qa -----------------------------�_01 t ARLINGTON. WA. 98223 -------------- I MF A SCBA � SL EP EP R EP R EE R EE R EP R Q Q ELEC. III EMS o SH ROOM CLEAN III STORAGE / 121 122 12 12 12 126 MECH ROOM HOSE ROOM/ WORK SHOP ROOM 102 103 STORAGE COMPRESSOR III 106 CONTACT: d 101 104 105 III PAUL ELLIS °J O III M A 19 CAPITAL PROJECTS MANAGER HALL - MALL--- - - all 360-403-4603 4 III A MDF 2A WA dl II ° _. II w E ® ® ICE I(BUNKER RR Q2R RR 13 L ER 1 h� IIGEAR ITC EN 120 130 MDF 2A 131 II 0 ��� D PROJECT NUMBER: 2046 oa 0 0 0 II C F 2 D A II PANTRY M F {I II O -- II 135 C c NFERENC 2 REVISIONS: a II Q LAUNDRY ° I 134 133 1 7-8-20 BID SET I oI 2 III -c zc III HA -- wA11F wA III III109 FI NE S °I III O 117 F 2A wA 141 14 I PA RATS YS ---- Q RD III 2 F F - 3-' C( U 5E ) Ilb IRe ATS E d III DELON ❑❑ q EN RY FFIIt F III m Imo` II 2C 1 15 156 °I IIIfT M p I il' ' E DF 2A E RR ; o FIc U 145 ------------ P L BREAKLa D D II R'RZ 0 11 E6 BUL i 144 I M)F 2A2c SHEET TITLE: F L __ 2c Ap a ELECTRICAL - d ° FIRST FLOOR a ° 1a ----- - - ) ) ) ) a 1 ull ull °. d ___ __ zc MDF2 COMMUNICATIONS PLAN d 4 II II Illy 1 Jl" HT zc 1 I44 I I 11 4 a a d a d k = I a a a I p a - 4 QUIENTIN SUTTER a - da a43p a - - a PROJECT ARCHITECTKL d d O d d d 4 a - d a d a - DRAWN BY: 4 1 a d 2 a 3 5 6 7 8 9 BD ° d a d 4 n _n CHECKED BY: JULY 8. 2020 DATE COMPUTER FILE NAME , 1 ELECTRICAL - FIRST FLOOR COMMUNICATIONS PLAN J SCALE= 1/8'=1'-O' — 5 . 1 COPYRIGHT 2019 CARLETTI ARCHITECTS.P.S. I CARLETTI ARCHITECTS P.S. arohitedure,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (3601 424-0394 Fax: (360) 424-5726 K ENGINEERS INC. 208 Third Strsst Lyndsn, WA. 98264 Bus. (360)354-4757 FAX (360)354-6794 1.9 2.9 46 R' DI 1p'pF WAS A ,o,.44794 1I� o�Sst is I II I I r A NEW FIRE STATION FOR: F�--------- -------------_ — — T — — — — -—-—-—-—-—-—-—-—-—-—-—-—-—-—- * — — ----------- CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA. 98223 I I IlI F—===_________________________________________=t==---------� ——— CONTACT: ° SEE DETAIL PAUL ELLIS LE i r DRAUING E-5.3 CAPITAL PROJECTS MANAGER I J T I s ° I 360-403-4603 FT L I II � 1L I I I PROJECT NUMBER: 2046 ___________ REVISIONS: 7-8-20 BID SET I I I I I I U r SIR W I I 6'T MAIO GE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SHEET TITLE: I I ELECTRICAL - I — MEZZANINE L------------- �J I COMMUNICATIONS PLAN I I I I I G -1------------ _J------- -------- ----, I I L J I I I I I I QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: DATE 8. 2020 � DATE COMPUTER FILE NAME , 1 ELECTRICAL - MEZZANINE COMMUNICATIONS PLAN J SCALE= 1/8'=1'-O' = 5 . 2 Co.YRI—T 2019 CAnLeTTI ARCHITe°T5.PS. J-HOOK CAIRLETTI]ARCHu7ECTS P.S. architecture,planning,interior design TO MDF J'H°>�V4 � �°Ris / � /� OR OF 116 EAST FIR STREET BU SP ETWEENI// U4' o CENTER &15HING SUITE A MOUNT VERNON. WA. 98273 BLACK CABLE colt COIL 20'6P caeLE Phone: 13601 424-0394 Fax: (360) 424-5726 ACP CEILING I'e'EMT ACP CEILING TELECOM FACEPLATE K ENGINEERS INC. 208 Third Street ° —5'SQUARE x 2 e'DEEP Lyndon, WA. 98264 BOX WITH 2-GANG PLASTER T Bus. (360) 354-4767 I'EMT RING AND BLANK PLATE. SUPPORT WIRE FAX (360) 354-6794 R. WADI 3 EMi FUTURE CAi 6 ^I�� JUMPER a4 4 II/16'SQUARE x 2 e CABLE 794'DEEP o �q BOX WITH I-GANG PLASTER is RING AND FACEPLATE. T-GRID MEMBER 4 II46'SQUARE x 2!e'DEEP O O TEGULaR CEILING TILE A NEW FIRE STATION FOR: BOX WITH-GANG PLASTER 5'SQUARE x 2tia'DEEP RING AND FACEPLATE. BOX WITH PLASTER _____ _ _ _ _r_ _ CITY OF ARLINGTON BLANK RING AND BLANK PLATE. FACEPLATE `r i---------------i SMOKEY POINT STATION --------------:--= IUTUREWIRELESS ACCESS POINT ARLINGTON. WA. 98223 ---- — -- 11/4'PVC FLOOR BOX FUTURE CAT 6- %� _-------=- JUMPER CABLE ------ SECTION - TYPICAL WALL STUB SECTION - AUDIONVEO WALL STUB GWB CEILING T—BAR CEILING CONTACT PAUL ELLIS SCALE: ,':I'-0' SCALE:1/2':r-0' CAPITAL PROJECTS MANAGER 360-403-4603 DETAIL - WIRELESS ACCESS POINT MOUNTING SCALE:3'=1'-0' PROJECT NUMBER 2046 TO PANEL Sal coNDulr REVISIONS: STUBS 7-8-20 BID SET 1 1/0 Alb GND CAT&A STATION CABLES '6 AWs GND 'STANDOFF RACKS CABLE RACK'DROPOUTS' 'b AM GND CABLE RACK AS REQUIRED. TELEVISION •® • •®• VERTICAL WIRE MANAGEMENT STATION CABLES CONDUliS FRO1 (TYPICAL) ❑ ❑ ❑ ❑ ❑ BUNDLE 4 SUPPORT 0 (I 0 0 0 TO BACKBOARD "'"'-"' ' '- WITH VELCRO STRAPS. BACI BOARD MODULAR PATCH PANEL (48 POR1,1Efd'IINATE CAT6A CA A CABLES.TYPICAL.) 0 0 0 0 SHEET TITLE: ass"R ®® Qul Nr 0 n r I I ELECTRICAL - ELECT IT. ®mmmm,® xoo COMMUNICATIONS DETAILS HORIZONTAL WIRE MANAGEMENT O O Q O O G LE GUN)STIONS AIN 2C (TYPICAL) CAN SPLITTERS A AN 0 0 0 0 EQUIFMENTBACKBOARD OUIENTIN SUTTER EQUIPMENT RACK O PROJECT ARCHITECT: KL VERTICAL WIRE MANAGEMENT DRAWN BY: (DOIBLE SIDED,WIDE,TYPICAU TELECOM ROOM MPE 1A PETAIL BD CHECKED BY: CONDUIT STUBS 5GALE:1/4'= I'O" JULY 8, 2020 rl DATE COMPUTER FILE NAME ELEVATION - MDF IA EQUIPMENT RACK 4 BACKBOARD E _ 5 . 3 + SCALE:I'=1'-0' COPYRIGHT 2—CARLETTI ARCHI—Te.r_S. NOTES: I. LABELING OF TERMINATION HARDWARE WALL BRACKET CABLE RACK A. TERMINATION OF HORIZONTAL F/UTP CABLE IN THE TELECOM ROOM SHALL BE ® SUPPORT (TYPICAL) ON MODULAR PATCH PANELS,48 PORT CAPACITY. BOLT B. ALL HORIZONTAL F/UTP CABLES SHALL BE LABELED WITH CABLE ID NUMBERS ON A CA R W E T T I A E C g I T E C T S P.SS e (TYPICAL) BLUE LABEL INSERT INSERTED IN A TRANSPARENT LABEL COVER AT THE PATCH archbdure,planning,interior design PANEL MODULAR JACK 116 EAST FIR STREET C. LABELS FOR TERMINATION HARDWARE SHALL BE TYPE-WRITTEN. SUITE A ® MOUNT VERNON, WA 98273 D. ALL HORIZONTAL 4 PAIR CABLES SHALL BE LABELED IN ACCORDANCE WITH THE TIA/EIA-606-A LABELING STANDARD.SEE DETAIL,THIS DRAWING. Phane. I3601 424-0394 Fax 13601 424-5726 E. ALL JACKS SHALL BE LABELED AT THE OUTLET FACEPLATE MID THE PATCH PANEL. RACK HANGER SUPPORT K ENGINEERS INC. 3. CROSS CONNECT WIRE 4 WIRE TROUGHS 208 Third Street '' ® Lynden,WA. 98264 A, GABLE MANAGEMENT SECTIONS SHALL BE LOCATED HORIZONTALLY BETWEEN Bus- (360)) 354-4757 ® PATCH PANELS.CABLE MANAGEMENT SECTIONS SHALL BE 2U HIGH. FAX (3M 354-6794 CORNER CLAMP BRACKET ZzGA.5LE RACK 1�-'CA5LE RACK (TYPICAL) R. D (TYPICAL) 1P of WAS I A 3 y � Ocm 01 1 02 OS 04 OS 06 07 OB 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DETAIL DETAIL ��QQQQ�����������������Q oq 5�5794 4 25 26 27 28 29 30 1 31 32 1 33 1 34 1 35 1 36 1 37 1 38 1 39 1 40 41 1 42 1 43 1 44 1 45 46 47 4 2 (TYPICAL) CS ONAL�G O Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q CONDUIT SNUB OR SLEEVES A NEW FIRE STATION FOR: GABLE RACK O STEEL BACK PLATE,BLACK COLOR CITY OF ARLINGTON s (TYPICAL) SMOKEY POINT STATION SWIVEL SPLICE(TYPICAU SWIVEL SPLICE(TYPICAL) O LABEL,PAPER,NON-ADHESIVE,BLUE COLOR I ARLINGTON. WA. 98223 PRINTED TEXT AS APPROVED BY OWNER INSERTED INTO TRANSPARENT LABEL HOLDER - O 8-POSITION,8 CONDUCTOR,JACK(RJ-45),VOICE 4 ja DATA APPLICATIONS,T5688,NON KEYED. U:LL 4O LABEL,PHENOLIC PLASTIC,ADHESIVE,BLACK TEXT CONTACT. ON WHITE LABEL. PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 MODULAR PATCH PANEL COMPONENT LEGEND CABLE RACK (TYPICAL) PROJECT NUMBER 2046 REVISIONS. ® ® ® 0 CORNER CLAMP BRACKET 7-8-20 BID SET SECTION DETAIL a a a SURFACE MOUNTED BOX 2D 44 2 DATA GABLES IC W/FOR1 CABLE 21 r ICIi I I CATbA CABLE CABLE RACK CABLE RACK UNTING PLATE ® ((AGGE 5 POINTS � TYPE)PHONE 4 GABLES j 2 GABLES 1 I GATV CABLE ® i7PICAU IN CEILING SPACES) t l RADIUS DROP I. TERMINATE ALL CONDUCTORS OF ALL GABLES ® EQUIPMENT (TYPICAL) ON RECEPTACLES(JACK INSERTS). EQ SHEET TITLE TYPICAL COMMUNICATIONS OUTLET FACEPLATE CONFIGURATIONS 2. IJACKICABLE FROM IN EACHCH OUTLEE 4 T SHALL RECEPTACLE (JACK INSERT)IN EACH OUTLET SHALL BE HOh1ER11N ELECTRICAL - ® TO THE TELECOM ROOM INDICATED ON THE PLANS, NO SCALE WITHOUT SPLICES OR TAPS.CABLE LENGTH SHALL COMMUNICATIONS DETAILS NOT EXCEED 300'.RE-ROUTE 4/OR PROVIDE ADDITIONAL RACEWAYS AS REQUIRED IF 300'LIMITATION 15 EXCEEDED. ��� 3. OTHER OUTLET FACEPLATE CONFIGURATIONS SHALL ��� 2 O 4-POR7 FACEPLATE,SINGLE GANG,WHITE COLOR BE SIMILAR WITH SIMILAR GABLMG REQUIREMENTS. NUT3 0OUTLET LABEL,PAPER,NON-ADHE5IVE, ® (TYPICAL) y�61� PRINTED TEXT A5 APPROVED BY OWNER 4 a61 LOCK NUT VERTICAL WIRE VERTICAL WIRE O 8-POSITION,8-CONDUCTOR JACK INSERT(RJ-45) FORMAT: RM#-P#:J#-J# ® (TYPICAL) MANAGEMENT MANAGEMENT 4 WASHE ® CATb APPLICATION5,T568A,NON-KEYED,WHITE ® RM#--- MDF OR MDF ROOM IDENTIFIER (1Y ) COLOR ® EQUIPMENT EQUIPMENT WL- PATCH PANEL ALFA DESIGNATION RACK RACK 4O F-SERIES COUPLER,FEMALE/FEMALE SPLICE TYPE ® QUIENTIN $UTTER F-81,VIDEO APPLICATIONS,WHITE COLOR a CONCRETE ANCHOR BOLT J#-- JACK NUMBER DESIGNATION PROJECT ARCHITECT. (TYPICAL) 5 O BLANK INSERT,WHITE COLOR(TYPICAL) (EXAMPLE: IA A:01=CABLE'I ON K L DETAIL DETAIL PATCH PANEL A IN MDF IA DRAWN BY BD CHECKED BY. JULY 8, 2020 NOTE: ELECTRICAL TYPICAL TELECOM RACK pTAILS COMMUNICATIONS OUTLET COMPONENT LEGEND COMMUNICATIONS OUTLET LABELING CONVENTION DATE - SUPPORT,BRACE,ETC,ALL GABLE TRAYS,RUNWAYS,EQUIPMENT RACKS, ETC.A$RECOMMENDED BY THE MANUFACTURER CONSISTANT WITH SCALE 1/4'=1'-0' COMPUTER FILE NAME ,SEISMIC ZONE 4 TO MINIMIZE DEFLECTION IN CABLE TRAYS 4 RUNWAYS, 4/OR AS DIRECTED. 5 . 4 COPYRIGHT 2012 CARLM-1 ARCHITGCT9.P.9. I GE CONTACTOR ENCLOSURE MA I,WITH(U 30A,10 POLE 2'EMT(4"1/0 AWG NTACTOR) .I"b AWG GND) CAKLETTo ARCHITECTS P.S. AN AN architecture,planning,interior design NCI NC2 $ 116 EAST FIR STREET SUITE A EMT(a"3 AWG MOUNT VERNON. WA. 98273 8 AIWG GND) rEMTra"110If Phone: 13* 424-0394 Fax: I360 424-5726 TO BLDG.STEEL 4 METALLIC P���I''P���I```NG l i 2'z'EMT 14 1150 D)KCMIL 1"1'EMT(4"3 AXa I .I"4AW$GND) .1"aalusGND) K ENGINEERS INC. �I- 208 Third Street "2 0 AWG GND Lyndon, WA. 98264 Bus. (360) 354-4757 -SURGE ARRESTOR FAX (360) 354-6794 I'"4'GRS(CD., MAIN PORTABLE ENGINE-GENERATOR 5E1 C.T.METER BASE- - (FURNISHED BY OWNER UNIT WILL PUD METERING) PANEL AUTO AN FUTURE A FUTURE FUTURE BE DELIVERED TO THE 511E BY THE O NA TRANS. SA IPAlELI N@ IPANELI IPANELI TA R DI D OWNER REFER TO SPECIFICATIONS Ci. SWITCH 1P gF was A A M)UNITED FOR CONTRACTOR REQUIREMENT5.) ENCLOSU� ATS v i� 4��G TRANSFORMER J _ L GENERATOR RECEPTACLE O 2'GR5(4"1/0 AWG 44)94 ITT 3-4'GR5(EACH "6 AWG GND • 'b AWS GND) °,S Ts're WITH 4"300 KCMIL) TONAL "4 AWfa GND- ---------- i�ia'GRS(CD.,SPAREI _ A NEW FIRE STATION FOR: CONNECT TO RiRCEL6oW5 CITY OF ARLINGTON 3-4'PVC(EACH FOUNDATION 4 Gi RISERS 3'PVC(4'250 KCMIL SMOKEY POINT STATION WITH 41300 KCMIL) REBAR (TYPICAL) .I"4 AW_1 GND) ARLINGTON. WA. 98223 GROUND RODS A& (SPACED®10'0'0cJ CONTACT: PAUL ELLIS ELECTRICAL - POWER SYSTEM RISER DIAGRAM CAPITAL PROJECTS MANAGER 360-403-4603 SCALE: NONE CURRENT TRANSFORMER ENCLOSURE ELECTRICAL ROOM EXISTING PORTABLE ENGINE GENERATOR SET(PROVIDED BY OWNER) EXTERIOR PANEL SA(STANDBY POWER) ELECTRICAL ROOM PROJECT NUMBER 204E VOLTAGE: 20120V,3 PH,4 W ELECTRICAL LOAD COIN.LOAD AI DEMAND DEMAND VOLTAGE: 201 V,3 PH,4 W CONTROLS: ELECTRICAL LOAD CONN.LOAD VA DEMAND DEMAND VOLTAGE: 2013 PH,4 W FEEDERBRANCH CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND CALCULATION EXIST. NEW TOTAL FACTOR LOAD A RATING: 75 KW,94 KVA RUN STOP-REMOTE SWITCH CALCULATION EXIST. NEW TOTAL FACTOR LOAD(VA) TYPE: PANELBOARD SOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A ENCLOSURE: NEll Lighting 0.1 7113.0 7111 1.25 113.1 TYPE: DIESEL COOLANT TEMP.GAUGE Lighting 0.0 5819.0 5819.0 1.00 5819.0 ENCLOSURE: NEMA1 FULL AIC RATING: 10.000A Lighting 0.0 5819.0 5819.0 1.25 1273.8 MOUNTING: SURFACE Gan.Purpoe.OWets(First 10"A) 0.0 10000.0 10000.0 1.o0 10000.0 F IEL D CIRCUIT BREAKER Gen.Purpose Outlets(First 10KVA) 0.0 10000.0 10000.0 1.00 10000.0 MOUNTING SURFACE SERIES AIC RATING: 22,000A Gen.Purpose Outlets(First10KVA) 0.0 100190 10000.0 1.00 I.'M0 REVISIONS: Gen.Purpose Outlets(Remaind.,) 0.0 21485.0 21485.0 0.50 10742.5 ENCLOSURE: OUTDOOR WEATHERPROOFDC VOLTMETER Gen.Purpose Outlets(Remaintler) 0.1 1411 14825.0 0.50 112.5 Gen.Purpose Outlets(Remaind.,) 0.0 14825.0 14825.0 0.50 7412.5 CONTINUOUS RATING: 600A Special Pupose Outlets 0.0 12393.2 12393.2 1.00 12393.2 TRAILER MOUNTED RUNNING TIME METER Special Purpose Outlets 0.0 1440.0 1440.0 1.00 1440.0 BUSSING: MANUFACTURER'S STANDARD SPECIAL PROVISIONS: Special Purpose Outlets 0.0 1440.0 1440.0 1.00 1440.0 7-8-20 BID SET Mechanical Equipment 0.0 59325.0 59325.0 1.00 59325.0 OIL PRESSURE GAUGE Mechanical Equipment 0.0 32040.1 32040.1 1.00 32040.1 CONTINUOUS RATING: 400A Mechanical Equipment 0.0 32040.1 32040.1 1.00 32040.1 PER PUGETSOUNDENERGY Kitchen Equipment&Appliances 0.0 12356.0 12356.0 0.65 8031.4 FAULTRESETSWITCH Kitchen Equi pment&Appliances 0.0 1128.0 1121.0 IS5 5283.2 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.1 1128.1 1128.0 OS5 5283.2 REQUIREMENTS Miscellaneous 0.0 9112.5 9112.5 1.00 9112.5 HEATER: ENGINE COOLANT(120V) CYCLE CRANKING Miscellaneous 0.0 7710.0 7710.0 1.00 7710.0 SERIESAICRATING 22,000A Miscellaneous 0.0 7710.0 7710.0 1.00 7710.0 ENGINE FAULT&PRE-FAULT GROUND BAR 25%Largest Motor 3897.1 SUITABLEFOR USEASSERVICE FUELTANK: TRAILER MOUNTED INDICATION PER(NFPA 110) MAN: LUGS ONLY ENTRANCE EQUIPMENT TOTAL LOAD 0.0 131834.6 131834.6 118558.3 APPROX.40 GALLONS LOCATION: BOTTOM TOTAL LOAD 0.1 79 ' 799M 1 75056.6 TOTAL AMPS 0.0 365.9 365.9 329.1 FUEL GAUGE MAIN CIRCUITBREAKER: TOTALAMPS 0.0 222.0 222.0 208.3 1 @ 250A,3 POLE TOTAL LOAD 0.0 79962.1 ]99fi2.1 69704.8 BATTERYCHARGER(120V) TOTAL AMPS N 222.0 222.0 193.5 COIN. FEEDERBRANCHCIRCUIT BKR CKT BUS CKTI FEEDERA3RANCHCIRCUIT CONK LOAD A DESCRIPTION NOS AMPrP NO PHASE NO DESCRIPTION NOa LOAD A MAIN PANEL NA ELECTRICAL ROOM 1560 LTG-ROOM5101-105 2011 1 A 2 OUTLET-APPBAYUI CORD DROP 180.0 VOLTAGE: 208Y/120V,3 PH,4 W FEEDERBRANCH CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND 1710.0 LTG-APPARATUS BAYS 2011 3 B 4 OUTLET-APP Rai CORD DROP 1 180.0 TYPE: PANELBOARD BOLT-ONCIRCUITBREAKERS CALCULATION FJ(IST. NEW TOTAL FACTOR LOAD A AUTOMATIC TRANSFER SWITCH ELECTRICAL ROOM 1016.0 LTG-BUILDING MTD.EXTERIOR 20A 5 C 6 OUTLET-APP BAY#3 CORD DROP 1 180.0 ENCLOSURE: NEMA1 FULL All RATING: 10,000A Lighting 0.1 1111 11630 1.21 8953.8 VOLTAGE: 208Y/120 V,3 PH,4 W METERS(DOOR MOUNTED): ELECTRICAL LOAD COIN.LOAD A DEMAND DEMAND 191.5 LTG-SITE POLES&SKYJ 202 7 A 8 MOUNTING: SURFACE SERIES AIC RATNG: 22,000A Gen.Purpose Oudets(First 10 KVA) 00100000 '0000010100000RATING: 260AMPS,3POLE,4 WIRE VOLTMETER CALCULATION EXIST. NEW TOTAL FACTOR LOAD A 191.5 9 8 10 SPARE 0.0 Gen.Purpose Outlets(Remaindi 0.1 21485.1 21411.0 0.50 10742.5 APPLICATION: UTILITVTOGENER.ATOR AMMETER Lighting 0.0 5819.0 5819.0 1.25 7273.8 0.0 SPARE ZOA 11 C 12 SPARE 0.0 BUSSING MANUFACTURER'S STANDARD SPECIAL PROVISIONS: Special Pupose Outlets 0.0 12383.2 12393.2 1.00 12393.2 FREQUENCYMETER Gen.Purpose Outlets(First 10 KVA) 0.0 10000.0 10000.0 1.001000009000OUTLETS-RISER ROOM&SE APP BAY 20A 13 A 14 OUTLETS-SOUTH APP BAY,SCBA,WORKSHOP 900.0 CONTNUOUS RATING: 600A Mechanical Equipment 00 59325.0 59325.0 1.00 59325.0 ENCLOSURE: NEMA1 PHASE SELECTOR SWITCH Gen.Purpose Outlets(Remainder) 0.0 14121.0 1412501.50 7412.5 72(W OUTLETS-NE APP BAY 2011 15 B 16 OUTLETS-AIR COMPRESSOR 180.0 FULL AIC RATING: 22,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 00 1235fi.0 12356.0 0.65 8031.4 MOUNTING: SURFACE Special Purpose Cutlets 0.0 1440.01440.0 1001440072(1 OUTLETS-NW APP BAY 2011 17 C 18 OUTLETS-WORKSHOP BENCH 360.0 SERIESAIC RATING: NONE Miscellaneous 0.0 9112.5 9112.5 1.00 9112.5 STATUS INDICATORS: Mechanical Equipment 00 32040.1 32040.1 1.00 32040.1 0.0SPARE 20/1 19 A 20 SPARE 0.0 GROUND BAR 25%Largest Motor 3897.1 SOURCE OK Kitchen Equipment&Appliances 0.0 8128.1 8128.0 1.65 5283.2 0.0 SPARE 20A 21 B 22 20A SPARE 0.0 MAN: CIRCUIT BREAKER SOURCE 2OK Miscellaneous 0.0 7710.0 7710.0 1.00 7110.0 500 AIR CLEANER CONTROL PANEL 20A 23 C 24 20A SPARE 0.0 CONTINUO US RATING: 600A SURAB LE FOR USE AS SERVICE EXERCISER CLOCK GENERATOR SET SIGNAL 25%Largest Motor 1564.0 AIR VACUUM AVA-APPARATUS BAY 20/1 25 A 26 20A ELECTRIC HEATER EH-1 501 FULL AIC RATING: 22,000A ENTRANCE EQUIPMENT MASTER NAMEPLATE TRANSFER TIMING 1564.0 AIR VACUUM AV-2-APPARATUS BAY MA 27 B 28 302 HEAT PUMP CIL2-OUTDOOR 2501 SHEET TITLE: SERIES AIC RATING: NONE TOTAL LOAD 0.0 131834.E 131834.E 122455.4 TRANSFER COMPLETE 1564.0 AIR VACUUM AV-3-APPARATUS BAV 20/I 29 C 30 2500.0 LOCATION: BOTTOM TOTAL AMPS 0.0 365.9 385.9 339.9 RE TRANSFER TIMING TOTAL LOAD 0.0 79982.1 79962.1 71159.5 151 AIR VACUUM AV-4-APPARATUS BAY 20A 31 A 32 20H VRF CONTROL POWER 50.0 TIMING FOR STOP TOTAL AMPS 0.0 222.0 222.0 197.5 151 AIR VACUUM AV-5-APPARATUS BAY 20A 33 B 34 20H FIREALARMGONG BELL 50.0 GOWN. FEEDERBRANCHCRCUR BKR CKT BUS CKT BKR FEEDERSRANCHCIRCUR COIN. 379.5 UNIT HEATER UH-1 APPARATUS BAY 2011 35 C 36 20I1 SPARE 0.0 ELECTRICAL - RISER DIAGRAM LOAD A DESCRIPTION uon- AMP, NO PHASE NO AMP/P DESCRIPTION ao� LOAD A 379.5 UNIT HEATER UH-2 APPARATUS BAY 2011 37 A 38 SPACE 0.0 0.0 SPACE FOR FUTURE USE(MIN.10013 BREAKER) 1 A 2 3013 SURGEARRESTOR 0.0 9200 DOOR OPERATOR-MY1 Mn 39 B 40 SPACE 0.0 & PANEL SCHEDULES 0.0 3 B 4 0.0 920.0 41 C 42 SPACE 0.0 0.0 5 C 6 0.o 920.0 DOOR OPERATOR-BAY2 212 43 A 44 701 CONDENSING UNIT C(YI-OUTDOOR 5196.2 0.0 SPACE FOR FUTURE USE(MIN.100/3 BREAKER) 7 A 8 SPACE FOR FUTURE USE(MIN.101 BREAKER) 0.0 920.0 45 B 46 1 5116.2 0.0 9 B 10 0.0 920.0 DOOR OPERATOR-BAY 3 202 47 C 48 "96.2 0.0 11 C 12 0.0 820.0 49 A 50 1D013 PANEL SB1&S82-SECOND FLOOR ELECTRICAL ROOM 14274.0 0.0 SPACE FOR FUTURE USE(MIN.11 BREAKER) 13 A 14 Sol SCBACOMPRESSOR 3718.1 920.0 DOOR OPERATOR-BAY4 202 51 B 52 1 12599.8 0.0 15 B 16 3718.1 920.0 53 C 54 8145.8 0.0 17 C 18 3718.1 3844.8 PANEL NB1-MAIN ELECTRICAL ROOM 1501 19 A 20 15013 PANEL NCI&NC2-SECOND FLOOR ELECTRICAL ROOM 11675.7 MAIN LUGS 2249.E 1 21 6 22 1 10807.2 924.6 23 C 24 11416.7 0.0 SPACE FOR FUTURE USE(MIN.25013 BREAKER) 25 A 26 250( PANEL SA-MAIN ELECTRICAL ROOMNIAATS) 27875.2 NOTES: 0.0 (FUTURE PANEL EV) 2] B 28 29215.5 (1) GROUND-FAULT CIRCUIT INTERRUPTER. 0.0 29 C 30 22871.5 MAIN CIRCUIT BREAKER QUIENTIN SUTTER PROJECT ARCHITECT: KL DRAWN BY: BD CHECKED BY: JULY 8, 2020 DATE COMPUTER FILE NAME E - 6 . 1 + COPYRIGHT 2019 CARLCTTI ARCHITCCTG.PG. PANEL SB1 STANDBY POWER) SECOND FLOOR ELECTRICAL ROOM PANEL NB1 ELECTRICAL ROOM VOLTAGE: 20BY112V,3 PH,4W FEEDERIBRANCH CIRCUITDEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND VOLTAGE: 208YM2V,3PH,4W FEEDERSRANC H CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND TYPE'. PANELBOARD BOLT-ON C IRC UIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A TYPE: PANELBOARD BOLTON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A ENCLOSURE: NEMA1 FULL AIC RATING. 10,000A Lightlng 0.0 25540 2554.0 1.25 31925 ENCLOSURE: NEMA1 FULL AIC RATING. 10,000A Lighting 0.0 0.0 0.0 1.25 0.0 MOUNTING: SURFACE SERIES AIC RATING. 22,000A Gen.Purpose Outlets(First lO KVA) 0.0 10000.0 10000.0 1.00 10000.0 MOUNTING: SURFACE SERIES AIC RATING. 22,000A Gen.Purpose Outlets(Final 10 KVA) 0.0 1000.0 1080.0 1.00 1080.0 Gen.Purpose Dulles(Reminder) 0.0 11045.0 11045.0 0.50 55223 Gen.Purpose Outlets(Reminder) 0.0 0.0 0.0 0.50 0.0 BUSSING MANUFACTURERS STANDARD SPECIAL PROVISIONS: Sped el Purpose Outlets 0.0 720.0 720.0 1.00 720.0 BUSSING: MANUFACTURERS STANDARD SPECIAL PROVISIONS: Special Purpose Outlets 0.0 33032 3303.2 1.00 33032 CONTNUOUS RATING: 225A Mechanical Equipment 0.0 2322.6 2322.6 1.00 23226 CONTINUOUS RATING: 225A MechanicalEquipment 0.0 1033.0 1033.0 1.00 1033.0 FULL AIC RATING: 10,ODOA MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 8128.0 8128.0 0.65 5283.2 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 0.0 OA 1.00 0.0 y+ P.S.SERIES AIC RATING: 22,000A Maceleneous 0.0 250.0 250.0 1.00 250.0 SERES AIC RATING: 22.000A Mscellaneous 0.0 14025 1402.5 1.00 14025 (CARLBTTi ARCHITECTS P GROUND BAR 25%Largest Motor 2070 GROUND BAR 25%Largest Motor 558.4 archheCNre,planning,interior design MAN: LUGS ONLY MAN: LUGS ONLY LOCATION: BOTTOM SUB-FEED LUGS TOTAL LOAD 0.0 350195 350195 27/975 LOCATION: BOTTOM TOTAL LOAD 0.0 8818.7 8818.7 7377.1 TOTAL AMPS 0.0 1 972 1 972 763 TOTAL AMPS OD 1 18.9 1 18.9 1205 116 EAST FIR STREET CONN. FEEDERSRANCH CRCUR BKR CKT BUSCKT BKR FEEDERBRANCHCRCUrr CONN. CONN. FEEDERSRANCHCRCUIT BKRCKTBUSCKTBKR FEEDERBRANCHCRCUIT SUITE A LOAD A) DESCRIPTION 'o'a AMPRI NO PHASE NO AMPIP DESCRIPTION a� LOAD A LOAD DESCRIPTION "� AMPIP NO PHASE NO AMP/P DESCRIPTION r MOUNT VERNON, WA. 98273 7104.0 SUB-FEED LUGS PANELSB2 7199.8 SUB-FEED LUGS FUTURE PANEL NB2 4610.8 Phone. 3601 424-0394 0.0 SPARE 20M 1 A 2 20A OUTLETS-REPORTS 720.0 1000.0 GENERATOR BLOCK HEATER 20M 1 A 2 20A ELECTRIC HEATERSEH2&EH3 FOX. 360 424-5726 0.0 SPARE 20A 3 B 4 20A OUTLETS-REPORTS 540.0 402.5 GENERATOR BATTERYCRARGER 20M 3 B 4 20M EXHAUST FAN EF-1 0.0 SPARE 20A 5 C 6 20A OUTLETS-POLICE 720.0 180.0 OUTLET-BELOW PANEL 20M 5 C 6 20A SPARE 720.0 OUTLETS-EMS STORAGE DINING 20A 7 A 8 20A OUTLETS-POLICE CONTROLLED 720.0 0.0 SPARE 20M 7 A 8 20A OUTLETS-HALL DECON720.0 OUTLETS-DAYROCM 20A 9 B 10 20A SPARE 0.0 0.0 SPARE 2)/1 9 B 10 20A GEAR DRYING CABNET-DECON 0.0 SPARE 20A 11 C 12 20A SPARE 0.0 0.0 SPARE 2W 11 C 12 1513 EXTRACTOR-DECON 744.6 K ENGINEERS INC. 0.0 SPARE 20A 13 A 14 20A OUTLETS-OFFICE CONTROLLED 1440.0 0.0 SPARE 20M 13 A 14 i 7415 0.0 SPARE 20A 15 B 16 20A OUTLETS-OFFICE 137 720.0 0.0 SPARE 2D/I 15 B I I 744B 208 Third Street 0.0 SPARE 20M 17 C 18 20A OUTLETS-OFFICE 138 720.0 0.0 SPARE 20/1 17 C 18 20M SPARE 0.0 Lynden, WA. 98264 0.0 SPARE 20M 19 A 20 20A OUTLETS-OFFICE CONTROLLED 1 220.0 0.0 SPARE 20M 19 A 20 20M SPARE 0.0 BUS. 360 354-4757 0.0 SPARE 20A 21 B 22 20A OUTLETS-OFFICE 139 720.0 0.0 SPARE 20M 21 B 22 2011 SPARE 010 FAX �360; 354-6794 0.0 SPARE 2M 23 C 24 20A OUTLETS-OFFICE 140 900.0 0.0 SPARE ZOM 23 C 24 2011 SPARE 0.0360.0 OUTLETS-COMM RACK 20A 25 A 25 20A OUTLETS-CONFERENCE CONTROLLED 720.0 0.0 SPACE 25 A 26 SPACE 0.0 380.0 OUTLETS-COMMRACK 20A 27 B 28 21M OUTLETS-CONFERENCE 720.0 0.0 SPACE 27 B 28 SPACE0.0 0.0 SPARE 20A 29 C 30 20A OUTLETS-CONFERENCE FLAT PANEL 180.0 0.0 SPACE 29 C 30 SPACE0.0 R. D 150.0 FREALARMPANEL 20A 31 A 32 20A OUTLETS-OFFICE 132 CONTROLLED 720.0 0.0 SPACE 31 A 32 SPACE0.0 lQ' FWASI A 720.0 OUTLETS-ELECT ROOM&STORAGE 20A 33 B 3< 20A OUTLETS.OFFICE 132 720.0 0.0 SPACE 33 B 34 SPACE0.0 0.0 SPARE 20A 35 C 38 20A OUTLETS-KITCHEN RESTROOMS HALL BOOS 0.0 SPACE 35 C 36 SPACE0.0 c 0.0 SPARE 20A 37 A 36 ZOM SPARE OA 0.0 SPACE 37 A 38 SPACEOA 180.0 GAS WATER HEATER WH1 20A 39 B 40 20M .PARE 0.0 0.0 SPACE 39 B 40 SPAC OA 115.0 WATER CRC PUMP CP-1 20A 41 C 42 20M ISPARE 0.0 0.0 SPACE 41 C 1 42 SPACE 0.0 110W 4 94 MAN LUGS MAN LUGS �SSION" PANEL SB2 STANDBY POINEM SECOND FLOOR ELECTRICAL ROOM PANEL NC1 SECOND FLOOR ELECTRICAL ROOM VOLTAGE: 208Y1121V,3 PH,4W FEEDERBRANCH CIRCUIT DEVICES; ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND VOLTAGE: 208YM 20V,3 PH,4W FEEDERSRANCHCRCURDEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND TYPE: PANELBOARD BOLTONCIRCUITBREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD A TYPE: PANELBOARD BOLTONCIRCUrTBREAKERS CALCULATION EXIST NEW TOTAL FACTOR LOAD A ANEW FIRE STATION FOR. ENCLOSURE: NEMA1 FULL AIC RATING'. 10,000A Lighting 0.0 2554.0 2554.0 1.25 31925 ENCLOSURE: NEMA1 FULL AIC RATNG: 10,000A Lighting 0.0 1344A 1344.0 1.25 1680.0 MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen.Purpose OMlets(First lO KVA) 0.0 6105.0 6105.0 1.00 6105.0 MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen,Purpose Outlets(First lO KVA) 0.0 5500.0 5580.0 1.00 5580.0 CITY OF ARLINGTON Gen.Purpose Outlets(Reminder) 0.0 0.0 0.0 0.50 0.0 Gen.Purpose outlets(Reminder) 0.0 0.0 0.0 0.50 0.0 BUSSING: MANUFACTURERS STANDARD SPECIAL PROVISIONS: Special Purpose Outlets 0.0 0.0 0.0 1.00 0.0 BUSSING MANUFACTURERS STANDARD SPECIAL PROVISIONS: Special Purpose Outlets 0.0 7650.0 7650.0 1.00 7650.0 SMOKEY POINT STATION CONTINUOUS RATING: 225A Mechanical Equipment 0.0 2027.6 2027.6 1.00 2027.6 CONTINUOUS RATING: 225A hechameal Equipment 0.0 150973 15097.5 1.00 150975 ARLINGTON, WA. 98223 FULLAIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 8128.0 8128.0 0.65 52832 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 4228.0 4228.. 1.00 4228.0 SERIESAIC RATING: 22,000A Miscellaneous 0.0 100.0 100.0 1.00 100.0 SERIESAICRATING: 22,000A Mscelanecus 0.0 0.0 0.0 1.00 0.0 GROUND BAR 25%Largest Motor 207.0 GROUND BAR 25%Largest Motor 155.0 MAN: LUGS ONLY MAN: LUGS ONLY LOCATION: TOP TOTAL LOAD 0.0 18914.6 189145 169153 LOCATION: BOTTOM TOTAL LOAD 0.0 338995 33899.5 343905 TOTAL AMPS 0.0 525 525 47.0 TOTAL AMPS 0.0 94.1 94.1 955 CONN, FEEDERSRANCHCIR BKR CKT BUS CKT BKR FEEDERSRANCHCRCUIT CONN. CONN. FEEDERSRANCHCIR BKR CKT BUS CKT BKR FEEDERBRANCHCRCUR CONN. CONTACT. LOAD DESCRIPTION rn� AMPIP NO PHASE NO AMPR DESCRIPTION "� LOAD A LOAD A DESCRIPTION a°ur AMP1P NO PHASE NO AMPIP DESCRIPTION NOrs LOAD(VA 3730.0 PAUL ELLIS MAN LUGS SUB-FEED LUGS PANEL NC2 22455 3400.0 CAPITAL PROJECTS MANAGER 1320.0 LTG-IST FLOOR SOUTH 20M 1 A 2 2011 SIR OUTLETS-REFRIGERATOR 2 900.0 1000.0 DUCT HEATERDH-1 2/3 1 A 2 20M LTG-FITNESS&TRANNG 939.9 360-403-4603 1108.0 LTG-FIRST FLOOR NORTH STAR ELECT 20A 3 B 4 MI an OUTLETS-REFRIGERATOR 2 900.0 1000.0 i 3 B 4 20M LTG-2ND FLOOR STORAGE 405.0 126.0 LTG-SLEEPERS 1 20MAF 5 C 6 2IVIGFl OUTLETS-REFRIGERATOR 2 900.0 1000.0 5 C 6 20M SPARE 0.0 540.0 OUTLETS-SLEEPER 121 1 20MAF 7 A 8 2111 GFI OUTLETS-KITCHEN ISLAND 2 3 360.0 1000.0 DUCT HEATER DH-2 20/3 7 A 8 20M SPARE 0.0 540.0 OUTLETS-SLEEPER 122 1 05AF 9 B 10 2111 OR OUTELTS-KITCHEN ISLAND 2 3 360.0 1000.0 i 9 B 10 20M SPARE 0.0 540.0 OUTLETS-SLEEPER 123 1 2011 AF 11 C 12 2111 OR OUTLETS-KITCHEN COUNTER 2 3 360.0 1000.0 1 11 C 12 20M SPARE 0.0 540.0 OUTLETS-SLEEPER 124 1 2N AF 13 A 14 =I GFl OUTLETS-MICROWAVE (2)(3) 1200.0 666.7 DUCT HEATER DH-3 2013 13 A 14 20A SPARE 0.0 540.0 OUTLETS-SLEEPER 125 1 2Y1 AF 15 B 16 2111 Fl OUTLETS-DISHWASHER 2 1200.0 668.7 i 15 B 16 20M SPARE 0.0 510.0 OUTLETS-SLEEPER 126 1 2Y1 AF 17 C 18 2YI GM OUTLETS-DISPOSAL 2 828.0 B86.7 17 C 18 20M 3PARE 0.0 540.0 OUTLETS-SLEEPER 127 1 26MAF 19 A 20 2111 GFI OUTLETS-NSTAHOT 2 1000.0 310.0 DOAS VENTILATOR DOHS-1 152 19 A 20 20M OUTLETS-FITNESS 142 720.0 0.0 SPARE 1 26MAF 21 B 22 2111 GFI RANGE HOOD RHI 2 345.0 310.0 1 21 B 22 20M OUTLETS-FITNESS 142 720.0 PROJECT NUMBER. 2046 0.0 SPARE 1 2011 AF 23 C 24 2111 OR OUTLETS-KITCHEN COUNTER 2 3 360.0 310.0 DOAS VENTILATOR DOAS-2 15n 23 C 24 20M OUTLETS-FITNESS 142 540.0 0.0 SPARE 2M 25 A 26 2111 OR OUTLETS-KITCHEN COUNTER 2 3 540.0 310.01 1 25 A 26 20M SPARE OA 0.0 SPARE 2M 27 B 28 =I GFl OUTLETS-MICROWAVE 2 1200.0 170.0 DOAS VENT4ATOR DOHS-3 152 27 B 28 20M SPARE OA 0.0 SPARE 2M 29 C 30 =I GFl SPARE 0.0 170.0 1 29 C 30 20A SPARE 0.0 0.0 SPARE 20A 31 A 32 20A OVEN GAS SOLENOID50.0 0.0 SPARE 2M7 31 A 32 20A SPARE 0.0 REVISIONS., 0.0 SPARE 20A 33 B 34 20A SBOGASSOLENOD 50.0 0.0 SPARE 2011 33 B 34 302 DRYER-LAUNDRY 2250.0 0.0 SPARE 20A 35 C 36 20A SPARE 05 500.0 ELECTRIC HEATERSEH5 2/1 35 C 36 2250.9 7-$-20 BID SET 0.0 SPARE 20M 37 A 38 20A SPARE 05 1500.0 ELECTRICHEATERSEH67 2/1 37 A 38 20A WASHER-LAUNDRY 1500.0 0.0 SPARE 2M 39 B 40 2M SPARE 0.0 1500.0 ELECTRIC HEATER EH6 21M 39 B 40 20M OUTLETS-LAUNDRY ROOM 540.0 0.0 SPARE 21M /I C 42 21M SPARE 0.0 1500.0 ELECTRIC HEATER EH9 2W N C 42 20M SPARE 0.0 0.0 SPACE43 A 44 2M EXHAUSTFANS EF-3 EF-4 EF-5 114.0 0.0 SPACE45 B 48 152 FAN COL INDOOR UNITS&BRANCH CONTROLLERS 9565 MAN LUGS 0.0 SPACE47 C 48 956.8 0.0 SPAC 49 A 50 SPACE 0.0 0.0 SPAC 51 B 52 SPACE 0.0 0.0 SPAC 53 C 54 SPACE 0.0 PANEL NC2 SECOND FLOOR ELECTRICAL ROOM NOTES, VOLTAGE: 208YM 21V,3 PH,4W FEEDERSRANCHCRCURDEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND(1) ARC-FAULTCRCUITINTERRUPTER. TYPE: PANELBOARD BOLTONCIRCUITBREAKERS CALCULATION EXIST NEW TOTAL FACTOR LOAD(VA) (2) GROUND-FAULTCRCUIT INTERRUPTER. ENCLOSURE: NEMA1 FULL AIC RATING 10,000A Lighting 0.0 0.0 0.0 1.25 0.0 (3) VIA KITCHEN CONTACTOR MOUNTING: SURFACE SERIES AIC RATING: 22,000A Gen.Purpose Outlets(First lO KVA) 0.0 30B0.0 .0.0 1.00 3060.0 Gen.Purpose outlets(Reminder) 0.0 0.0 0.0 0.50 0.0 BlIWNG. MANUFACTURERS STANDARD SPECIAL PROVISIONS'. Special Purpose Outlets 0.0 1650.0 1650.0 1.00 1650.0 CONTTNUOUSRATING: 225A Mechanical Equipment 0.0 5175 517.5 1.00 5175 FULL AIC RATING: 10,000A MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 4228.0 4228.0 1.00 4228.0 SERE ce SAICRATING: 22,000A Mshneous 0.0 0.0 0.0 1.00 0.0 GROUND BAR 25%Largest Motor 207.0 MAN: LUGS ONLY LOCATION: TOP TOTAL LOAD 0.0 94555 9455.5 96625 TOTAL AMPS 0.0 282 262 26.8 CONN, FEEDERSRANCHCRAII BKR CKT BUS CKT BKR FEEDERBRANCHCRCUTT CONN. SHEET TITLE: LOAD A DESCRIPTION - AMP/P NO PHASE NO AMP/P DESCRIPTION r LOAD A MAN LUGS ELECTRICAL - PANEL SCHEDULES 900.0 OUTLET-BREAK ROOM REFRIGERATOR 1 =I GFl 1 A 2 20/1 SPARE 0.0 180.0 OUTLET-BREAK ROOM COUNTER 1 =I GFl 3 B 4 20A SPARE OA 1200.0 DISHWASHER-BREAKROOM 1 20M GFI 5 C 6 20A SPARE OA 1000.0 NSTA-HOT-BR(AKROOM 1 20H GFI 7 A 8 20M OUTLETS-TRANNG ROOM 9005 828.0 DISPOSAL-BREAKROOM 1 20M GFI 9 B 10 20M OUTLETS-TRAINING ROOM 72010 1200.0 MICROWAVE-SREAKROOM 1 20M GFI 11 C 12 20/1 OUTLETS-TRAINING ROOM 1080.0 180.0 OUTLET-BREAKROOA COUNTER 1 211 GFI 13 A 14 20/1 OUTLETS-TRAINING ROOMFLATPANEL 750.0 0.0 SPARE 1 211 GFI 15 B 16 2YI GFIDRINKING FOUNTAIN-VESTIBULE 1 5175 0.0 SPARE 1 M1 GFI 17 C 18 20tI SPARE 0.0 0.0 SPACE 19 A 20 SPAC 05 0.0 SPACE 21 B 22 SPACEI 05 0.0 SPACE 23 C 24 SPACEI 05 0.0 SPACE 25 A 28 SPAC OA 0.0 SPACE 27 B 28 SPAC 0.0 0.0 SPACE 29 C1§2SPAC AC 0.0 0.0 SPACE 31 A AC 0.0 0.0 SPACE 33 B AC 0.0 0.0 SPACE 35 CAC 0.0 0.0 SPACE 37 A AC 0.0 0.0 SPACE 39 a AC 0.0 0.0 SPACE 41 CAC OA 0.0 SPACE 43 A AC 0A QU[ENTIN SLITTER 0.0 SPACE 45 B AC 0.0 PROJECT ARCHITECT: 0.0 SPACE 47 CAC 0.0 0.0 SPACE 49 A AC 0.0 K L 0.0 PACE 51 B AC 0.0. DRAWN BY: 0.0 SPACE 53 C 54 15PACEl 0.0 NOTES: BD (1) GROUND-FAULTCRCUIT INTERRUPTER. CHECKED BY. JULY 8, 2020 DATE COMPUTER FILE NAME E - 6 . 2 + COPYRIGHT 2010 CARLET71 ARCHITECTS.P.S. NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY TI APPROVED PERMIT#: '- AM�M DATE: Z(1•Z-OZ 7 OBADDRESS:4ZZ6J ICI T �� i;�AOC> LOT#: PROJECT: � i Lt GJ TYPE OF INSPECTION: OTHER: - ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 Ko INSPECTOR DATE 0 PLANNING 0 CIVIL BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: 2-,)j Cl AM PM DATE: I JOB ADDRESS: �Z"v ` �� �1-f i� V4- LOT#: PROJECT: L' TYPE OF INSPECTION: OTHER: Gi I_JC_ -;-)(!go --1, ,L zz ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 11/ INSPECTOR DATE O PLANNING M CIVIL D RUILDING CITY OF ARLINGTON NOTICE V" TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ,O APPROVED PERMIT#: ❑ AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 Zl J-O 2 INSPECTOR 7 DATE p PLANNING Cl CIVIL p BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY L/I APPROVED [PERMIT#: AM ❑ PM DATE: JOB ADDRESS: ���C i - i✓ �' '� IJ LOT#: PRO ECT- L c �tL'I TYPE OF INSPECTION: J I LL(4 y �iv l'' OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ,l ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION LJ/11,L A-W!- 2)2L U THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY- FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING o CIVIL o BUILDING CITY OF ARLINGTON �c. NOTICE V/ TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY APPROVED PERMIT#: `) l ❑ AM r❑ PM DATE: , JOB ADDRESS: L1 LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $SO REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3SS1 ❑ CALL FOR REINSPECTION Po6)A i S� THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE PLANNING O CIVIL XBUILDING T N o CITY OF ARCING O , c NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ©APPROVED PERMIT Q'AM ❑ PM DATE: `.. JOB ADDRESS: LOT#: PROJECT: ':ITT,I,;, Y) TYPE OF INSPECTION: i-- OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING O CIVIL OfBUILDING CITY OF ARLINGTON yet �cc NOTICE Y TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED O DO NOT OCCUPY OAPPROVED �r PERMIT#: � -I .�=-- AM PM .DATE: OB ADDRESS: ��Z Z4^ /,) c; LOT#: PROJECT: ilu ` 4 q) TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION l2Z MVI IJel- 0�_Fb2� &5-r o C�FIt I�l�i"to THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 11 � INSPECTOR DATE 0 PLANNING O CIVIL BUILDING CITY OF ARLINGTON ' CITY OF ARLINGTON 18204 59th Avenue NE,Arlington, WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3239 4228 Slst Avenue NE(Airport Blvd.) Permit Expiration Date: 12/14/2020 Parcel#: 31052100202000 Valuation: 1004944.00 OWNER APPLICANT CONTRACTOR ARLINGTON CITY OF City of Arlinngton HB Hansen Construction,Inc 18204 59TH DRIVE NE 238 N Olympic Avenue PO Box 226 ARLINGTON,WA 98223 Arlington,WA 98223 Lynden,WA 98264 360-424-0394 ext. 101 LIC:HBHANCI995BW EXP:04/23/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 2 CONST. TYPE: VB DWELLING UNITS: OCC GROUP: B, S-1,R-2 BUILDINGS: I OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation, guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. 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/IRCI l0. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Phil Lohrer 9/22/20 Signature Print Name Date Released By ebate CONDITIONS ADHERE TO APPROVED PLANS. APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES 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 09/03/2020 Building Permit Fee $8,483.86 09/03/2020 Processing/Technology Fee $25.00 09/03/2020 State Surcharge-Commercial $25.00 09/03/2020 Building Plan Review Fee $5,514.51 09/03/2020 Building Permit Fee ($8,483.86) 09/03/2020 Processing/Technology Fee ($25.00) 09/03/2020 State Surcharge-Commercial ($25.00) 09/03/2020 Building Plan Review Fee ($5,514.51) Total Due: $0.00 Total Payment: $0.00 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon OFFICE COPY 2015 Washington State Energy Code Com Hance Forms for Commercial Buildings including R2.R3,R4 over 3 stories and all R1 Revised Nov 2017 Project Info Project Title: Arlington Fire Station#48 Date 5/29/2020 Compliance Applicant Information. Provide contact information for individual who can For Building Department Use forms do not respond to inquiries about compliance form information provided. require a Company Name: K ENGINEERS,INC. password to use. Company Address: 208 3RD STREET,LYNDEN,WA 98264 Instructional and calculating cells Applicant Name: Bill Diephuis,P.E. are write- protected. Applicant Phone: (360)354-4757 Applicant Email: BillDiephuis@k-en ineers.com Project Description Q New Building ❑Addition ❑Alteration ❑No Lighting Scope Include PROJ-SUM form(included in envelope forms workbook)with lighting compliance forms. Interior Lighting System New LED lighting and automatic lighting controls. Description 0 Interior Lighting Plans Included Interior Lighting Power ❑Building Area Method Q Space-by-space Method Allowance Method Select method used in project. Interior Lighting Controls Q All C405.2.1-C405.2.8 Lighting Controls ©C405.2 Exception 5 Luminaire Level Lighting Controls(LLLC) ❑Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4,no less than 90%of the total installed interior lighting powershall comply with th required controls per C406.4. Dwelling Unit Interior Permanently installed interior lighting fixtures in dwelling units comply with: Q No Dwelling g Llg htin Q C405.2 thru C405.5 Commercial Lighting Controls and LPA Units 0 C406.3 High Efficacy Lighting Q R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions Exterior Lighting System New LED pole mounted fixtures to light parking lot and LED wallpack lights on the building Description perimeter. 2]Exterior Lighting Plans Included Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable ❑ provisions as a stand alone new construction project Refer to Section C502.2.6 for additional requirements. Lighting systems in addition are combined with existing ❑ ❑ building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects,include new+existing-to-remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects,include new+existing-to-remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non-Tradable Lighting Wattage tables in LTG-EXT form. Received JUN 0 2 2020 ���z� Lighting Summary, cont. 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Arlington Fire Station#48 1 Date 5/29/2020 Change of Space Use ❑ Existing interior lighting systems in areas under-going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1)or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50%or more of existing are replaced ❑ ❑ ❑ Select all Lighting Power and Lighting o Control elements that apply to the scope Less than 50%of existing are replaced ❑ ❑ ❑ of the retrofit project.If project includes a - 1- combination of spaces where less than Lamp and/or ballast replacement only 50%of the existing fixtures are replaced —existing total wattage not increased ❑ ❑ ❑ in some spaces,and 50%or more of the 50%or more replaced-Total lighting power of new+existing-to-remain fixtures shall comply with total fixtures are replaced in others,then LPA per Sections C405.4.2 and C405.5.2. 'Include new+existing-to-remain fixtures in Proposed provide separate lighting power Lighting Wattage table in LTG-INT-BLD,LTG-INT-SPACE or LTG-EXT form. compliance forms for the two retrofit .Spaces undergoing the same Less than 50/replaced-Total lighting power of new+existing-to-remain fixtures shall not exceed the conditions type of retrofitSp may combined into one total lighting power prior to alteration. Include new+existing-to-remain fixtures in the Proposed Lighting lighting power compliance form. Wattage table in LTG-INT-BLD,LTG-INT-SPACE or LTG-EXT form. 50%threshold applies to number of luminaires for interior spaces and parking garages,and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be New wiring installed to serve added ❑ ❑ El per C408.3. fixtures and/or fixtures relocated to new circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured- ❑ luminaires unchanged or relocated only New wiring or circuit-For interior lighting,provide required manual controls per C405.2.3,occupancy sensor controls per C405.2.1.daylight responsive controls per C405.2.4 and application specific lighting No changes are being made to controls per C405.2.5.For exterior lighting,provide required controls per C405.2.7. the interior or exterior lighting New or moved panel-Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space-Provide all required lighting controls that apply to a new interior space. changed. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Interior • • Space-By-Space • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Arlington Fire Station#48 1 Date 5/29/2020 Calculation O New Construction O Addition- o Addition For Building Department Use Area NOTE 9 stand alone +existing OSpaces where<50%of O Spaces where;-50%of O Spaces where the Use luminaires are replaced luminaires are replaced is changing(C505) LPA O Standard Q Additional Efficiency Package Option Calculation C406.3 Reduced Interior Lighting Power To comply with C406.3,the Proposed LPD shall be 25%lower than the Target LPA. User Note Type I Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Location(plan#, Height Gross Interior Allowed Watts Allowed room#) Space Type 2 Area in ft2 Watts per ft2 (watts/ft2 x area) Training Room Classroom/lecture/training 996 1.000 996 ConfRoom Conference/meeting/multipurpose 146 0.980 143 Corridors Corridor:all other 1127 0.530 597 Dining Dining area:all other 288 0.520 150 Elect/telecom Electrical/mechanical 314 1 0.760 239 Kitchens Food preparation 384 0.790 303 Laundry Laundry/washing area 123 0.480 59 Day Rooms Lounge/breakroom:all other 255 0.580 148 Offices Office:Enclosed 727 0.890 647 Restrooms Restroom:all other 413 0.780 322 Storage Storage room 1122 0.500 561 App Bays Fire stations:Engine rooms 3662 0.450 1648 Sleeping Rooms Fire stations:Sleeping quarters 695 0.180 125 Physical Fitness Gymnasium/fitness center:Exercise area 472 0.580 274 Gear Room Locker room 172 0.600 103 Decon/SCBA Workshop 511 1 1.270 649 Total Area I11407 Retail Display Allowance from LTG-INT-DISPLAY Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE e� Allowed Watts 6965 Proposed Lighting WattageN"'°' Location(plan#, Numberof Watts/ Watts room#) Fixture Description NOTE 4,5,s Fixtures Fixture NOTE 7 Proposed First Floor Type B-LED Troffer,2'x4' 21 42 882 First Floor Type D-LED Troffer,2'x2' 11 17 187 First Floor Type E-LED Troffer,2'x2' 16 28 448 First Floor Type F-LED Troffer,1'x 4' 14 38 532 First Floor Type G-LED Strip,4'Long 6 25 150 First Floor Type J-LED Strip,8'Long 15 108 1620 First Floor Type K-LED Wraparound,4'Long 13 45 585 First Floor Type L-LED Recessed Downlight 15 9 135 First Floor Type M-LED Recessed Downlight 17 14 238 First Floor Type R-LED Wall Mtd.Vanity,2'Long 5 21 105 Second Floor Type G-LED Strip,4'Long 13 25 325 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattsl 5207 Interior Lighting Power Allowance COMPLIES WITH C406.3 Note 1-List all unique space types per Table C405.4.2(2)that occur in the project scope.Select space type category from drop down menu. Note 2-Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2),Footnotes d thru f. Note 3-List all proposed lighting fixtures including exempt lighting equipment and existing-to-remain fixtures. Note 4-For proposed Fixture Description,indicate fixture type,lamp type(e.g.T-8),number oflamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. Note 5-For lighting equipment eligible for exemption per C405.4.1,note exception number and leave Watts/Fixture blank. Note 6-Existing-to-remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures.Identify as existing in fixture description. Note 7-For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source For luminaires with screw-in lamps,enter the manufacturer's listed maximum input wattage of the fixture(not the lamp wattage) For low voltage lighting,enter the wattage of the transformer For line voltage treck/busway systems,enter the larger of the attached luminaire wattage or 50 wattafteal foot.or enter the wattage limit of permanent current limiting device Note 8-Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage.Enter all proposed lobby art/exhibit display fixtures in L TG-INT-DISPLA Y form only. Note 9-Calculation Area Details: a.Lighting fixtures in a building addition may comply as a stand alone project,or they may be combined with the overall existing building lighting systems to demonstrate compliance.Refer to C502.1. b.For alterations and building additions,provide Space Types and gross intenor areas in the Maximum Allowed Lighting Wattage table.If a buildina addition will comply as combined with the overall existing building lighting systems,include all applicable existing Space Types and gross interior areas. c If less than 50%of existing lighting fixtures will be replaced,provide total existing lighting wattage(prior to alteration)in the space provided in the Maximum Allowed Lighting Wattage table. d.If lighting alteration project includes some building areas or spaces where<50%of luminaires are replaced,and other areas or spaces where z 50%of luminaires are replaced,then these areas or spaces may be documented separately.If multiple forms will be completed to demonstrate compliance for the total scope of the alteration project,describe scope covered in form in User Note section. Exterior-Li • Ming 2015 Washington State Energy Code Compliance Forms for Commercial Buildingis includin R2,R3.R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Arlington Fire Station#48 Date 5/29/2020 Exterior Lighting O Zone 1 © Zone 2 O Zone 3 O Zone 4 For Building Department Use Zone Exterior Lighting Zone selection required to enable LTG-EXT form Zones are defined in Table C405.5.2(1)and specified by the jurisdiction. Calculation Area @) New construction O Addition-stand alone O Addition +existing o Alteration with<50% o Alteration with z 50%ext. ext.wattage replaced wattage replaced User Note Building Grounds ❑Efficacy>80 Iumens/watt ❑Exemption Applies to individual luminaires>100 Watts ❑Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage NOTE' Base Site Allowance: 600 Area(ffz),perimeter(If) Allowed Watts Allowed Watts Tradable Surfaces Surface Description or#of items per ft2 or per If x fe(or x If)NOTE2 Uncovered Parking and drives Parking Lot&Driveway 30431 0.06 W/ft2 1826 Grounds Walkways <10wide Perimeter Sidewalk 405 0.7 W/LF 284 Main Entry Door Main Entry 6 20W/LF door 120 Other Entry Door Secondary Entries 27 20W/LF door 540 Entry Canopies Covered Patio 256 0.25 W/ft2 64 Grounds Walkways >10'wide Entry Sidewalk 35 0.14 W/ft2 5 Total Allowed Tradable+Site Allowance Watts: 3439 Tradable Proposed Lighting Wattage"O'er 3 Number of Watts per Watts Tradable Surface Fixture Description NOTE 4,5 Fixtures Fixture NOTE 6 Proposed Uncovered Parking and drives LED POLE MTD.,TYPE DID&FF 4 73 292 Grounds Walkways <10 wide LED WALLPACK,TYPE AA&BB 10 28 280 Main Entry Door LED WALLPACK,TYPE BB 1 28 28 Other Entry Door LED WALLPACK,TYPE BB 5 28 140 Entry Canopies LED WALLPACK,TYPE AA 1 28 28 Uncovered Parking and drives LED WALLPACK,TYPE AA 4 28 112 Uncovered Parking and drives LED SPOTLIGHT,TYPE GG 4 64 256 Grounds Walkways >10'wide LED WALLPACK,TYPE AA 1 28 28 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 1164 watts plus the base site allowance Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories Non-Tradable Maximum Allowed Lighting Wattage""' Site Allowance Remaining: 600 Area(ftz),perimeter(If) Allowed Watts Allowed Watts Non-Tradable Surfaces Surface Description or#of items per ftZ,If or item x ft2(or x If)NOTE 2 Non-Tradable Proposed Lighting Wattage NOTE 3,7 Number of Watts per Watts 5 Non-Tradable Surface Fixture Description NOTE 4, Fixtures Fixture NOTE 6 Proposed Non-tradable proposed watts may not exceed allowed watts for any individual Non-Tradable Watts Exceeding LPA: 0 surface unless the total excess watts for all non-tradable surfaces are less than the Remaining Site Allowance: 600 remaining site allowance. Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1-List all exterior surfaces per Table C405,5.2(2)that occur in the project scope. Select exterior surface categories from drop down menu. Note 2-Unlit Message-Enter lighting fixture information for this surface in Proposed Lighting Wattage table to generate Lighting Power Allowance Note 3-List all proposed lighting fixtures including existing-to-remain fixtures. Note 4-For proposed Fixture Description, indicate fixture type,lamp type,number of lamps in the fixture,and ballast type(if applicable). Note 5-Existing-to-remain fixtures shall be included in the Tradable and Non-Tradable Proposed Lighting Wattage tables in the same manner as new fixtures.Identify as existing in fixture description. Note 6-For proposed Watts/Fixture enter the lumrnaire wattage for installed lamp and ballast using manufacturer or other approved source.For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture(not the lamp wattage) For low voltage lighting, enter the wattage of the transformer. Note 7-Automated Teller and Night Depositories-For each location, enter the number of ATM machines or depositories within that location. If there are multiple locations in the project, enter each location individually in the Non-Tradable Maximum Allowed Lighting Wattage table and identify the location in the Surface Description section. Lighting, Motor, andElectrical Permit Checklist, • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2.R3,R4 over 3 stones and all R1 Revised Nov 2017 Project Title: Arlington Fire Station#48 Date 5/29/2020 The following information is necessary to check a permit application for compliance with the lighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS Lighting controls, For all lighting fixtures,indicate lighting control method on Yes C405.2 general plans for spaces and lighting zone(s)served,or exception See plans. taken Luminaire level Indicate on plans all fixtures provided with LLLC in lieu of NA C405.2 Righting controls C405.2 lighting controls;provide description of control (LLLC) capabilities and performance parameters For permanently installed lighting fixtures in dwelling units, NA C405.1 Lighting in dwelling indicate lighting control method on plans for spaces and units lighting zone(s)served,or demonstrate compliance with high efficacy exception C405.2.3 Indicate on plans the method of manual lighting control C405.2.1.1 (whether combined with occupancy sensor,automatic light See plans for light Yes C405.2.2.2 Manual controls reduction,daylight responsive or specific application controls), switch locations. C405.2.4 location of manual control device and area or specific C405.2-5 application it serves C405.2 2.1 Indicate on plans which method of manual 50%lighting load Yes C405.2.2.2 Manual interior light reduction is provided,or whether lighting load is reduced via See plans. C405.2 3 reduction controls occupancy sensors or daylight responsive controls Indicate on plans the method of automatic shut-off control Occupancy during unoccupied periods(occupancy sensor,time switch or sensor. Method of automatic digital timer switch)for all lighting zones; Yes C405.2.2 shut-off control Indicate locations where automatic shutoff is provided by other methods(occupancy sensor or digital timer switch)or which None. time switch control exception applies Indicate on plans the spaces served by occupancy sensors; All spaces. Yes C405.2.1 Occupancy sensor Indicate whether occupancy sensor controls are configured to C405.2.1.1 controls The manual-on,automatic 50%-on,or serve a space eligible for Manual on. automatic 100%-on per exception Occupancy sensor Indicate aisleways and open areas in warehouse spaces NA C405 2 1 2 controls- provided with occupancy sensor controls that reduce lighting warehouses power by 50% NA C405.2.2.1 Automatic time Indicate locations of override switches on plans and the lighting switch controls zone(s)served,include area sq.ft, NA C405.2.6 Digital timer switch Indicate digital timer switch control includes:manual on/off, time delay,audible and visual indication of impending time-out Indicate primary and secondary sidelight daylight zone areas See Plans. on plans,include sq.ft.; Indicate toplight daylight zone areas on plans,include sq.ft.; Yes C405.2.4.2 Daylight zones- - C405.2.4.3 Sidelight and toplight For small vertical fenestration assemblies(rough opening less than 10 percent of primary daylight zone)where daylight responsive controls are not required,provide fenestration area to daylight zone calculation(s) Indicate on plans lighting zone(s)served by daylight responsive See Plans controls; _ Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) Yes C405.2.4 Daylight responsive that apply; controls Indicate on plans the lighting load reduction method- continuous dimming,or stepped dimming that provides at least two even steps between 0%-100%of rated power; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone Additional controls- Identify spaces and lighting fixtures on plans that require NA C405.2.5 Specific application specific application lighting controls per this section lighting controls Indicate on plans that display and accent lighting,and display C405.2.5- Display and accent case lighting are controlled independently from both general NA Items 1&2 lighting area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, Motor, andElectrical Permit Checklist, • 20t5 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Arlington Fire Station#48 Date 5/29/2020 The following information is necessary to check a permit application for compliance with the lighting,motor.and electrical requirements in the Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes C405,2.5- Hotel/motel guest Indicate method of automatic control-vacancy or captive key NA Item 3 rooms control of all installed luminaires and switched receptacles in ,guest room C405.2.5- Supplemental task Indicate method and location of automatic shut-off vacancy NA Item 4 lighting control for supplemental task lighting,including under-shelf or under-cabinet lighting Indicate on plans eligible non-visual lighting applications, Include sq.ft.area of each lighting control zone; C405.2.5- Lighting for non- Indicate on plans that non-visual lighting are controlled NA Item 5 visual applications independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control Indicate on plans that lighting equipment for sale or Lighting equipment 'demonstration are controlled independently from both general NA C405 2.5- for sale or area lighting and other lighting applications within the same Item 6 demonstration space; _ Indicate method of manual lighting control and applicable ,automatic lighting control Identify on plans egress fixtures that function as both normal .and emergency means of egress illumination; Provide calculation of lighting power density of total egress NA C405.2.5- Means of egress lighting; Item 7 Ilighting If total egress lighting power density is greater than 0.02 W/sq. ft.,indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; _ Indicate method of automatic shut-off control Indicate on exterior lighting plans and fixture schedules the automatic lighting control method,control sequence,and See plans. locations served; For building facade and landscape lighting,indicate automatic controls shut off lighting as a function of dawn/dusk and fixed NA Yes C405.2.7 Exterior lighting ,opening/closing time; controls For all other exterior lighting,indicate automatic controls shut off lighting as a function of available daylight;include control sequence that also reduces lighting power by at least 30% Astroclock. between 12am-6am,or from 1 hour after closing to 1 hour before opening,or based upon motion sensor Exterior building For building grounds fixtures greater than 100 watts,indicate NA C405.5.1 grounds lighting on plans whetherfixtures have efficacy greaterthan 60 lumens controls or;are controlled by motion sensor,or are exempt lighting per C405.5.2 Area controls- Indicate location(s)of master control switch(es)intended to C405.2-5 control multiple independent switches;circuit breaker may not Yes (listed after Master control switches and circuit be used as a master control switch; C405.2 7) power limit Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY PACKAGE OPTION-ENHANCED DIGITAL LIGHTING CONTROLS To comply with additional efficiency package option,indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming,or exception Enhanced digital taken: NA C406.4 lighting controls 9 9 Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions(min 90%to comply with additional efficiency package option) Lighting, Motor, andElectrical Permit Checklist, i 2015',Nastnngton State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R 1 Revised Nov 2017 Project Title: Arlington Fire Station#48 Date 5/29/2020 The following information is necessary to check a permit application for compliance with the lighting,motor,and electrical requirements in the Applicability Location in Building Department (yes, Code Section Component Compliance information required in permit documents Documents Notes INTERIOR LIGHTING POWER&EFFICACY Include all luminaires in lighting fixture schedule;indicate fixture types,lamps,ballasts,and manufacturer's rated watts See plans. per fixture; Identify spaces eligible for lighting power exemption on plans C405.4 1 Total connected and in compliance forms;indicate the exception applied; See attached. Yes C405.4.2 interior lighting 9 9 power Identity lighting equipment eligible for lighting power exemption n fixture schedule and in compliance forms;indicate the See attached. exception applied; Indicate that exempt lighting equipment is in addition to general See plans. area lighting and is controlled independently Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per See plans. fixture in lighting fixture schedule(maximum 5 watts per side) If high efficacy exception is applied to permanently installed Lighting in dwelling lighting fixtures in dwelling units,indicate in lighting fixture NA C405.1 units-lamp efficacy schedule if lamps in fixtures are high efficacy per R404.1 Calculate percentage of fixtures with high efficacy lamps in project(min 75%to comply with exception) Interior Lighting Power Calculation-Indicate compliance path taken Building Area Complete required compliance forms—proposed wattage per No C405 4 2.1 building area does not exceed maximum allowed wattage per Method building area;identify locations of building areas on plans Complete required compliance forms—total proposed wattage Yes C405 4.2.2 Space-By-Space does not exceed maximum allowed wattage;identify locations Method of space types on plans,including retail display areas,lobby art &exhibit display areas,and ceiling heights as applicable ADDITIONAL EFFICIENCY PACKAGE OPTION -REDUCED INTERIOR LIGHTING POWER DENSITY To comply with additional efficiency package option, Reduced lighting demonstrate in compliance forms that total connected interior No C406 3 lighting wattage is 25/o less than the total maximum allowed power density lighting wattage via Building Area Method or Space-By-Space Method Reduced lighting For project with dwelling units,to comply with additional power density- efficiency package option indicate in lighting fixture schedule if No C406.3 dwelling unit lamp lamps in interior fixtures have efficacy rating of 60 lumens per efficacy watt or more.Calculate percentage of fixtures with lamps that have this efficacy rating(min 95/o to comply with option) EXTERIOR LIGHTING POWER&EFFICACY Include all luminaires in lighting fixture schedule;indicate fixture types,lamps,ballasts,and manufacturer's rated watts per fixture; Total connected Identify exterior applications eligible for lighting power Yes C405.5.2 exterior lighting exemption on plans and in compliance forms;indicate powerexception applied; - Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting;include exception claimed for each fixture or group of fixtures under exception category Yes Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405 5.2(1) Exterior building For building grounds fixtures rated at greater than 100 watts Yes C405.5 1 grounds lighting that are complying based on efficacy,indicate rated lamp efficacy(in lumens per watt)in fixture schedule Exterior lighting Complete required compliance form—proposed wattage for Yes C405.5 2 power calculations exterior lighting plus base site allowed does not exceed maximum allowed 7following ate Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised Nov 2017 Arlington Fire Station#48 Date 5/29/2020 ation is necessary to check a permit application for compliance with the lighting,motor,and electrical requirements in the Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING ALTERATIONS Where Z 50%of existing luminaires in interior space(s)or parking garage are replaced;indicate compliance path (building area or space-by-space method);include all new and existing-to-remain luminaires in compliance form(LTG-INT- BLD or LTG-INT-SPACE);indicate proposed lighting wattage Interior and parking does not exceed maximum allowed per compliance path NA C503.6 garage lighting fixture alterations Where<50%of existing luminaires in interior space(s)or parking garage are replaced;indicate total existing lighting wattage in each space prior to alteration;include all new and existing-to-remain luminaires in LTG-INT-SPACE form;indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration Where a 50%of existing exterior lighting wattage is replaced; include all new and existing-to-remain luminaires in LTG-EXT form;indicate proposed total exterior lighting wattage does not exceed maximum allowed C503.6 Exterior lighting fixture alterations Where<50%of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration;include all new and existing-to-remain luminaires in LTG-EXT form; indicate proposed total exterior lighting wattage does not exceed total existing wattage prior to alteration Where new wiring is installed to serve new interior luminaires Interior lighting wiring and/or luminaires are relocated to a new circuit;indicate C503.6 alterations lighting controls are provided(as applicable)-manual (C405.2.3);occupancy sensor(C405 2.1);daylight responsive (C405 2.4);specific application(C405.2.5);exit signs(C405.3) Exterior lighting Where new wiring is installed to serve new exterior luminaires C503.6 wiring alterations and/or luminaires are relocated to new circuit;indicate exterior lighting controls are provided(C405.2.7) Where a new lighting panel is installed or an existing panel is Lighting panel moved(all new raceway and conductor wiring);indicate lighting C503.6 controls are provided(as applicable)-same provisions as alterations wiring alterations;time switch controls and manual light reduction controls(C405.2.2) Where interior space(s)is reconfigured(permanently installed C503.6 Interior space walls or ceiling-height partitions);indicate lighting controls are reconfiguration provided(as applicable)-same provisions as lighting panel alterations Identify existing luminaires being upgraded with bulb and/or C504.2 Lighting repairs ballast replacement;indicate fixture alteration does not increase existing fixture wattage Identify spaces on plans where the building area type or space use type is being changed from one type to another per Tables C405.4.2(1)or(2) C505 1 Change of space use Indicate compliance path(building area or space-by-space method);include all new and existing-to-remain luminaires in compliance form(LTG-INT-BLD or LTG-INT-SPACE);indicate proposed lighting wattage does not exceed maximum allowed per compliance path RECEPTACLES Identify all controlled and uncontrolled receptacles on electrical plans in each space in which they are required;include See plans receptacle configuration such as spacing between controlled C405,10 Controlled and uncontrolled,duplex devices,etc; receptacles Indicate on plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or See plans programmable time-of-day control I Lighting, Motor, andElectrical Permit Checklist, • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised Nov 2017 Arlington Fire Station#48 Date 5/29/2020 The following information is necessary to check a permit application for compliance with the lighting,motor,and electrical requirements in the Applicability Location in Building Department (yes,no,na)I Code Section Component Compliance information required in permit documents Documents Notes MOTORS,TRANSFORMERS,ELECTRIC METERS, INTERIOR TRANSPORTATION NA C405.6 Electrical Include electrical transformer schedule on electrical plans; transformers indicate transformer size,efficiency,or exception taken Dwelling unit Indicate on electrical plans that each dwelling unit in Group R-2 NA C405.7 electrical energy has a separate electrical energy meter consumption Electric motor 'Include all motors,including fractional hp motors,in electric See mechanical Yes C405 8 motor schedule on electrical plans;indicate hp,rpm,rated schedules. efficiency efficiency,or exception applied For luminaires in each elevator cab,provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; NA C405 9 1 Elevator cabs Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de-energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more Escalators and Indicate escalators comply with ASME A17.1/CSA B44; NA C405.9.2 moving walks automatic controls are configured to reduce operational speed Ito the minimum permitted when not in use NA C405.9 3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING(Cx) Indicate that all electrical systems(receptacles,transformers, motors,vertical and horizontal transportation)for which the See WSEC requires control functions and/or configuration to specifications. Scope of electrical perform specific functions are required to be commissioned; Yes C408.3 power and lighting systems Where total building lighting load is>20 kW,or where total commissioning lighting load of luminaires requiring daylight sensing and/or occupancy control>10 kW,indicate that all automatic lighting See control systems are required to be commissioned;or provide specifications. building lighting power calculation demonstrating eligibility for exception; Indicate Cx requirements in plans and specifications for all See applicable electrical and lighting control systems per C408; specifications. Include general summary with at minimum Items 1 thru 4 of the C405.13 Cx plan per C408.1.2 including:narrative description of See Commissioning C408.1 1 activities,responsibilities of the Cx team,schedule of activities specifications. requirements in Yes C408.1.2 including verification of project close out documentation per C408.1.4.2 construction C103.6,and conflict of interest plan(if required); C103.6 documents Include in general summary that a Cx project report or Compliance Checklist(Figure C408.1.4 2)shall be completed See by the Certified Cx Professional and provided to the owner prior specifications. to the final electrical inspection Functional Identify in plans and specifications the intended operation of all See Yes C408.3 1 performance testing equipment and controls during all modes of operation,including specifications. criteria interfacing between new and existing-to-remain systems PROJECT CLOSE OUT DOCUMENTATION Indicate in plans that project close out documentation is Project close out required including WSEC lighting compliance fortes and See Yes C103.6.3 documentation calculations that document all interior and exterior lighting area specifications. requirements and/or surface types,lighting power allowances and installed densities If"no"is selected for any question, provide explanation: End of Lighting Motor&Transformer Permit Documents Checklist ARLINGTON FIRE DEPT . SMOKEY PT . STATION MECHANICAL DESIGN SYMBOL LIST MECHANICAL/ELECTRICAL COORD. SCOPE OF WORK CARLETTI ARCHITECTS P.S. SYMBOL ABBV. DESCRIPTION SYMBOL ABBV. DESCRIPTION UNLESS OTHERWISE INDICATED,ALL MECHANICAL EQUIPMENT MOTORS AND CONTROLS SHALL HVAC CONSISTS OF A VRF MULTI ZONE HEAT PUMP SYSTEM WITH HEAT RECOVERY.MULTIPLE 9rY�1M&�Bi BE FURNISHED,SET IN PLACE AND WIRED IN ACCORDANCE WITH DIVISION 23 OR 26 PER THE DOAS UNITS WITH HEAT RECOVERY WILL PROVIDE THE VENTILATION AIR WHICH WILL BE FOLLOWING SCHEDULE. PRECONDITIONED BY SET OF DUCT HEATERS.ELECTRIC HEATERS WILL PROVIDE HEAT TO 116 EAST FIR STREET BALL VALVE Q T'STAT THERMOSTAT AUXILIARY SPACES OF THE APP BAY. SUITE A DQ GATE VALVE Q S SENSOR ITEM FURNISHED SET POWER CONTROL THE APP.BAY WILL INCLUDE A FILTRATION SYSTEM WILL REMOVE EXHAUST DIRECTLY FROM APP BY BY WIRING WIRING BAY. ALSO NATURAL GAS UNIT HEATERS. MOUNT VERNON, WA. 98273 _ram CHECK VALVE Q COS CARBON MONOXIDE SENSOR EQUIPMENT MOTORS 23 23 26 23 A MINI SPLIT HP WILL SERVE AN ELEC-IT ROOM. Phone; I3601 424-0394 17c1 GLOBE VALVE AFF ABOVE FINISHED FLOOR PLUMBING CONSISTS OF A DOMESTIC WATER SYSTEM WITH HOT WATER RECIRCULATION THAT Fax: 960I 424-5726 HEAT TRACE TAPE 23 23 26 23 WILL SERVE THE DEMANDS OF THE BUILDINGS.A WASTE SYSTEM THAT INCLUDES A SAND GAS COCK ARCH. ARCHITECT/ARCHITECTURAL WATER SEPARATOR IS INCLUDED IN THIS DESIGN. S[] MOTORSTARTERAND 26 26 26 23 PRELIMINARY SOLENOID/MODULATING VALVE CDS CEILING DIFFUSER-SURFACE MOUNTED OVERLOAD HEATERS THREE-WAYVALVE CDL CEILING DIFFUSER-LAY IN -- GENERAL NOTES I Our dill erence FUSED AND UN-FUSED 26 26 26 is engineered. DISCONNECT SWITCHES -.harrisgroup.com I� CGS CEILING GRILLE-SURFACE MOUNTED THERMAL OVERLOAD AND INSTALL SEISMIC BRACING FOR ALL DUCTWORK,EQUIPMENT AND PIPING PER I.B.C. RELIEF VALVE HEATERS REQUIREMENTS.PROVIDE ENGINEERED AND STAMPED DESIGN DRAWINGS IF REQUIRED BY CGL CEILING GRILLE-LAY IN IBC.CONTRACTOR TO CONTACT OR HIRE A STRUCTURAL ENGINEER TO DETERMINE t BALANCING VALVE LOW VOLTAGE MANUAL 23 23 23 23 BUILDING AND SYSTEM IMPORTANCE FACTORS.UTILIZE ISAT OR OTHER SEISMIC BRACING PROJECT NO:0070622.00 COP COEFFICIENT OF PERFORMANCE OPERATING AND COMPANY. FLOW CONTROL VALVE(SET FOR 1 GPM) * * SPEED SWITCHES DEMO DEMOLISH MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE,AND DO NOT NECESSARILY 0 AUTO-FLOW CONTROL VALVE * * * REFLECT EVERY REQUIRED OFF-SET,FITTING OR ACCESSORY. CONTROL RELAYS AND 23 23 23 23 A NEW FIRE STATION FOR: DWG DRAWING COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH BUILDING STRUCTURE AND ALL �N PRV PRESSURE REDUCING VALVE OTHER TRADES. CITY OF ARLINGTON UNION (E),EXIST. EXISTING ITEMS LINE VOLTAGE T'STATS 23 23 23 - VERIFY VOLTAGES AT THE SITE PRIOR TO ORDERING ANY EQUIPMENT. SMOKEY POINT STATION m'IG THERMOMETER ELECT. ELECTRICAL AND SWITCHES PROTECT ALL DUCT OPENINGS OF FIRE RATED ASSEMBLIES PER I.B.C.716. ARLINGTON, WA 98223 EC ELECTRICAL CONTRACTOR LOW VOLTAGE 23 23 23 23 MAJOR APPLICABLE CODES: T'STATS 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS PRESSURE GAUGE EER ENERGY EFFICIENCY RATING LOW VOLTAGE CONTROL 23 23 23 23 20151NTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS WIRING FOR MNET ON VRF 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS VIBRATION ISOLATOR EFF EFFICIENCY/EFFICIENT TEMPERATURE 23 23 23 23 202015 WASHINGTON STATE ENERGY CODE CONTACT: INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS WATER HAMMER ARRESTOR FIR FLOOR REGISTER CONTROL PANELS PAUL ELLIS STRAINER GC GENERAL CONTRACTOR MOTOR AND SOLENOID 23 23 23 23 CAPITAL PROJECTS MANAGER VALVES,MOTORIZED GENERAL MECHANICAL NOTES 360-403-4603 ANCHOR HSPF HEATING SEASONAL PERFORMANCE FACTOR DAMPERS D�pDt1 BACKFLOW PREVENTION DEVICE HWR HIGH WALL REGISTER LINE VOLTAGE PUSH 23 23 23 - BUTTON STATIONS AND EQUIPMENT SHALL MEETTHE MINIMUM EFFICIENCY REQUIREMENTS OF WSEC SECTION HOSE BIBB HWG HIGH WALL GRILLE PILOT LIGHTS C402.2.3. SYSTEM SIZING SHALL COMPLY WITH WSEC SECTION C403.2.2. • VTR VENT THROUGH ROOF I.E. INVERT ELEVATION TEMPORARY HEATING 23 23 26 23 ALL THERMOSTATS USED FOR BOTH HEATING AND COOLING SHALL PROVIDE A RANGE OR OF WAStp,, CONNECTION DEAD BAND OF AT LEAST 5 DEG F.WSEC SECTION C403.2.4.1.2 U `� CO CLEANOUT IPLV INTEGRATED PART LOAD VALUE ALL THERMOSTATS ARE TO BE SEVEN DAY PROGRAMMABLE,MICRO-PROCESSOR BASED. TAMPER AND FLOW 23 23 23 -- ALL THERMOSTATS TO MOUNTED SUCH THAT THE TOP OF THE DEVICE IS 48"ABOVE S or W SOIL or WASTE LWR LOW WALL REGISTER SWITCHES • FINISHED FLOOR. 1si1osla @' • ALL HEATING AND COOLING SYSTEM SHALL HAVE AUTOMATIC START CONTROLS FOR EACH + ------------ V VENT LWG LOW WALL GRILLE MAGNETIC MOTOR STARTERS: rso {i HVAC SYSTEM,WSEC SECTION C403.2.4.2.3. a. AUTOMATICALLY CONTROLLED 26 26 26 23 ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED PER SMACNA STANDARDS. ------- CW COLD WATER MC MECHANICAL CONTRACTOR WITH HOA SWITCHES ALL DUCTWORK SHALL BE BRACED PER IMC 2015,DUCT SUPPORT SECTION 603.10. (1/2HP AND ABOVE) ALL DUCTWORK SHALL BE SEALED AND INSULATED PER WSEC SECTION C403.2.8 ---------- HW HOT WATER MECH. MECHANICAL b. MANUALLY CONTROLLED 26 23 26 23 • BALANCING DAMPERS ARE REQUIRED AND TO BE LOCATED AT ALL DUCTS FOR SUPPLY, FRESH AIR,RETURN AIR AND EXHAUST TO BALANCE SYSTEM OPPOSABLE BLADE DAMPERS 18-261 HWC HOT WATER RECIRCULATION (N) NEW c. FURNISHED WITH MECHANICAL 23 23 26 23 AT GRD'S NOT ALLOWED. EQUIPMENT. ALL RETURN AND EXHAUST TO BE DUCTED,CEILING PLENUMS NOT ALLOWED. - - -- --f- HWC HOT WATER RECIRCULATION WITH HEAT TRACE TAPE OFCI OWNER FURNISHED,CONTRACTOR INSTALLED ALL OUTSIDE AIR,RELIEF AND EXHAUST OPENINGS SHALL BE PROVIDED WITH MOTORIZED FURNACE SHUT DOWN CONTROL 23 23 23 23 DAMPERS,WSEC SECTION C403.2.4.3. RL RL RAIN LEADER e POC POINT OF CONNECTION DAMPER LEAKAGE RATES SHALL COMPLY WITH WSEC SECTION C403.4.3. REVISIONS: ELECTRIC HEATING AND BASEBOARD 23 OR 26 23 OR 26 26 23 ALL COMPLETION REQUIREMENTS MUST COMPLY WITH WSEC SECTION C408.1. ORL---------- ORL OVERFLOW RAIN LEADER TYR TYPICAL • ALL REFRIGERANT USED SHALL BE R-410A. ELECTRIC DUCT HEATER 23 23 26 23 • ALL EXHAUST TERMINATIONS SHALL BE A MINIMUM OF 10'HORIZONTALLY FROM,OR 3' D D DRAIN U.O.N. UNLESS OTHERWISE NOTED ABOVE OUTDOOR AIR INTAKES. PRELIM. SET 5-14-2020 ALL ROOF MOUNTED EQUIPMENT SHALL BE SECURED TO THEIR RESPECTIVE ROOF CURBS. G G GAS C1 PLUMBING FIXTURE TAG PERMIT SET 5-28-2020 F F FIRE SPRINKLER EF 'MOTOR INTERLOCK BY MC;FIRE ALARM CONNECTION 1 HWS HWS HOT WATER SUPPLY EQUIPMENTTAG BY EC. BID SET 7-8-2020 ----------HWR---------- HWR HOT WATER RETURN 1� FLAG NOTE 2015 WSEC TABLE C403.2.9 MINIMUM PIPE INSULATON THICKNESS(THICKNESS IN INCHES)a CHS CHS CHILLED WATER SUPPLY CONNECTION(NECK)SIZE FLUID OPERATING INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE(inches) TEMPERATURE RANGE Conductivity Mean Rating 1 TO ----------CHR---------- CHR CHILLED WATER RETURN 10"o COILTYPE CEILING DIFF.LAY-IN AND USAGE°F <7 1-1/2"TO 4 TO<8 >8 300 CFM ( ) ( ) Btu.in./(h-f12�°F)b Temperature,°F 1-1/2 CWS CWS CONDENSER WATER SUPPLY FLOW RATE(CUBIC FEET PER MINUTE) >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 CWR---------- CWR CONDENSER WATER RETURN 3"(125) FIXTURE UNITS or BTUH 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 LPS LPS LOW PRESSURE STEAM PIPE SIZE 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 C C,COND CONDENSATE DETAIL NUMBER 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 SHEET TITLE: 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 TPL TPL TRAP PRIMER LINE 1 SHEET ON WHICH DETAIL IS DRAWN <40 0.20-0.26 75 0.5 1.0 1.0 1.0 1.5 COVER SHEET e O M10 DUCT SECTION-SUPPLY A.FOR PIPING SMALLER THAN 1-1/2 INCH(38 MM)AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, 4 SECTION INDICATOR REDUCTION OF THESE THICKNESSES BY 1 INCH(25 MM)SHALL BE PERMITTED(BEFORE THICKNESS DUCT SECTION-RETURN ADJUSTMENT REQUIRED IN FOOTNOTE B)BUT NOT TO A THICKNESS LESS THAN 1 INCH(25 MM). 1 SHEET ON WHICH SECTION IS DRAWN B.FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY RANGE,THE MINIMUM THICKNESS(T)SHALL BE RECTANGULAR DUCT(INSIDE DIMENSION) Mt u DETERMINED AS FOLLOWS:T=R{(1+T/R)K/K-1)WHERE:T=MINIMUM INSULATION THICKNESS,R=ACTUAL OUTSIDE RADIUS OF PIPE,T=INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID 12"o ROUND DUCT TEMPERATURE AND PIPE SIZE,K=CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE INDICATED FOR THE APPLICABLE FLUID TEMPERATURE(BTU x IN/H x FT2 x°F)AND K=THE UPPER VALUE OF 20x12 SL SOUND LINED DUCT(INSIDE DIMENSION) REVISION TAG THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. FLEXIBLE DUCT C.FOR DIRECT-BURIED HEATING AND HOT WATER SYSTEM PIPING,REDUCTION OF THESE THICKNESSES BY 1-1/2"INCHES SHALL BE PERMITTED(BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B BUT NOT TO THICKNESSES LESS THAN 1 INCH. �I ADJUSTABLE AIR EXTRACTOR I-Y-1 TURNING VANE LINE VOLTAGE-HVAC CONTROLS AND INTERLOCKS: CONDUIT,CONDUCTORS AND CONNECTIONS BY DRAWING INDEX L� VD VOLUME DAMPER ELECTRICAL CONTRACTOR. SHEET DESCRIPTION MD MOTORIZED DAMPER M1.0 COVER SHEET LOW VOLTAGE HVAC CONTROLS AND INTERLOCKS: Pic -0M LOW VOLTAGE CONDUIT SHALL BE BIDDER PROJECT ARCHITECT: BDD BACKDRAFT DAMPER DESIGNED THAT IS INCLUDED IN THE MECHANICAL MIA SCHEDULES CONTRACTOR'S SCOPE M1.2 SCHEDULES RDH SFD COMBINATION SMOKE/FIRE DAMPER M1.3 SCHEDULES DRAWN BY: FD FIRE DAMPER M1.4 VRF DIAGRAM AL M2.0 BELOW SLAB PLAN-PLUMBING CHECKED BY: RAID CEILING RADIATION DAMPER M2.1 FIRST FLOOR PLAN-PLUMBING SD DUCT SMOKE DETECTOR M2.2 MEZZANINE FLOOR PLAN-PLUMBING 02/14/2020 M3.0 FIRST FLOOR PLAN-HVAC DATE M3.1 MEZZANINE FLOOR PLAN-HVAC M3.2 ROOF PLAN-HVAC M4.0 DETAILS COMPUTER FILE NAME M4.1 DETAILS0 + COPYRIGHT 2019 CARLGTTI ARCHITGCTB,PA. CARLETTI ARCHITECTS P.S. ardhlitemr®&plannft 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 PLUMBING FIXTURE SCHEDULE Fax: 13601 424-5726 TAG DESCRIPTION LOCAL CONNECTIONS PRELIMINARY W V HW CW Our difference CWi WASHER-OFCI,208V/3PH,6.2 AMPS,40 LBS CAPACITY,INDIRECT DRAIN TO HUB DRAIN WITH AIR GAP 3" -- 3/4" 3/4" is engineered. -.hamsgroup.com ELECTRIC WATER COOLER WITH BOTTLE FILL STATION(ADA)-ELKAY LZSTL8WS(VR)"K,BARRIER FREE,SELF DF1 CONTAINED,DOUBLE WALL HUNG,ELECTRIC REFRIGERATED WATER COOLER,8.0 GPH AT 50°F WATER TEMP.WITH 1-112"EA 1-1/2"EA -- 1/2"EA I 80°F INLET WATER,FRONT/SIDE PUSH PADS,VANDAL RESISTANT BUBBLER,WITH BOTTLE FILLER STATION,115V,370 PROJECT NO:0070622.00 W,5 FLA.,PROVIDE COLD WATER STOP VALVE AND P-TRAP. UNDERCOUNTER DISHWASHER-OFCI,ROUGH-IN AND CONNECT DOUBLE HW STOP VALVE AT ADJACENT SINK, __ __ DWI PROVIDE AIR GAP FITTING AT SINK. 1/2 A NEW FIRE STATION FOR: FD1 FLOOR DRAIN-ZURN Z415-13,CAST IRON BODY,POLISHED NICKEL BRONZE STRAINER.INSTALL TRAP PRIMER FOR ALL 2„ 2„ _ __ CITY OF ARLINGTON FLOOR DRAINS. SMOKEY POINT STATION HOSE BIBB-ZURN Z1320 ENCASED ECOLOTROL ANTI-SIPHON,AUTOMATIC DRAINING WALL HYDRANT.INTEGRAL ARLINGTON, WA 98223 H61 BACKFLOW PREVENTER,1/2 TURN CERAMIC DISK CARTRIDGE.STAINLESS STEEL BOX AND HINGED COVER. 3/4 H62 HOSE BIBB-ZURN Z1325 VARI-TEMP COMBINATION HOT/COLD WATER,NON-FREEZE,ENCASED WALL HYDRANT FOR -_ 31" 31" FLUSH INSTALLATION. HB3 HOSE BIBB-ZURN Z1327-EZ HOT/COLD WATER,ENCASED WALL HYDRANT FOR NARROW WALL INSTALLATION. -- 3/4" 3/4" CONTACT; GAS APPLIANCE SCHEDULE VACUUM BREAKER. PAUL ELLIS BTU INPUT APPLIANCE INLET APPLIANCE LAVATORY ADA CAPITAL PROJECTS MANAGER TAG DESCRIPTION MAKE/MODEL LOCATION NOTES (ADA)-COUNTER MOUNT,AMERICAN STANADARD 0476.028,20X17 OVAL,VITREOUS CHINA,4"CENTERS, MB PRESSURE CONNECTION SIZE DELTA 501-DST FAUCET,1/2 GPM FLOW,GRID DRAIN,SCREWDRIVER STOPS&SUPPLIES,1-1/4"CP,17 GA CHROME WH-1 GAS WATER HEATER AO SMITH/BTX-100 MEZZ 100 7 in.W.C. 1/2" Li PLATED P-TRAP,PLUMBEREX PRO-2000 SERIES P-TRAP/H&C COVERS,ZURN ZW1070XL ASSE 1070 MIXING VALVE FOR 1-1/2" 1-1/2" 1/2" 112" 360-403-4603 UH-1 UNIT HEATER REZNOR/UDAS 75 APP BAY 100 75 7 in.w.c. 3/4" MAX HW DELIVERY TEMP TO 110°F. UH-2 UNIT HEATER REZNOR/UDAS 75 APP BAY 100 75 7 In.W.C. 14" LAVATORY(ADA)-WALL HUNG,AMERICAN STANADARD 0355.012,20X18 OVAL,VITREOUS CHINA,4"CENTERS,DELTA DR-1 GAS DRYER PROVIDED BY OWNER DECON 111 130 7 in.w.c. 14" L2 1-1/2"501-DST FAUCET,1/2 GPM FLOW,GRID DRAIN,SCREWDRIVER STOPS&SUPPLIES,1-1/4"CP,17 GA CHROME PLATED 1-1/2" 1/2" 1/2" WAI8y,Q�T BBQ-1 BBQ TBD BY OWNER/ARCHITECT PATIO 50 7 in.w.c. 1/2" 1 P-TRAP,PLUMBEREX PRO- SERIES P-TRAP/ COVERS,ZURN ZW1070XL ASSE 1070 MIXING VALVE FOR MAX HW DELIVERY PR H&C DELIVERY TEMP TO 110°F.PROVIDE ZURN CONCEALED ARMS CARRIER. R-1 GAS RANGE TBD BY OWNER/ARCHITECT KITCHEN 60 7 in.w.c. 3/4" 1 1U JANITOR SINK-FLOOR MOUNTED ZURN Z1996-24 24"X 24"MOLDED STONE MOP SERVICE BASIN;3"STAINLESS STEEL NOTES: 1.PROVIDE GAS SOLENOID VALVE MS1 DRAIN ASSEMBLY WITH NEOPRENE PUSH-ON GASKET.REMOVE GASKET FOR 3"CAULK CONNECTION;SERVICE SINK 3" 2" 1/2" 1/2' FCT W/6"INTEGRAL VB SPOUT WHOSE THREAD OUTLET&PAIL HOOK,ADJUSTABLE SWIVEL INLETS,2-1/2"LEVER 19110510 @+' HANDLES;WALL GUARD;HOSE AND HOSE BRACKET;MOP HANGERtsrE�o°{i 2 COMP SINK-STAINLESS STEEL,COUNTERMOUNT,21"X33"JUST DL-2133-A-GR,6-1/2"MAX DEPTH,JUST J-35 CP STAINER,CHICAGO 2300-SABCP SINGLE CONTROL DECK MOUNTED FAUCET,10"SPOUT,2.2 GPM AERATOR, S1 SCREWDRIVER STOPS AND SUPPLIES,17 GA CHROME PLATED P-TRAP,PROVIDE INSINKERATOR HOT1 INSTANT HOT 2" 1/1-2" 1/2" 1/2" WATER DISPENSER,1/3 GAL TANK,50OW 115V 4.3A,40 CUPS OF 90 DEGREE F WATER/HR.INSINKERATOR BADGER 5 18_261 FOOD WASTE DISPOSER,1/2 HP,120 VOLTS,6.3 AMPS. SINK(SINGLE COMPARTMENT)-JUST MODEL SLX-1921-A-GR,19"X21"10.5"DEEP,CENTER J-35 DRAIN,CHICAGO S2 201-GN8AE3-317XKAB GOOSENECK SPOUT WITH 2.2 GPM AERATOR,WRISTBLADE LEVER HANDLES,CERAMIC DISC 2" 1-1/2" 1/2" 1/2" CARTRIDGES,SCREWDRIVER STOPS&SUPPLIES,17 GA CHROME PLATED P-TRAP. REVISIONS; SINK(ADA)-WALL HUNG,JUST A-33338,18"X20",18 GA TYPE 304 STAINLESS STEEL 4"CENTERS,DELTA 501-DST S3 FAUCET,1/2 GPM FLOW,J-115-FS DRAIN,SCREWDRIVER STOPS&SUPPLIES,1-1/4"CP,17 GA CHROME PLATED P-TRAP, 2" 1-1/2" 1/2" 1/2" PLUMBEREX PRO-2000 SERIES P-TRAP/H&C COVERS. PRELIM. SET 5-14-2020 SINK(SINGLE COMPARTMENT)-JUST MODEL SL-ADA-2122-A-GR,21"X22"MAX.6-1/2"DEEP,CENTER DRAIN,CHICAGO SS 201-GN8AE3-317XKAB GOOSENECK SPOUT WITH LAMINAR FLOW SPOUT END,WRISTBLADE LEVER HANDLES,CERAMIC z• 1-1/z" 1/z" 1/z" PERMIT SET 5-28-2020 DISC CARTRIDGES,J-35 DRAIN,SCREWDRIVER STOPS&SUPPLIES,17 GA CHROME PLATED P-TRAP,PLUMBEREX HANDY-SHIELD MAXX SERIES P-TRAP AND H&C SUPPLY COVERS OR EQUAL. BID SET 7-8-2020 TILE SHOWER STALL(ADA)-60"X32"BEST BATH P6032B75B GEL-COAT FINISH SHOWER PAN,PROVIDE GRAB BARS,ADA FOLD DOWN SEAT,CURTAIN ROD,ZURN Z7300-SS-HW-MT SINGLE HANDLE PRESSURE BALANCING MIXING VALVE, SH1 HAND/WALL SHOWER HEAD,60"METAL HOSE,24"MOUNTING SLIDE BAR,PROVIDE DUAL SPRING CHECK VALVES AND 2" 1-1/2" 1/2" 1/2" IN-LINE VACUUM BREAKER,COORDINATE PAN THRESHOLD HEIGHT WITH TILE FLOOR TO ENSURE A MAX.1/2"HEIGHT P A A B I F E Q I P A A E K T SCHEDULE D E DIFFERENCE. NO ITEM L V IVI U V V L V(lJ V V DESCRIPTION V L SHOWER,WASH OFF-LEONARD PAM 11-ST PRESSURE BALANCING VALVE W/INTEGRAL STOPS AND LEVER HANDLE, 2.5 GPM WALL AND HAND SHOWER W/24"ADJUSTABLE BAR AND MIN.60"FLEXIBLE RUBBER LINED METAL HOSE,LEVER HANDLE AND VACUUM BREAKER.COMPLETE INSTALLATION SHALL MEET WASHINGTON STATE HANICAP (2)1/2" (2)1/2" WH-1 NATURAL GAS WATER HEATER(GAS)-RI SMITH MODEL BTXL-100,75 GALLON STORAGE,115 SH2 REQUIREMENTS.CHICAGO 305-VBRCF WALL MOUNTED FAUCET,INTEGRAL STOPS,VACUUM BREAKER,3/4"MALE 2" 1-1/2" GPH RECOVERY @ 1EF,RISE,95%EFFICIENT,PROVIDE PRESSURE AND GARDEN HOSE OUTLET,5'HOSE AND MOUNTING BRACKET.VERIFY MOUNTING HEIGHT OF FAUCET AND HOSE WATER HEATER TEMPERATURE RELIEF,PROVIDE SEISMIC STRAPS,AS C PH, 5 AMPS. BRACKET WITH ARCHITECT.PROVIDE FDi. 100,000 BTU/H NATURAL GAS INPUT AT 7"W.C.1l2"GAS CONNECTION,PROVIDE CONCENTRIC VENT KIT,CONDENSATE NEUTRALIZATION KIT,DRAIN PAN. SHEET TITLE; TD1 TRENCH DRAIN-ZURN Z-886HD COMPOSITE TRENCH DRAIN SYSTEM,6"WIDE,32'LENGTH,0.75%SLOPE,DUCTILE IRON 4" 2" ET-1 EXPANSION AO SMITH PMC-2,NSF LISTED,CHARGE AIR PRESSURE TO MATCH WATER HEATER SLOTTED GRATE,CLASS E,4"NO-HUB BOTTOM OUTLET FOR PLACEMENT ON LOW SIDE. SCHEDULES TANK WATER PRESSURE(IN NON-HEATING MODE),1.98 GALLON TANK VOLUME,15 LBS OPERATING WEIGHT,10"DIA X 8"HGT. UR1 URINAL(ADA)-ZURN Z5738.235.00 0.125 GPF TOPSPUD URINAL;BATTERY OPERATED SENSOR AV FLUSH VALVE; 2" 2" _- 3W PROVIDE ZURN Z1222 URINAL CARRIER W/BEARING PLATE. HOT WATER CP-1 CIRCULATION PUMP GRUNDFOS UP 15-42,3GPM @ 7FTHD,1/25 HP,120V-1 PH,W/AQUASTAT&TIMER. WB1 REFRIGERATOR-O.F.C.I.,ROUGH IN AND CONNECT CW,GUY GRAY BIM875 WALL BOX,PROVIDE SHOCK ARRESTOR _ _ 1/2„ AND RECESSED WALL BOX. RPBP REDUCED PRESSURE WILKINS MODEL 975XL2 WITH AIR GAP,SIZES 3/4"THRU 2" CLOTHES WASHING MACHINE-O.F.C.I.PROVIDE SHOCK ARRESTORS AND RECESSED WALL BOX WITH DRAIN OUTLET BACKFLOW PREVENTOR WB2 AND TWO WATER VALVES GUY GRAY B-200 WALL BOX 2" 1-1/2" 3/4" 3/4" TP TRAP PRIMER VALVE PRECISION PLUMBING PRODUCTS MODEL CPO-500 WATER CLOSET(ADA)-ZURN Z5560.000.01.19.01 1.6 GPF ADA-ELONGATED PRESSURE ASSIST TWO PIECE TOILET; WC1 ELONGATED,STANDARD WHITE,OPEN FRONT TOILET SEAT,LESS COVER,WITH STAINLESS STEEL CHECK HINGE; 3" 2" - 1/2" HEAVY-DUTY LOOSE KEY STOP AND CLOSET SUPPLY KIT(CONNECTIONS 1/2"IPS X 3/8"OD);Z5970 CLOSET FLANGE BRASS BOLT KIT Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: 02/14/2020 DATE COMPUTER FILE NAME M �+ COPYRIOHT 2lTTI ARCHIT!C-m PA. MITSUBISHI ELECTRIC HVAC US: CITY MULTI VRF OUTDOOR UNIT SCHEDULE VRF HEAT RECOVERY BRANCH CIRCUIT CONTROLLER Design Cooling Design Heating Conected Corrected Electrical-Per Module M-Net Type(double/ Number of Connected Notes/ System M-Net Nominal Cooling Nominal Heating g 9 g g System Tag Tag Reference Address Model Number Main/Sub) Ports Capacity to BC Voltage/Phase MCA 208/230 Options Tag Reference Model Number Modules Outdor Temp Outdoor Temp Cooling Total Heating Capacity Notes!Options Tag Address Capacity(BTU/h)Capacity(BTU/h) Dog(-F) WB(-F) Capacity(BTU/h) (BTU/h) 208/230 or[460V] Voltage/Phase MCA 208/230 RFS MOCP 208/230V/1- 208/230V/3- System 1 BC-1 52 CMB-P7016NU-JA1 Main 16 166,000.0 phase 1,2 System 1 CU-1 51 PURY-EP144TNLLA P144 144,000.0 16Q000.0 85.0 20.2 146,415.E 142,626.2 phase. 49/45 60/60 80/70 1,2,3,4,5 P P 208/230V/1- System 1 SBC1 65 CMB-P108NU-KB1 Sub 8 64,000.0 phase 1,2 Notes&Options: 1 Nominal cooling capacities are based on indoor coil EAT of 80167�F(DB/WB),outdoor of 95'F(DB) Notes&Options: 2 Nominal heating capacities are based on indoor coil EAT of 70QF(DB),outdoor af430F(WB) 1 Include Diamondback Ball Valves BV-Senes,70OPSIG working pressure,full pod,410A rated. CARL ETTI ARCHITECTS P.S. 3 Efficiency values for EER,IEER,COP are based on AHRI 1230 test method for mixture of ducted&non-ducted indoor 2 For sub BC controller CMB-P-NU-GB1 or-GB,the total connectable indoor unit capacity can be 126,000 BTUs or less.If two sub BC controllers are used,the total indoor unit capacity connected to BOTH sub BC controllers also cannot �l llr!&�d� 5 Added field charge listed is in addition to factory charge,this must be updated based upon final as-built piping layout. exceed 126,000 BTUs.For sub BC controller CMB-P1016NU-HB1 the total connectable indoor unit capacity can be 116 EAST FIR STREET 126,000 BTUs or less.However,if two sub controllers are used,and one of them is CMB-1016NU-HB1,the total indoor SUITE A unit capacity connected to BOTH sub controllers must NOT exceed 168,000 BTUs. MOUNT VERNON, WA. 98273 Phone: I360) 424-0394 Fax: 360 424-5726 MITSUBISHI ELECTRIC HVAC US: CITY MULTI VRF INDOOR UNIT SCHEDULE Cooling Design Heating Design Refrig Pipe Dim Max Fan ESP PRELIMINARY System Room Name Tag Reference Model Type Nominal Cooling Nominal Heating Entering Temp Entering Temp Cooling Total Cooling Sensible Heating Capacity Liquid/Suction Peak Fan Airflow Setting 208V/230V Voltage/Phase Electrical Notes/Options Tag Capacity(BTU/h)Capacity(BTU/h) (cim) MCA/MFS Our difference DB/WB(°F) DB/WB(°F) Capacity(BTU/h)Capacity(BTU/h) (BTU/h) (inch) (IN WG) l is engineered. Ceiling cassette(4 208/23OV/1- www.harrisgroup.com System 1 113 POLICE FC-1 PLFY-PO5NFMU-E way airflow)type 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4!1/2 280 phase 0.24/0.24/15 1,2,3,4,5,6 Ceiling concealed 208/23OV/1- 1.45(208V)/1.45(2 t System 1 137-8-9 OFFICE FC-2 PEFY-P15NMAU-E3 type(ducted) 15,000.0 17,000.0 80.0/67.0 70.0 13,230.3 10,700.1 13,063.8 1/4/1/2 494 0.6/0.6 phase 30V)/15 1,2,3,4,5,6 PROJECT NO:0070622.00 System 1 118 KITCHEN FC-3 PLFY-POSNFMU-E ,nay airflow)type Ceiling cassette(4 8,000.0 9,000.0 80.0/67.0 70.0 7,056.2 5,853.9 6,916.1 1/4/1!2 315 phase 208/23OV11- 0.28/0.26115 1,2,3,4,5,6 FC-4 NOT USED A NEW FIRE STATION FOR: System 1 119 120 DINING FC-5 PEFY-P18NMAU-E3 Ceiling concealed 18,000.0 20,000.0 80.0167.0 70.0 15,876.4 12,914.0 15,369.2 1/4/1/2 600 0.6/0.6 208/23OV11- 1.56(208V)/1.56(2 1 2 3,4,5,6 CITY OF ARLINGTON DAY type(ducted) phase 30V)/15 SMOKEY POINT STATION System 1 121 SLEEPER FC-6 PLFY-PO5NFMU-E Ceiling cassette(4- 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 208/23OV11 0.24/0.24/15 1,2,3,4,5,6 myaimow)type phase ARLINGTON, WA 98223 System 1 122 SLEEPER FC-7 PLFY-POSNFMU-E way airflow)type Ceiling cassette(4 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1!2 280 phase 208/23oV/1- 0.24/0.24l15 1,2,3,4,5,6 System 1 123 SLEEPER FC-8 PLFY-POSNFMU-E Ceiling cassette(4- 208/23OV/1- way airflow)type 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 0.24/0.24/15 1,2,3,4,5,6 System 1 124 SLEEPER FC-9 PLFY-P05NFMU-E Ceiling cassette(4- 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 208/23OVII 0.24/0.24/15 1,2,3,4,5,6 way aimow)type phase CONTACT: System 1 125 SLEEPER FC-10 PLFY-P05NFMU-E Ceiling cassette(4- 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 208/23OV/1 0.24/0.24/15 1,2,3,4,5,6 PAUL ELLIS myaimow)type phase CAPITAL PROJECTS MANAGER System 1 126 SLEEPER FC-11 PLFY-PO5NFMU-E Ceiling cassette(4- 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/411/2 280 208/23OV/1_ 0.24/0.24/15 1,2,3,4,5,6 way airflow)type phase 360-403-4603 System 1 127 SLEEPER FC-12 PLFY-POSNFMU-E ,nay aimow)type Ceiling cassette(4 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 phase 208/23OV11- 0.24/0.24/15 1,2,3,4,5,6 System 1 128 HALL FC-13 PEFY-P08NMAU-E3 Ceiling concealed 8,000.0 9,000.0 80.0/67.0 70.0 7,056.2 6,064.9 6,916.1 1/411/2 300 0.6l0.6 2081230V1- 1.05(208V)/1.05(2 1,2,3,4,5,6 type(ducted) phase 30V)/15 w�IayQ��T Ceiling cassette(4- 208/23OV/1- I System 1 132 OFFICE FC-14 PLFY-POSNFMU-E way airflow)type phase 5,000.0 5,600.0 80.0167.0 70.0 4,410.1 4,165.5 4,303.4 1/411/2 280 0.2410.24/15 1,2,3,4,5,6 U 133 Ceiling cassette(4- 208/23OV/1- System 1 CONFERENCE FC-15 PLFY-P08NFMU-E way airflow)type 8,000.0 9,000.0 80.0/67.0 70.0 7,056.2 5,853.9 6,916.1 1/4/1/2 315 phase 0.28/0.28115 1,2,3,4,5,6 FC-16 NOT USED 1�s`nosla�o @' gqU� System 1 134 LAUNDRY FC-17 PLFY-POSNFMU-E Ceiling cassette(4 5,000.0 5,600.0 80.0/67.0 70.0 4,410.1 4,165.5 4,303.4 1/411/2 280 208/23OV/1- 0.24/0.24/15 1,2,3,4,5,6 & way aimow)type phase System 1 140 OFFICE FC-18 PLFY-PO Ceiling cassette(4 SNFMU-E 5,000.0 5,600.0 80.0l67.0 70.0 4,410.1 4,165.5 4,303.4 1/4/1/2 280 208/23OV11- 0.24/0.24/15 1,2,3,4,5,6 way aimow)type phase System 1 142 FITNESS FC-19 PLFY-P18NFMU-E Ceiling cassette(4- 18,000.0 20,000.0 80.0/67.0 70.0 15,876.4 11,004.3 15,369.2 1/4/1/2 460 208/23OV11 0.5/0.5/15 1,2,3,4,5,6 18-261 way airflow)type phase System 1 146 TRAINING FC-20-A PLFY-P18NFMU-E Ceiling cassette(4- 208/23oV/1- way airflow)type 18,000.0 20,000.0 80.0/67.0 70.0 15,735.6 10,945.8 15,173.4 1/411/2 460 phase 0.5/0.5/15 1,2,3,4,5,6 System 1 146 TRAINING FC-20-B PLFY-P18NFMU-E Ceiling cassette(4 18,000.0 20,000.0 80.0/67.0 70.0 15,735.E 10,945.8 15,173.4 1!4/1/2 460 208/23OV/1 0.5/0.5/15 1,2,3,4,5,6 REVISIONS: way aimow)type phase Notes&Options: 1 Nominal cooling capacities are based on indoor coil EAT of 80/67°F(DB/WB),outdoor of 95°F(DB) PRELIM. SET 5-14-2020 2 Nominal heating capacities are based on indoor coil EAT of 70OF(DB),outdoor of 43OF(WB) 3 See outdoor unit schedule for outdoor ambient conditions,connected capacity,and other factors associated with corrected capacities PERMIT SET 5-28-2020 4 See schematic piping/control diagram for indication of required indoor unit remote controllers,system controllers,and integration 5 Full demand corrected capacity includes de-rate associated with indoor vas.outdoor connected capacity indicated on outdoor unit schedule for associated system.Partial corrected capacity assumes sufficient BID SET 7-8-2020 diversity exists such that the connected capacity de-rate does not apply.It is the designers responsibility to ensure"Diamond System Builder"is set in the appropriate output capacity setting(full demand/partial demand)prior to generating this schedule. 6 It is recommended to always base heating corrected capacity on full demand. LOSSNAY ENERGY RECOVERY VENTILATOR SCHEDULE ELECTRIC DUCT HEATER SCHEDULE Nominal Recovery Effectiveness(Extra High Fan PRESSURE ELECTRICAL Interlocked or Max ESP Speed) Lossnay Tag Model Number Stand Alone Core Type Airflow Temperature Enthalpy Cooling Enthalpy Heating ow(cfm) Voltage/Phase MCA/MOCP Notes/Options TAG LOCATION MFG/MODEL KW SIZE DROP(IN.W.C.) V PH REMARKS Recovery DH-1 DOAS-1 OSA SUPPLY DUCT TUTCO EDH 3 12"x 12" 0.025 208 3 1,2,3 Fixed Permeable DH-2 DOAS-2 OSA SUPPLY DUCT TUTCO EDIT 3 12"x 12" 0.025 208 3 1,2,3 DOAS-1 LGH-F470RX5-Ei Stand-Alone Cross Plate 470 0.96 69.0% 51.0% 64.0% 208-23OV/1-phase 3.1/15 1,2,3 DH-3 DOAS-3 OSA SUPPLY DUCT TUTCO EDH 2 10"x 10" 0.025 208 3 1,2,3 SHEET TITLE: DOAS-2 LGH-F470RX5-El Stand-Alone Fixed Permeable 470 0.9E 69.0% 51.0% 64.0% 208-230V/1-phase 3.1/15 1,2,3 SCHEDULES Cross Plate NOTES:1.PROVIDE SCR CONTROL AND DUCT MOUNTED DISCHARGE AIR TEMPERATURE SENSOR. Fixed Permeable 2.PROVIDE BUILT-IN DISCONNECT SWITCH DOAS-3 LGH-F300RX5-El Stand-Alone Cross Plate 300 0.78 65.5% 50.0% 63.0% 208-23OV/1-phase 1.7/15 1,2.3 3.INSTALL DOWNSTREAM OF DOHS,DAT SET POINT 65-F(ROOM TEMP). Notes&Options: 1 Max external static pressure is at airflow listed with fan set on extra high speed. 2 See schematic piping/control diagram for indication of required Iossnay local remote controller(stand alone operation)and M-Net connection points of associated systems. 3 Washable factory standard pre-filter on return and O/A intake side of cross plate core. DUCTLESS SPLIT SYSTEM AIR CONDITIONER Pic OUTDOOR CONDENSING UNIT INDOOR AIR HANDLER PROJECT ARCHITECT: EQUIP. AREA SERVED MFG'/MODEL NUMBER NOMINAL COOL CAP.MBH WEIGHT NOISE LEC.REQ. WEIGHT EQUIP. MFG'/MODEL NUMBER AIRFLOW ESP ELEC.HEA ELEC.REQ. ILE KS TAG TON TOTAL RANGE LBS DBA fllj!25.�O VOLTS PH. LBS TAG CFM IN W.G. KW MCA VOLTS PH. RDH CU-2 200 ELEC/IT MITSUBISHI/PUZ-A24NHA6 2.0 24.0 12.0-24.0 175 50 206 1 211 HP-1 MITSUBISHI/PKA-A24NKA6 635-775 0.00 NA 1.0 208 1 5,E DRAWN BY: AL CHECKED BY: NOTES: 1.PROVIDE WIRELESS REMOTE CONTROLLER 2.INSTALL UNIT 72"AFF 02/14/2020 3.PROVIDE OPTIONAL AIR OUTLET GUIDES DATE 4.INDOOR UNIT POWER WIRING FROM OUTDOOR UNIT. 5.PROVIDE GOBI UNDERMOUNT CONDENSATE PUMP.PUMP TO NEAREST SINK TAIL PIECE. COMPUTER FILE NAME 6.NO ECONOMIZER PROVIDED PER 2015 WSEC C403.3 EXCEPTION 10(OPTION a) Ml12 + COPYRIGHT 2019 CAIt GT ARCHITlC rep PA. FAN SCHEDULE VEHICLE EXHAUST CONTAINMENT SYSTEM EQUIP. E.S.P. FAN MOTOR NOISE EQUIP. TAG AREA SERVED MFG/MODEL NUMBER CFM INCHES HP/WATT SONES(S) DRIVE CONFIGURATION WEIGHT REMARKS TAG MFGR./MODEL DESCRIPTION W.G. VOLTS PH. dBA (LBS) VERTICAL FLOW EXHAUST REMOVAL SYSTEM,CEILING HUNG,RE-CIRCULATING AIRFILTRATION EF-1 102 ELEC.R00M GHEENHECK/SP-A390-VG 175 0.5 33W 120 1 3.5(S) DIRECT CABINET 30 1,2,3 C�ARLETTI ARCHITECTS P.S. VEC-1 hiRU 5 AIRVAC/AIR0RVAC911 SYSTEM,115V 1 PH.3/4 HP,13.6 F.L.AMP,200 lbs EF-2 TBD 9rfh4[amrs&plannft EF-3 108 BUNKER GEAR GHEENHECK/SP-A390-VG 160 0.8 47 W 120 1 5.5(S) DIRECT CABINET 30 2,3,4,6 SYSTEM TO INCLUDE: 1.PREFILTERS (STAGE 1)MERV 8 EF-4 111 DECON GHEENHECK/SP-A390-VG 225 0.8 61 W 120 1 5.0(S) DIRECT CABINET 30 2,3,4,6 116 EAST FIR STREET 2.FILTER PACK(4 STAGE FILER PACK,"MAIN FILTERS"),MERV 16 EF-5 112 RESTROOM GHEENHECK/SP-A200 75 0.8 6 W 120 1 2.5(S) DIRECT CABINET 20 2,3,4,6 SUITE A 3.GAS-PHASE EXTRACTOR(STAGES 3&4)"MULTISORB 3000"BLENDED GAS PHASE EXTRACTOR MOUNT VERNON, WA. 98273 4.FILTER GUAGE 5.UL508A CERTIFIED CONTROL PANEL-AVED-6C/T2 NOTES: 1.FAN CONTROLLED BY REVERSE TSTAT Phone: I36O) 424-0394 6.ACTIVATION PACKAGE-PB030TK 200'PHOTO EYE(SET)&N505AUTM/STX01 TRACK MOUNTED SWITCH(1)EACH DOOR 2.PROVIDE FAN WITH ECM MOTOR Fax: 360I 424-5726 3.DUCT CONNECTS TO FAN WITH APPROVED FLEXIBLE CONNECTORS 4.PROVIDE 24V MOTORIZED DAMPER AT EXHAUST LOUVER PRELIMINARY 5.TBD 6.PROVIDE WALL SWITCH WITH TIMER I Our difference is engineered. -harrisgroup.com VENTILATION SCHEDULE UNIT HEATER SCHEDULE I PROJECT NO:0070622.00 SYSTEM LOCATION AREA # CFM/ CFM/ MIN.OSA CFM MIN.OSA CFM EXHAUST EXHAUST AIR CHANGES REMARKS EQUIP SUPPLY FAN DATA HEATING ELECTRICAL WEIGHT SOUND LEVEL, SF PEOPLE PERSON SF REQUIRED EZ=1.0 PROVIDED CFM REQUIRED CFM PROVIDED PER HOUR MFG'/MODEL AREA SERVED NOTES TAG CFM ESP(IN W.G.) HP DRIVE INPUT MBH OUTPUT MBH AFUE VOLTS PH (LBS) IDEA @ 15FT DOAS-1 113 POLICE 88 2 5 0.06 15 20 1 UH-1 REZNOR/UDAS 75 100 APE BAY 961 0.75 .06 DIRECT 75.0 62.25 83% 121 1 80 49 1,2,-3 4 A NEW FIRE STATION FOR: DOAS-1 114 VESTIBULE 86 NATURAL VENTILATION 2 UH-2 REZNOR/UDAS 75 100 APP BAY 961 0.75 .O6 DIRECT 75.0 62.25 83% 120 1 80 49 1,2,3,4 CITY OF ARLINGTON DOAS-1 115 ENTRY 76 0 5 0.06 5 10 1 SMOKEY POINT STATION DOAS-1 116 REPORTS LIBRARY 80 0 5 0.12 10 10 1 DOAS-1 117 HALL 106 0 5 0.06 6 10 1 ARLINGTON, WA 98223 118 KITCHEN 200 140 250 1 NOTES: DOAS-1 1.PROVIDE VERTCAL COMBUSTION AIR KIT WITH CONCENTRIC ADAPTOR(4"VENT CONNECTION,4"COMBUSTION AIR INLET) DOAS-1 1119 DINING 415 15 7.5 0.12 162 165 1 DOAS-1 120 DAY ROOM 225 10 5 0.06 64 65 1 2.PROVIDE SS HEAT EXCHANGER DOAS-1 135 PANTRY 40 0 0 0.12 5 10 1 3.PROVIDE C V WALL MOUNTED THERMOSTATDOAS-1 136 HALL 36 0 5 0.06 2 10 1 4.PROVIDE CEILING SUSPENSION KIT CONTACT: DOAS-1 1370FFICE 83 1 5 0.06 10 15 1 PAUL ELLIS DOAS-1 1380FFICE 83 1 5 0.06 10 15 1 CAPITAL PROJECTS MANAGER DOAS-1 139 OFFICE 85 1 5 0.06 10 15 1 360-403-4603 DOAS-1 141 HALL 167 0 5 0.06 10 15 1 1,770 30 309 360 140 zso KITCHEN EXHAUST HOOD SCHEDULE SIZE MAX HOOD ELECTRICAL L0�1r SYSTEM LOCATION AREA # CFM/ CFM/ MIN.OSA CFM MIN.OSA CFM EXHAUST EXHAUST AIR CHANGES REMARKS EQUIP. MFG'/MODEL NUMBER L X W EXHAUST CONSTRUCTION WEIGHT wArrGiL, SF PEOPLE PERSON SF REQUIRED EZ=1.0 PROVIDED CFM REQUIRED CFM PROVIDED PER HOUR TAG CFM VOLT AMP LBS. REMARKS U DOAS-2 121 SLEEPER 90 1 5 0.06 10 15 1 RH-1 GE/JVX536ODJ 36"x 20" 300 STAINLSS STEEL 120 3 40 1,2 DOAS-2 122 SLEEPER 90 1 5 0.06 10 15 1 19110510 @' DOAS-2 123 SLEEPER 90 1 5 0.06 10 15 1 NOTES DOAS-2 124 SLEEPER 90 1 5 0.06 10 15 1 DOAS-2 125 SLEEPER 90 1 5 0.06 10 15 1 1.RESIDENTIAL TYPE HOOD AND EXHAUST DUCT DOAS-2 126 SLEEPER 90 1 5 0.06 10 15 1 2.HOOD EXHAUST AIRFLOW IS BELOW 400 CFM AND WILL BE USED INTERMITANTLY. NO MAKEUP AIR IS REQUIRED PER IMC SECTION 505.2. DOAS-2 127 SLEEPER 88 1 5 0.06 1 10 15 1 18-261 DOAS-2 128 HALL 290 0 5 0.06 17 70 1 DOAS-2 131 RR 103 20 90 5.5 1 DOAS-2 132 OFFICE 80 1 2 0.06 7 20 1 DOAS-2 133C0NFERENCE 127 8 7.5 0.12 75 95 1 ELECTRIC HEATER SCHEDULE REVISIONS: DOAS-2 134 LAUNDRY 111 100 5.7 1 DOAS-2 1400FFICE 170 1 5 0.06 15 25 1 EQUIP. ELECTRICAL DOAS-2 142FITNESS 437 6 20 0.06 146 150 225 1 TAG LOCATION MFG/MODELA WATTS ORIENTATION V/PH REMARKS PRELIM. SET 5-14-2020 DOAS-2 145 RR 55 20 35 4.0 1 EH-1 101 RISER/MECH RM KI NGIPAW2022 500 WALL MOUNT 208/1 1,3 2,001 23 334 465 40 450 EH-2 103 SCBA CLEAN RM KI NG/PAW2022 500 WALL MOUNT 208/1 1,3 PERMIT SET 5-28-2020 EH-3 104 HOSE STORAGE KI NGIPAW2022 500 WALL MOUNT 208/1 1,3 EH-4 NOT USED BID SET 7-8-2020 EH-5 106 EMS STORAGE KI NG/PAW2022 500 WALL MOUNT 20811 1,3 SYSTEM LOCATION AREA # CFM/ CFM/ MIN.OSA CFM IN.OSA CFM EXHAUST EXHAUST AIR CHANGES REMARKS EH-6 112 RR KI NGIPAW2022 750 WALL MOUNT 208/1 1,3 SF PEOPLE PERSON SF REQUIRED EZ=1.0 PROVIDED CFM REQUIRED CFM PROVIDED PER HOUR EH-7 114 VESTIBULE KI NG/PAW2022 750 WALL MOUNT 208/1 1,2 DOAS-3 129 RR 76 20 90 7.5 1 EH-8 201 STORAGE KI NGILPW2015 1500 WALL MOUNT 20811 1,2 DOAS-3 130 RR 76 20 90 7.5 1 EH-9 203 STORAGE KI NGILPW2015 1500 WALL MOUNT 20811 1,2 DOAS-3 146 TRAINING 946 32 5 0.12 274 300 120 120 946 32 274 300 120 300 NOTES: 1.COORDINATE LOCATION OF UNIT WITH ARCHITECTURAL FEATURES AND ALL OTHER TRADES 2.PROVIDE WALL MOUNTED TSTAT. NOTES:1.MIN.OSA CFM REQUIRED=(NO.PEOPLE X CFM/PERSON).(AREA X CFM/SQ.FT.) 3.INTEGRAL TSTAT 2.0SA PROVIDED BY NATURAL VENTILATION WITH A MINIMUM OF 4%FLOOR AREA OF OPERABLE OPENINGSTO SPACE OR ROOM SHEET TITLE: SCHEDULES Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: 02/14/2020 DATE COMPUTER FILE NAME m 1 1 3 + COPYRIGHT=9 CARL" ARCHITGC-%P.B. ArIiD ton Fire De(Smoke Pt CITY MULTI Additional refrigerant charge is needed depending on the size and length of extended piping. 9 P y Please refer the amount of pre-charge and the formula of calculation which is mentioned on DIAGRAM SYMBOL LEGEND coNi.NQ PAGE SYSTEM SCHEMATIC DWG, the 16AWG) DISPLAY DESCRIPTION 1.2Smm 16 AWG :1.25mm 16 AWG or more. 0.15mm 20 AWG:between O.Smm 24 AWG and O.iSmm 20 AWG. — —I POWER WIRE CONTROL WIRE System 1 R F. PIP 3— CU-1 208-230V/60HTFUSE E 6-2 AWG S EPR44TNU-A CARLETTI ARCHITECTS P.S. PIPING AND CONTROLS archkeowre&Vim^^ft SYMBOL BRANCH PIPE MODEL NAME 116 EAST FIR STREET J1 CMY-R302S-Gi J2 CMY-R303S-G1 SUITE A J3 CMY-R306S-G LlL20 TB7 MOUNT VERNON, WA. 98273 SYMBOL LIQUID PIPFIGAS PIPE SIZE P1 114IT Phone: I360) 424-0394 P2 17A 11.118 051 Fax: 360 424-5726 SYMBOL MODELNUMBER a3 c swrM�BssaRam�murerR CR PAGYr53CRAW LR PZ43SMF-E (S) PRELIMINARY Our difference P2 is engineered. —.harrisgroup.com a A BC-1 a SBC1 1 CMB-P1016NU-JA1 CMB-P108NU-KB1 16-2 AWG S TH2 052 2 TB2 066 PROJECT NO:0070622.00 B1 G TB1 G 2COre 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2Core 1 2 3 4 5 _ A NEW FIRE STATION FOR: CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA 98223 208-230V FUSE 2 -2JOV FUSE P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 CONTACT: PAUL ELLIS 206 230V 2 8-230V 2 8 230V 2 8 230V 2 8 230V 2 230V 2 8 230V 2 8 230V 2 8 230V 2 8 230V 2 230V 2 8 230V 2 8-230V 2 8.230V 2 8 230V 2 230V 2 8 230V 2 8 230V 2 8 230V 2 8 230V 230V 208 230V 208 230V CAPITAL PROJECTS MANAGER FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE 360-403-4603 L1L2 G L1L2 G L1 L2 G L1 L2 G L1L2 G L1L2 G TPnC5NFWZ L1 L2 G LIL2 G L1L2 G L1L2 G L1L2 G L1 L2 G LI L2 G L1L2 G L1L2 G L1 L2 G L1 L2 G LI L2 G L1L2 G TMt TMI TMI 001 002 003 004 005 006 008 009 010 011 012 013 014 015 016 017 018 019 020 021 022 023 Cyl Gp2 Gp3 G$ 4 Cy6 Go Gp9 Gp10 Cy11 Gp12 Gp13 Gp14 Gyl5 Cylfi Gp17 Gp18 Gp19 Gy20 Gy21 GPp GP23 iB8 iBt5 i85 i615 TPo iBtS TB5 TB15 i85 i815 iBS i815 TB5 iB15 iB5 iB15 i85 i815 iBS iBtS iB5 iB15 iB5 TB15 i85 iB15 iB5 i815 iBS i815 iB5 iBt5 TB5 TB15 i85 iB15 iB5 iBt5 kt*, we1R07 lww'V TM4 TB5 .4 TBS TM4 TBS PIFY- PEFY- PLFY PLFK PLFY- P06N PLFK PIFY- PIFY- PLFY- PLFK PEFK PIFY- PIFY- RF1' PLFK PLFK PLFY- PLFY- LGH- LGH- LGH- PoSNFMUE PISNMAUE3 POBNFMUf POBNFMUE EPI2NEMUf PoSNFMUE PoSNFMUE POR4RiUE PoSNFMUE POSrFMUE POSNFMUf POBNMAUE3 POR4FMUE Po6NFMUEP18NFMUE P18NFMUE PiBNFMUE F470RX5-Ei F470RX5-Ei F300RX5-E1AE-200ACR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR LR LR LR 1�9nosla�o 113POLICE 1FMOFFICE 118KITCHEN 119DINNING 120DAYROOM 121SLEEPER 122SLEEPER 123SLEUB 124SI RR 125SIPEPER IN SLEEPER 127SLEEPER 128 HALL 132OFFICE 133CONRRENCE 134 AUNDRY 140OFFICE 142FITNESS 146TRMNING %TRAINING DOAS-1 DOAS-2 DOAS-3 18-261 4.1.3.38 FC-1 FC-2 FC-3 FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 FC-10 FC-11 FC-12 FC-13 FC-14 FC-15 FC-17 FC-18 FC-19 FC-20-A FC-20-13 MBsuNshi Elo�ic DianahSysNmBuid¢r REMARKS 3/31/2020 Comments: REVISIONS: 9:17 AM PRELIM. SET 5-14-2020 PERMIT SET 5-28-2020 BID SET 7-8-2020 SHEET TITLE: VRF DIAGRAM Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: 02/14/2020 DATE COMPUTER FILE NAME M14 + COPYRIGHT 2Cn9 CAIILGTTI ARCHITGCTe,PA. 1.9 2.9 4 9 CARLETTH ARCHITECTS P.S. O O O EAST FIR S e @r plmnnaoog Ty 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (360) 424-0394 Fax: (360) 424-5726 PRELIMINARY Our difference is engineered. —harrisgroup.com I PROJECT N0:0070622.00 I i I I I I A NEW FlRE STATION FOR: BUILDING OW SUPPLYAND ILA -- �' - - -� CITY OF ARLINGTON yyy.. SMOKEY POINT STATION FIRE SPRIry1KLER SERVICE. � 4"SS CLEANOUT TO GRADE. COVERED ////�I��� SEE CIVIL$SITE UTILITIES SEE CIVIL PLANS FOR CONTINUAITON. PATIO DAY ROOM ARLINGTON, WA 98223 PLAN FOR CONTINUATION. IE=-42 BFF 120 \�`\CJ �//���j CrE "SS CLEANOUT TO RADE4"TO EXTERIOR OIUWATER EE CIVIL PLANS FO CONTINUATION. =50"BFF SEPARATOR(BY OTHERS) CONTACT: I � ELEC. -41 CLEAN SCBA LEE E PAUL ELLIS 9 RISER/ FD ROOM ROOM HOSE ROOM/ 1/2"TPL STORAGE SLE PER SLE PERT'R SEELERn 1 4 SLEE ER SLEE ER CAPITAL PROJECTS MANAGER RISER DRAIN H o 102 103 STORAGE FD WORK SHOP 106DINING 121 1 2 1 12 12 360-403-4603 M4.0 R M 1 "TPL 104 COMPRESSOR 119 05 HALL A L 6.6) 4'FCO —J I I I 1 8 pa WA 71 G' 4"FCO --- I 4"(0) I I 4"(23) (9) 3"(16) Ns�2 L TTD L RR RR DW 1 130 331 TD TDTO, EIJNKE I -- SL PER lsimsm A KITCHEN FDI CFD I C �FD 1/ 'TP TYP FSS/ONAL ENO'\ FD 0 PANTRY W UR L v2^ o0 3s 18-261 ISLAND VENT FD L UNDRY CONFERENCE g ND 134 133 136 1/2"TPL - - - - - p REVISIONS:IC HA 1 9 HALL H LL FITNESS GAS METER(BY OTHERS) (4)APP ATUS BAYS 117 1 1 142 PATIO 490 MBH AT 7"W.C. 3100 S ---- PRELIM. SET 5-14-2020 S EPORTS caR LIBRARY ENTRv ICE " 15 PERMIT SET 5-28-2020 1 o S 116 11`' OF OFFICE OFFICE ) 1/ TPL 37 138 139 u1 / I I ,i BID SET 7-8-2020 PERMIT REV 1 7-9-2020 R "CC OFFICE E P0BREAK40 113 VESTIBULE FD 44 1/2"TPL 1 D 4"FC ' F 1/2"T 114 COVERED TRAINING ROOM 3"FCO ENTRANCE 30 SEATS TDD 1D ) ) SHEET TITLE: T ) D BELOW GRADE PLAN — PLUMBING D D D ) CJ D D D ) CJ D D ) ) ) I I I I Pic 1 4 6 7 8 PROJECT ARCHITECT: RDH DRANN BY: AL FLAN CHECKED BY: NORTH 02/14/2020 BELOW GRADE PLAN-PLUMBING DATE 1 0 4' 8' 16' COMPUTER FILE NAME SCALE:1/8"=1'-0" 0 c + "C IWT 2MO CMU MC WCM P.S. 1 1,9 2.9 4 6 7.1 8 9 CARLETTI ARCHITECTS P.S. O O O O O ar'c91it®t¢ure&planning 116 EAST SUITE A FIR STREET MOUNT VERNON, WA. 98273 Phone: 3601 424-0394 Fax: 360 424-5726 PRELIMINARY Our difference is engineered. w .harrisgroup.com PROJECT N0:0070622.00 A NEW FIRE STATION FOR: - -�- - - L• - - - - - - - - - - - - - - - - - CITY OF ARLINGTON SMOKEY POINT STATION 2"BUILDING CW SERV CIE ISCWITH GAS QUICK COVERED ARLINGTON WA 98223 1 RPBP AND MAIN SHUTiOFF. DONNECT FOR DAY ROOM M4.0 (TOTALS WSF)1=69) I"14.0 BBQ(BY OTHERS) PATIO n 120 I I HB2 ° ELEG SCBA FD1 LE P CONTACT: / ROOM ROOMIS CLEAN HOSE RO M/ O EMS ��"( H) SL EPE SL EPERSLE P124 SLE PE SLE PER CAPITALPAUL LPROJECTS MANAGER (.54.o 1 102 103 I I STORAGE 106 1 1 1 z 1 3 360-403-4603 ROOM I WORK 5H0 DINING 12 12 104 COMPRESS 4"31) 112 1 3 — 3/ , , O 105 +Z'f`✓2)—ALL 1-1/2"(25) 1"(6.75) 4"(49.5)VTR L1 2"(7) FD1 L H1 -�3/4" .5) ¢ 3' tom_—_—___ T,T• ___—_— 7 _ _—_ _ _ 1 8_ U of w^stp�j 3/4"(75 MBH F IF 1 RR R 3/4 2 3 lsuosro G UIKbR S1 2" SL EPE 3l4"(75 MB i1 $ KITCHEN I 32 1 1 8 L� 2"(41 MBH) 1-1/ (290 MBH) I SH1 ITI - H61 M4.0 (TYP) PA Y T TD1 T 1 1-1/ (230 MBH) O) R1 8/51 Vy I- 18-261 I AUN R ERENCE , W81 134 13 O "(490 BH) TD1 I ISLAND VE M9® S G - - - REVISIONS: S3 9 1-1/2"(30.FA U0P FD1 I S2 HALL 1-1/"18) FITNES —� $` GAS METER(BY OTHERS) i 5 PPP ATU BAYS O I — 1"(10p M�H111P I 2(11 5) AL 142 PATIO 490 MBH AT 7"W.C. 00 1-1/ (130 M H) , - , PRELIM. SET 5 14 2020 e ARY ENTRY (s I I PERMIT SET 5-28-2020 LuuJ D7 115 OFFICE OFFI OFFI E i J 1(3. ) I L7 �+— 1 139 BID SET 7-8-2020 ir 2 �Wl - --- - -- - -- wc1 M4.0 R1 UU A .2mricE D O M 1"(1025) POEl 13 VE5'I4BULE I 4 UR1 40 L F 2 D1 • • U WC1 COVERED TRAINING ROOM ENTRANCE DF1 30 SEATS 004 S FD7 I ) D D D SHEET TITLE: C' - - - • - - - • • - - • •- - - • - HB2 D D D FIRST FLOOR PLAN PLUMBING ) D ) D 0 I I I ) ) D D D I I I I I II I Pic 1 4 O 1 6 Y 7 l 8 9 PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED 6Y: PLAN NORTH FIRST FLOOR PLAN-PLUMBING DA�4/2020 1 0 4' 8' 16' COMPUTER FILE NAME SCALE:1/8"=1'-0" M2 , 1 + Eovr T 209 E ET l MI Ps. 1 1,9 2,9 4 6 7.1 - - - - - - - - - - - - �_ CARLETTI ARCHITECTS P.S. ardh4tacaure&plmnndoog 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 STORAGE ELEC./ IT Phone; I36O� 424-0394 2 0 2 0 0 Fax: 360 424-5726 PRELIMINARY _ _ _ _ Our difference mrr engineered. www.haisgroup.com HALL I PROJECT N0:0070622.00 202 A NEW FIRE STATION FOR: CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA 98223 CONTACT: 110 PAUL ELLIS CAPITAL PROJECTS MANAGER 360-403-4603 3"VTR ' APPARATUS °3"HDBDRA�N WA R WH P&T 1-1/2"(30.75)DOWN :LIEF BAYS BELOW EN A-gyp STORAGE O 2"(100 MBH) �19110510_ __1-1/2 DCWN-- 11 M4.0 WH1 O ET-1 18-261 CP1 3/4"DOWN REVISIONS: PRELIM. SET 5-14-2020 PERMIT SET 5-28-2020 BID SET 7-8-2020 SHEET TITLE: MEZZ. FLOOR PLAN - PLUMBING F ---- ------------------------------------------- ----- ------ - --------------------------------------------- --- - - --- - - - - - - - - - - - - - - - - - - - PJC PROJECT ARCHITECT: RDH DRAWN BY: ' AL CHECKED BY: PLAN NORTH 02/14/2020 1 MEZZANINE FLOOR PLAN-PLUMBING DATE o 2' a' s' COMPUTER FILE NAME SCALE:1/4"=1'-0" 2 . 2 + COPYRIGHT 20 O CARLlTTI ARCHrrUCTB,PA. CARLETTI ARCHITECTS P.S. archkamn 1.9 2.9 6 7.1 n rs n ft Y Y 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone; 360 424-0394 Fax: 360 424-5726 , PRELIMINARY Our difference is engineered. —.harrisgroup.com I I I I II I I PROJECT N0:0070622.00 ------_-t-------- �———— ANEW FIRE STATION FOR: - - - - - - - - - - - - - -- CITY OF ARLINGTON IovERED F I SMOKEY POINT STATION cu cu PATIO A o ARLINGTON, WA 98223 2 1 III SEE SHEET M3.1 MEZZ. MOUNT UNITS ON PLAN FOR OSA/EXHAUST CONCRETE PAD DUCTING AND DOAS r ------------ ---------I II L--------------------------------- _I B I r I B CONTACT; kPH scea P Ny' PAUL ELLIS CLEA EH ROOM HOSE R00 / MS FC S P P ST TORAGa F 3 6 CAPITAL PROJECTS MANAGER ONWOR HOP 106 DI IN 61OMP SSOR f360-403-4603 / G�V/H ROOF 105 O/ - F-1 \/ — - - - - C T EH T FC 300 M C N EN RI UH 1 W EH H 2 T 8"C L FG13 1-0i1r N TH U 00 UH 2 3 WG 7 -- 1 E C T OL - - 5 FM 1 "COS X12"CD X12"COS C2 O 6 'AlEL OC TI N U _ C FC F 1 1�-6� 2 \ W A C M 2 0 CF CFM 131 12 FF Y 1 250 19110610 @' U KER - 1 GS 1 X12 GS 12X72 P R E T K]T O C 9 CF s0 CFM E � 60 TO R OF CA FC 19 @ 1 AF 1 3 50CF 18-261 T 7 L 20 CFM _-- WG - - -�p REVISIONS: 109 5 CFM H 8"CDL B7 2 GL FIT E 95 CFM 3, PP R TU B Y 141 1 2 PATIO 31 o FI F ' PRELIM. SET 5-14-2020 1 0 a DL 6"CC L G' 6 L_--- LIBRA F� E 80C [60 M 80 FM 8" Fn D s PERMIT SET 5-28-2020 o , � OFFI T F6f OFI=] E 1 u D� jM 221 cF BID SET 7-8-2020 1 0 RY R H US - 10CP I� "C 6" DL DL 1 M 15Ts 15 9 EH TCD 1 E 0 FI E -r PO II EAK m4 EY T PL F4 F t ° T'11 L �E5114ULE . 24X12"C L144 35C .0 5 C M 120 CFM - F _ _ _ _ _ _ _ FC-2BA-8-20 - COVERED TRAI G ROOM d" ENTRANCE(3)1DUCTS L Up �I4 ) 4 SHEET TITLE: TO ALL LOUVER ' @ d A ------ -----_ ___ G - - - ---------, II r——— — —--- J--———--————— ---�L� zo 2c FIRST FLOOR PLAN HVAC L$11 1 g I II , I � c 6"G ) )6 --------------------L--�- , 62 , 7 Pic �J b PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: NORTH FIRST FLOOR PLAN-HVAC DATe4/2020 o a' s' 1 s COMPUTER FILE NAME SCALE:1/8"=1'-0" m 30 I + COPYRIGHT 20O CARLerrt ARCHMCM PA. CARLETTI ARCHITECTS P.S. 1.9 2.9 6 7.1 archkamre&plannft T T 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone; 60 424-0394 Fax: R601 424-5726 PRELIMINARY Our difference is engineered. —.harrisgroup.com PROJECT N0:0070622.00 -�- A _ A A NEW FIRE STATION FOR: I l l � CITY OF ARLINGTON SMOKEY POINT STATION �I ARLINGTON, WA 98223 I I, I, CONTACT; o PAUL ELLIS 5 ao1 E EO FL IT CAPITAL PROJECTS MANAGER HP 360-403-4603 r 1 HAL j,n'T E8 20 I 01FwAsy„ FE T M INTERCONNECT EF-3 8 EH-9 III EF-4,EITHER FAN COMES E ON DAMPER OPENS 30x24 WALL LOUVER RH DUCT UP TO 1�s`nosla o @' 2 ¢ i (BOTTOM 10FT AFF) ROOF CAP _ � 30X18 WALL LOUVER IN &� GABLE END(INTAKE) 3"WATER HEATER _ 18-261 COMBUSTION AIR INTAKE M APPARATUS AND FLUE.PROVIDE BAYS BELOW CONCENTRIC KIT AT - 2" 7 T DH 96C I s REVISIONS: 12" OA I I Ti 12"0 2 OA 30X18 WALL LOUVER IN PROVIDE 10"DR YER o M GABLE END(EXHAUST) PRELIM. SET 5-14-2020 EXHAUST AT MIN.3' B VE LOWER OOF L�vEL. 12"0 PERMIT SET 5-28-2020 � M "0 DN BID SET 7-8-2020 EH OA �_ s g �ROVIDER-71NSJL. (3)EX�LIST T SUPPLV AIR 2 H DUCTS DN PLENUM& �DUCT 3 TYPICAL_ - - - - - - - - - - _ ___ O ORIZED DAMPER 36X30 WALL LOUVER M BELOW EXH PLENUM IN HIGH SIDEWALL R-7 WRAP ON PLENUM (EXHAUST) 18X18 WALL LOUVER IN SHEET TITLE: RAKE END INTAKE) 1OF NIN MEZZ. FLOOR PLAN - HVAC I M I 18X12 WALL LOUVER IN RAKE END(EXHAUST) PROVIDE R-71NSUL. AT EX .PLENUM - -__ - - - - - - I I 1 —\MJ1 (21 31 al 51 til 7 lal al Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: PLAN NORTH 02/14/2020 MEZZANINE FLOOR PLAN-HVAC DATE 0 4' 8' 16' COMPUTER FILE NAME SCALE:1/8"=1'-0" m 3 1 + COPYRIOHT 201Y CARLGTTI ARC P.B. CARLETTI ARCHITECTS P.S. 1.9 2.9 6 7.1 archkamre&plannft 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone; 60 424-0394 Fax: R601 424-5726 PRELIMINARY Our difference is engineered. —.harrisgroup.com 1 PROJECT N0:0070622.00 I A NEW FIRE STATION FOR: / CITY OF ARLINGT SMOKEY POINT STATION ARLINGTON, WA 98223 I ' I CONTACT; PAUL ELLIS UH-1 CONCENTRIC UH-2 CONCENTRIC III CAPITAL PROJECTS MANAGER VENTTHRU ROOF VENT THRU ROOF 360-403-4603 - - - - - - - - _ _ WH-1 CONCENTRIC VENT THRU ROOF 19110610 �@+' BDDQ DRYER VENT CAPtslo I I ii i `FTF'V BDD RANGE WOOD r[ EXHAUST 18-261 PM I II I - - - - - - - - - -+- - - - - - -� REVISIONS: PRELIM. SET 5-14-2020 I I III PERMIT SET 5-28-2020 BID SET 7-8-2020 I I I I ' I I I I SHEET TITLE: �- - - - ROOF PLAN - HVAC I I 01 66 & I 2 31 ( al 51 Fl 7 al al Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: PLAN NORTH ROOF PLAN-HVAC DATe4/2020 1 o a' s' 16' COMPUTER FILE NAME SCALE:1/8"=1'-0" 3 . 2 COPYRIGHT 2WO CARLeTTI ARCHMCTS,PA. SHEET STAINLESS STEEL TO EXTEND 12"HIGHER THAN RPBP AND DOWN 112" TO FLOOR(WALL PROTECTION) PIPING IN 3/4" 2"REDUCED PRESSURE ZONE / SHUT-OFF WALL(TYP) BACKFLOW PREVENTER WITH STRAINER CONNECT ABOVE J CENTERLINE OF MAIN CARLETTI ARCHITECTS P.S. I WITH BLOW-OUT VALVE INCLUDING PRECISION PLUMBING PRODUCTS,INC HOSE CONNECTION AND END CAP MOUNT PRIMER VALVE 12"FOR P�NI� EVERY 20'OF TRAP PRIMER LINE GAS FIRED EQUIPMENT PROVIDE SPRING LOADED INLINE PRESSURE GAUGE 116 EAST FIR STREET ESCUTCHEON RESILIENT SEATED CHECK VALVE ADJUSTABLE STRAINER TYPICAL , SUITE A WATER HAMMER MOUNT VERNON, WA. 98273 DEPRESS DRAIN ARRESTOR _ GAS SHUT-OFF VALVE "'4 TO 1/2" TYPICAL Phone: �360) 424-0394 FLOOR FINISH 1 JBALL VALVE PR-500 TRAP PRIMER VALVE 2" Fax: 360 424-5726 3/4" STRAINER (2 TYP) WITH INTERNAL AIR GAP MAIN BUILDING NATURAL GAS ° p 0 SHUT-OFF(2 TYP) PRELIMINARY PIPING AT 7"W.C. (� NON-SHRINK GROUT ( ) PRIMER GRAVITY TRAP PROVIDE FIXED PRIMER LINE ' AIR GAP FITTING ' Our difference FLEXIBLE AG-500 AIR GAP FITTING I is engineered. aQ �� UNIT TO BE LEVEL AND ALIGNED ° p CONNECTION ( ) ° 4 p PIPE RELIEF FULL www.harris rou oom O TYPICAL 9 P CLAMPING RING a o WATER PROOF MEMBRANE SIZE TO DRAIN FLOOR AIR GAP INSTALLED BY GENERAL CONTRACTOR a ° ° ° PROJECT No:0070822.0. DRIP LEG a4 ASSEMBLY UNION DRAIN PI FLOOR DRAIN REDUCER AS - REQUIRED -4"TRAP AND WATER SUPPLY TRAP ARM A NEW FIRE STATION FOR: 4 GAS PIPING CONNECTION DETAIL 3 FLOOR DRAIN DETAIL 2 WASHER DETAIL 1 REDUCED PRESSURE BACKFLOW PREVENTER DETAIL CITY OF ARLINGTON M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 SCALE:NTS SMOKEY POINT STATION / ARLINGTON, WA 98223 CONNECTABOVE CENTERLINE OF M CONTACT: BALLVALVE PAUL ELLIS CAPITAL PROJECTS MANAGER FINISHED WALL [FINISHED WALL PROVIDE ADEQUATELY SIZED 360-403-4603 LOCKING TYPE ACCESS PANEL MOUNT PRIMER VALVE 12"FOR EVERY 20'OF TRAP PRIMER LINE TO ELECT.CIRCUIT /-NEW SINK PRECISION PLUMBING PRODUCTS, a'AerL, ``A (BY ELECT.) INC PO AIR TRAP PRIMER VALVE �i. MANUAL RESET SWITCH INTERIORWALL r `- (BY MECH.) (UNIT TO GAP FITTING r91ro55lo J/ (UNIT TO BE LEVEL AND ALIGNED) SOLENOID VA.-NC. 2"VENT BALL VALVE 70 ROO � t L ED 1 1/2"GRAVITY TRAP PRIMER LINE GAS COCK CLEAN OUT 18-261 3/4" CLEAN OUT WALL CLAMP f FLOOR FLOOR DRAIN WALLTHICKNESS 1 REVISIONS: INSIDE(BACK)OF WALL 314" GAS COCK F SLOPE TRAP PLAN SIDE QUICK DISCONECT --------� PRIMER LINE '�\—P-TRAP PRELIM. SET 5-14-2020 2"WAST PERMIT SET 5-28-2020 a FREEZEPROOF WALL HYDRANT DETAIL GAS BBQ PIPING DETAILS s ISLAND VENT DETAIL s TRAP PRIMER DETAIL BID SET 7-8-2020 M4.0 SCALE:NTS M4.0 SCALE:TNS M4.0 SCALE:NTS M4.0 SCALE:NTS CONNECT ABOVE CENTERLINE OF MAIN) SHUT-OFF SHEET TITLE: SET DELIVERY TEMP TO 140°F PRECISION PLUMBING PRODUCTS,INC DETAILS MOUNT PRIMER VALVE 12"FOR EVERY 20'OF TRAP PRIMER LINE 1-1/2" �� I _ 2"DISCHARGE FRMO SPRINKLER PR-500 TRAP PRIMER VALVE WITH INTAKE EXHAU T M IN OPENED UIN.NDERAIN TO BE FULLY PRE SURE FOR INTERNAL AIR GAP 1-1/2'/4 I I ')' U 1 MAXIMUM FLOW DURING TEST. i1/2"GRAVITY TRAP I PRIMER LINE THERMOMETER(TYP) (UNIT GTO IBE LEVELND ALIGNED) RGAPFITTING vz° I I EXPANSION TANK I Z HOT WATER CIRC.PUMP I LEAD COUNTERFLASH SLEEVE,3 LB,3" AIR GAP I u SEISMIC RESTRAIN SPACE MAKER E-50 SKIR7 OVERLAP 1"MIN.RETURN LIP. OR EQUAL BALL VALVE(TYP) L�_}� TYPICAL 2 ANCHOR TO z MACHINE FORMED OR FABRICATED AND Z I ) SOLDERED TYPE FIELD FOLD-OVER TYPE _ 8"COLLECTOR FUNNEL SUBSTANTIAL STRUCTURE CIRCUIT SETTER PROHIBITED Pic SET TO 1 GPM PIPE RELIEF FULL SIZE CHECK VALVE(TYP) TO HUB DRAIN 9 PROJECT ARCHITECT: UNION(TYP) L---1- 8"z4"REDUCER WATER HEATER RDH DRAIN PAN FINISHED FLOOR DRAWN BY: MEZZ.FLOOR DRAIN 72+ AL 4"TRAP CHECKED 6Y: AND TRAP ARM C 02/14/2020 (2)WATER HEATER DETAIL rio PLUMBING VENT FLASHING 9 FIRE SPRINKLER DRAIN DETAIL DATE M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 SCALE:NTS COMPUTER FILE NAME M 4 , 0 + COP RIOHT 2019 CAIILOTTI ARCHrrOCTO,P.B. NEOPRENE HANGER,VIBRATION (4)1/2"ALL THREAD RODS ISOLATION(TYP)2-1/2"TALL SUPPORT BY STRUCTURAL MANUFACTURER'S CEILIN MOUNTING PLATE 6"MI IMUM FLEX CONNECTION TRUSSES FLEX CONNECTION LAG SCREW(TYP) r RETURN DUCT 4'-0"MIN. 3'-0" WOOD OR CMU WALL SUPPLY DUCT MIN. INDOOR UNIT -----_ �ARD.ETTI�.RCHITECTS poi, STEEL UNISTRUT SUPPLY/OSA(FA) archk .cure&Hlannhg (4)1/2°ALL THREAD RODS C 116 EAST FIR STREET ANCHOR BOLT TO WALL NEOPRENE HANGER VIBRATION SUITE A PER MANUFACTURER'S IS (TYP) VARIES DOAS/HRV MOUNT VERNON, WA. 98273 INSTRUCTIONS REFRIGERANT CONNECTION REFRIGERANT DUCT COIL (LIQUID&GAS) CONNECTION(LIQUID) FBM SERIES FILTER BOX FLEX CONNECTION DRAIN PIPE TRANSITION OR ELBOW Phone: �360I 424-0394 REFRIGERANT ROUTE TO APPROVED FIXTURE Fax: 360 424-5726 \\—FAN COIL CONNECTION(GAS) FAN COIL PRELIMINARY Our difference is engineered. 4 FAN COIL DETAIL 3 NON DUCTED 4-WAY FAN COIL DETAIL r2 �DUCTED RETURN FAN COIL DETAIL 1 ELECTRIC DUCT COIL DETAIL www.harrisgroup.com M4.0 SCALE:NTS M4.0 SCALE:NTS M4.1 SCALE:NTS M4.0 SCALE:NTS I PROJECT N0:0070622.00 GALVANIZED ROOF HOOD ANEW FIRE STATION FOR: PAINT TO MATCH ROOF CITY OF ARLINGTON SMOKEY POINT STATION ARLINGTON, WA 98223 LAG SCREW(TYP) TRUSSES LAG SCREW(TYP) TRUSSES --- -- -- STEEL UNISTRUT STEEL UNISTRUT NEOPRENE HANGER VIBRATION 1"BIRD SCREEN NEOPRENE HANGER VIBRATION ISOLATION(TYP) i ISOLATION(TYP) (4)1/2"ALL THREAD RODS (4)1/2"ALL THREAD RODS ROOF 0 CONTACT: PAUL ELLIS ROOF CURB EQUIPMENT RAILS CAPITAL PROJECTS MANAGER CABINET FAN----_ 360-403-4603 MOTORIZED DAMPER EA OUT DOOR UNIT FLEXIBLE CONNECTION DUCT(INSULATE WHERE LOl�y, HRV TYPICAL REQUIRED) FLEXIBLE CONNECTION TYPICAL 191M10 7 DOAS-HRV DETAIL 'B 8 EXHAUST FAN DETAIL 8 ROOF HOOD DETAIL INTAKE OR EXHAUST 5 CONDENSING UNIT DETAIL L� M4.0 SCALE:NTS M4.0 Scale:NTS M4.0 SCALE:NTS M4.0 SCALE:NTS 18-261 GASKET SUPPLIED WITH AH UNIT SECURE DUCT I TO CURB NAILER REVISIONS: PRE FABRICATED CURB RIGID INSULATION AC UNIT RAIL GALVANIZED SHEETMETAL FILLER TO SUIT %/ FLASHING PRELIM. SET 5-14-2020 WEATHERHOOD B"SQUARE ELECTRICAL CONDUIT FAN HOUSING INSULATED DUCTWORK I 24"MINIMUM ABOVE AVERAGE PERMIT SET 5-28-2020 ROOFING, SNOW ACCUMULATION(PER FILL CAVITY WITH MFR'S INSTRUCTION) ROOF REFRIGERATION PIPING SPRAY FOAM CANT STRIP, , BID SET 7-8-2020 INSULATION RIGID L S HI FASTEN TO CURB AND CAULK AND FLASHI TREATED RAIL ROOF ROOFING BY OTHERS ROOFTOP FIELD INSTALL SHEET METAL STRAP CLAMP MANUFACTURE PRE FABRICATED ROOF HRV TO SUPPORT THE ENTIRE WEIGHT OF , CURB CURB SUPPLIED BY AC UNIT THE TERMINATION KIT. UNIT MANUFACTURER FLASHING COLLAR ROOF DECK , AND SEALANT, MOTORIZED DAMPER ROOF DECK ROOF DECK SEE FASTEN TO DECK STRUCTURAL INLET AIR EXHAUST AIR TYPICAL DUCT DRAWINGS FOR ROOF SUPPORTATCURB SHEET TITLE: ROOFTOP VENTILATOR 1i CURB SIMILAR DETAILS 12 PIPE PENETRATION THROUGH ROOF 11 ROOF TOP EXHAUST FAN DETAIL 10 ROOFTOP HRV CURB DETAIL 9 CONCENTRIC VENT DETAIL M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 Scale:NTS Pic PROJECT ARCHITECT: RDH DRAWN BY: AL CHECKED BY: 02/14/2020 DATE COMPUTER FILE NAME m 4I � + COPMOHT=6 CARL!TTI ARCIIRGCTB P.9. FICE 0 PY 2015 Washington State Energy Code Compliance Forms for Commercial,R2 an R over 3 stones and a R1 Mechanical Summary MECH-SUM 2015 Washington State EnergyCode Com Hance Forms for Commercial Buildings includingR2&R3 over 3 stories and all R1 Revised Janua 2017 Project Information Project Title: City of Arlington Smokey Point Fire Station Date 5/28/2020 Applicant Information. Provide con fact information for individual who can respond to For Building Dept.Use inquiries about compliance form information provided. Company Name: Harris Group Company Address: 20201 Ceder Valley Rd,Ste 120,Lynnwood,WA 98036 Applicant Name: Andy Longino Applicant Phone: 425-774-3829 Project Description 2 New Building ❑Building Addition ❑Tenant Improvement ❑System Retrofit ❑No System Changes Briefly describe mechanical systems in Gas fired unit heaters in the apparatus bay. VRF system with HRVs for the office and living space of the fire the text box provided station. Small electric heaters in unmaned areas like the fire sprinkler riser room. [I Total Bldg Performance(TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM,MECH-CHK,and C407 Energy Analysis forms required. O Load calculation summary ❑ MECH-LOAD-CALC Form Design Load Calculations Provide design load calculations for all mechanical systems and equipment serving the building heating,cooling or ventilating needs.If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required O Mechanical Plans ❑ MECH-EQ Forms(TBD) Mechanical Schedules Indicate location of equipment compliance information If provided on plans then MECH-EQ forms are not required, however,include on plans all applicable compliance information listed in MECH EQ tables. 0 DOAS is required per C403.6 effective July 1,2017(office,retail,education,library and fire station occupancies) All occupied,conditioned areas shall be served by a DOAS chat delivers required ventilation airin a manner that does not require space conditioning fan operation.Space conditioning fans cycled off when no heating or cooling is required. Dedicated Outdoor Air ❑ Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS(C403.6,Exception 1) ElP)Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOAS(C403 6,Exception System Requirements and High Efficiency VAV ❑ DOAS included in project,although not required(occupancy not office,retail,education,library or fire station) Alternate ❑ DOAS related allowances included in project: ❑ Prescriptive vertical fenestration maximum area allowance increased to 40%per C402.4.1.4 with 100%of conditioned floor area in building served by DOAS. ❑ Exception to air economizer per C403 3 Exception 1,include MECH-ECONO form. 0 Project includes HVAC air distribution systems that provide heating and/or cooling If yes,provide a MECH-FANSYS-SUM form Fan Power ❑ For one or more systems,the total fan motor nameplate hp of all fans in HVAC system exceeds Shp If yes,provide a seperate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.11 and MECH-FANSYS-DOC forrequirements and exceptions ❑ Hydronic chilled water ❑ Water-loop heat pump O No hydronic systems HVAC Hydronic Systems ❑ Hydronic heating water ❑ Geothermal ❑ C406.2 More efficient HVAC equipment and fan systems Requires 90%of heating and cooling capacity to be equipment listed in tables C403.2 3(1)-(9)or air-to-water heat pumps and heat recovery chillers.All equipment listed in tables C403-2 3(1)-(7)must be 15%more efficient than minimum requirements.All stand alone supply,return,and exhaust fans over 1hp must have FEQ z 71 and must be C406 Additional Efficiency selected within 10%of maximum total or static pressure. O C406 6 Dedicated outdoor air system(DOAS) Options-Mechanical Requires 90%of conditioned floor area to be served by a DOAS per C403 6 that delivers required ventilation air in a manner that does not require space conditioning fan operation ❑ C406.7 Reduced energy in service water heating Requires 90%of floor area be in occupancy types listed in C406 7.1 and that 60%of annual hot water energy use be provided by heat pump,waste heat recovery or solar water-heating systems ` 77, °+ 2015 Washington State Energy Code Compliance Forms for Commercial,R2 and R3 over 3 stories and all R1 Mechanical Summary, • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Equipment Type(s) 121 Hot water heating tank(s) ❑ Instantaneous ❑ No service water systems Service Water Heating ❑ Dedicated boiler ❑ Heat exchange from space heat boiler or Systems central hot water/steam Distribution Type(s) O Circulation System I On-demand Commissioning Commissioning is required for: ❑ Mechanical systems per C408.2 ❑ Service water heating systems per C408.4 If required,commissioning shall be performed for all applicable systems regardless of individual equipment capacity. Exceptions to commissioning requirements: pj Total output capacity of all mechanical space conditioning systems in the building do not exceed 240,000 Btu/h cooling or 300,000 Btu/h heating.Mechanical systems commissioning not required. pj Capacity of largest service water heating system in building does not exceed 200,000 Btu/h.Service water heating systems commissioning not required. Low Energy and Semi-Heated Spaces (Note 6 and 7) Peak Space Heating Cooling Conditioning Space Area Served, Capacity,Btu/h Capacity,Btu/h Capacity, Compliance Type Location in Plan(s) Space(s)Served square feet (Note 4) (Note 5) Btu/h-sf Check Notes Note 4-Provide total installed heating output capacity of systems serving Low Energy or Semi-Heated space(s)in btuh. Note 5-Provide total installed cooling capacity of system serving Low Energy space(s)in Btu/h.Not allowed for semi-heated spaces.Enter 0 if no cooling. Note 6-Refer to Section C402.1,1 Low Energy Building.Intalled peak space conditioning capacity,heating or cooling,may not a xceed 3.4 Btu/h'sf. Note 7-Refer to Section C402.1.1.1 and Semi-Heated Space definition in Chapter 2.Total heating output capacity may not exceed 8 Btu/h'sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi-heated. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Economizer Exceptions • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: City of Arlington Smokey Point Fire Station Date 5/28/2020 For Building Dept.Use All cooling systems shall be configured to provide air economizer operation,regardless of system capacity,for new construction and mechanical system alterations.Various exceptions to this requirement are available.Identify all systems that an economizer exception will be applied to and additional information as noted below. Economizer ECONOMIZER EXCEPTIONS-NEW CONSTRUCTION AND ADDITIONS Lighting+ Exception Exp 1 Cooling equipment serving spaces that are provided with a dedicated System ID Equipment outdoor air system(DOAS)per C403.6.Spaces served shall have year- Loads W/s Summary round design cooling loads from lights and equipment less than 5 watts per CU-1 <5 WISF square foot. Exp 2 Single zone unitary or package systems with dehumidification that affect System ID other systems such that air economizer would increase energy consumption Refer to Section C403.3 for descriptions of Exp 3 High efficiency single zone unitary or packaged systems.Equipment System ID economizer cooling efficiency shall be better than the WSEC required minimum provisions and efficiency by at least 64%in Climate Zone 4C and 59%in Climate Zone 5B exceptions For per Table C403.3. alterations refer to Section Exp 4 Equipment that provides hydronic chilled water for chilled beams and System ID C503 4 and chilled ceiling systems that is served by a water economizer system per Table C503.4 C403.3.4 in lieu of air economizer. Exp 5 Water-source heat pumps with heat recovery.Heat pump efficiency shall System ID be 15%better than WSEC required minimum efficiency.Provide at minimum 60%air economizer.Energy recovery to preheat OSA shall have at least 50%effectiveness.Additional system requirements apply. Ex 6 Cooling equipment servin Group R occupancies.Per unit limit is Cooling p gg p p Equipment less than 20.000 Btu/h cooling capacity for equipment installed System ID Location Capacity outdoors or in a mech room adjacent to the outdoors.For cooling Btulh equipment installed in other locations the unit limit is less than 54,000 Btu/h.Efficiency shall be 15%better than WSEC required minimum efficiency Exp 7 Variable refrigerant flow(VRF)systems with energy recovery.Outdoor Outdoor Unit Cooling Capacity unit shall be a reverse-cycle heat pump with variable speed System ID compressor(s)and condenser fan(s).Outdoor unit cooling capacity shall Btuth be not less than 65,000 Btu/h.Energy recovery to preheat outdoor air shall have at least 50%rated effectiveness.System shall be capable of providing simultaneous heating and cooling by tranferring recovered energy from zone(s)in cooling mode to other zone(s)that are in heating Exp 8 Cooling equipment serving Controlled Plant Growth Environments System ID SEER, & Equipment cooling efficiency shall be better than WSEC required IEER minimum efficiency by at least 20%.Not eligible:unitary and applied heat pumps. Lighting+ Exp 9 Cooling equipment with energy recovery Spaces served shall have System ID Equipment year-round design cooling loads from lights and equipment greater than Loads Wlsf 5 watts per square foot.Energy recovery system shall utilize recovered energy for on-site space heating or preheating of service hot water. Provide calculations to the code official that demonstrate the amount of recovered energy used for on-site heating purposes is equivalent to the annual energy that would be saved by the cooling system with air 2015 Washington State EnerW Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Economizer Exceptions, • • • 2015 Washington Slate Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Title: I Date 5/28/2020 ECONOMIZER EXCEPTIONS-NEW CONSTRUCTION AND ADDITIONS,CONTINUED Economizer Exp 10 Cooling equipment for dedicated server,electronic equipment or Compliance Cooling telecom switch roams.Per building limit for this exception is System ID Option Capacity Exception 240,000 Btu/h cooling capacity or 10%of required building air Btu/h Summary economizer capacity,whichever is greater.Part load control CU-2 Option a 24.000 required over 85,000 Btu/h.Additional requirements apply. Option a- Cooling equipment efficiency shall be 15%better than the WSEC required minimum efficiency.. Option b- Waterside economizer required.Cooling equipment efficiency shall be 5%better than the WSEC required minimum efficiency. Option c- Waterside economizer required.All cooling equipment is subject to ASHARE Standard 127. Total Claimed Exempt Capacity: 24,000 Refer to Section Total building air economizer capacity(if claimed>240 kBtu/h): C403 3 for descriptions of Alternate Exp 10 Capacity Limit: economizer ECONOMIZER EXCEPTIONS-MECHANICAL SYSTEM ALTERATIONS OR REPLACEMENT S stem ID Alt.Strategy provisions and exceptions For C503.4 Pre-approved design alternative to full compliance with air economizer alterations refer Exp 1 requirement An alternative for mechanical system alterations where existing to Section building constraints make full compliance with air economizer requirement C503.4 and impractical.Provide calculations to the code official that demonstrate the Table C503.4. proposed alternate design strategy provides similar energy savings to the annual energy that would be saved by the cooling system with air economizer per C403.3. ECONOMIZER EXCEPTIONS-SIMPLE SYSTEMS Cooling C503.4 Qualifying small equipment.Per unit limit less than 33.000 Btu/h.Per System ID Capacity Exp 2 building limit for this exception is 72,000 Btu/h cooling capacity or 5%of Btulh required building air economizer capacity,whichever is greater.Cooling equipment efficiency shall be 15%better than WSEC required minimum efficiency,Not eligible:non-unitary equipment,unitary equipment installed outdoors or in mech room adjacent to outdoors,equipment installed during new construction,shell-and-core construction,or initial tenant improvement. Total Claimed Exempt Capacity: Total building air economizer capacity(if claimed>72,000 Btu/h): Alternate C503.4 Exp 2 Capacity Limit: C503.4 Equipment that provides hydronic chilled water for chilled water terminal Cooling Exp 3 units.Equipment part load cooling efficiency(IPLV)shall be better than System ID Capacity WSEC required minimum efficiency by at least 25%.Per building limit Btu/h for this exception is 480,000 Btu/h cooling capacity or 20%of required building air economizer capacity,whichever is greater.Chilled water terminal units serving Group R occupancies are not included in the building capacity total. Total Claimed Exempt Capacity: Total building air economizer capacity(if claimed>480,000 Btu/h): Alternate C503.4 Exp 3 Capacity Limit: Table Compliance Options for alteration or replacement of existing System ID Equipment ComplianceT e Path C503.4 mechanical cooling equipment per Table C503.4. Refer to table and all applicable table footnotes for full requirements.Applies to the following retrofit conditions: Option a-Any new or replacement equipment Option b-Replacement equipment of same type with same or smaller cooling output capacity. Option c-Replacement equipment of same type with large cooling output capacity. Option d-New equipment added to existing system or replacement equipment that is different than existing being replaced. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical , n System Power Allowance -MECH-FANSYS-SUM 2015 Washington State Energy Code Compliance Forms for Commercial BuOn s including R2&R3 over 3 stories and all R1 Revised January2017 Project Title: City of Arlington Smokey Point Fire Station Date 5/28/2020 For Building Dept. Use HVAC Air Distribution System Schedule List all HVAC systems that have the capability to provide heating and/or cooling to the spaces they serve. Fan Power System or System Total Calculation Primary Supply Speed Control Description Nameplate HP Required Fan ID (Note 1) (Note 2) (Note 3) (Note 4) SYSTEM 1 CV VRF FAN COILS(TOTAL=1.1 HP) 1.1 No Note 1-Constant Volume(CV), Variable Air Volume(VAV),or Hospital/Lab CV system that qualifies for VAV budget per C403.2.11 1 Exception 1 Single zone VA systems shall comply as CV. Note 2-Describe system type and list all fans(or groups of fans)associated with the delivery and removal of conditioned air by the system Include all supply,return/relief,exhaust and exhaust hoods(>1 hp),make-up air, dedicated outside air(DOHS),booster fans,and series fan-powered terminals. VA V parallel fan-powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3-Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system Note 4-This form automatically identifies whether a MECH-FANSYS form is required to demonstrate compliance with the fan power allowance(Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less(No) MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp Select(Add Fan System Form)to generate an additional form Added forms can be deleted with button in cell E32 of the added form. OFFICE COPY Project . . I " • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and,all R1 Revised Oct 2017 General Info Project Title: Arlington Fire station - Smokoy pt Date 3/12/2020 PROJ-SUM form Project Street Address: For Building Department Use shall be provided as Project City,County,Zip: Arlington wa 98223 a cover sheet for all compliance form Project Owner or Rep Harris Group Inc submittals Project Title shall match Jurisdiction: project plans title block Project Description New Construction and Additions Select all that apply to the ❑r New Building ❑ Building Addition scope of project. Select Addition+Existing Existing Building Retrofit or Alteration+Existing if the existing building will be ❑Alteration ❑Change of Occupancy ❑Change in Space Conditioning combined with the addition or alteration to demonstrate compliance per Section ❑ Historic Building C502.1 or C503 1. Building Elements Scope-Select all that apply ❑All Building Envelope ❑✓ Mechanical Systems ❑✓ Service Hot Water Systems ❑ Lighting Systems ❑Electrical Systems All Commercial O Group R-R2,R3,&R4 O Mixed Use over 3 stories and all R1 Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group Occupancy Type R occupancies. Mixed Occupancy-Building is three stories or less above grade and it has both Commercial and Group R2,R3 or R4 occupancies.Select All Commercial to document compliance for the commercial areas of the building The residential spaces shall comply with the WSEC Residential Provisions. Select all that apply to the scope of project ❑� Fully Conditioned Semi-heated2 ❑Refrigerated Spaces (Warehouse and/or Walk-in') Space Conditioning ❑ Low Energy Space Category3 Categories Eligible Low Energy Spaces ❑Unconditioned ❑ Low energy heating/cooling capacity ❑Wireless service ❑ Greenhouse4 ❑Equipment building equipment shelter Floor Area and Floors Above Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Grade Stories 1 1 12,887 12,887 Q Compliance Method 1 -General C Compliance Method 2-Total Building Performance Compliance Method i-Projects shall demonstrate compliance with all applicable mandatory and prescriptive requirements of this code. Refer to C401.2, Item 1 for more information.Compliance forms to General Compliance include with a Prescriptive submittal All applicable ENV, LTG,and MECH. Path Compliance Method 2-Projects complying via total building performance(TBP)shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code Refer to Section C401.2, Item 2 for more information Compliance forms to include with a TBP submittal PROJ-SUM, ENV-CHK, LTG-EXT, LTG-CHK,and all MECH forms except MECH-ECONO and MECH-VENT(pending). Note 1-Refrigerated Spaces-They shall comply with the envelope and refrigeration equipment requirements in Section C410 Warehouse coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. Note 2-Semi-heated Spaces-If heated with equipment other than electric resistance may take an exemption for wall insulation.All other envelope assemblies shall comply with the thermal envelope provisions. Note 3-Exemptions For Low Energy Spaces-Low Energy spaces are exempt from all provisions in WSEC Section C402 Building Envelope, however all other applicable provisions in the Code do apply including lighting,mechanical,service water heating, etc Note 4-Eligible Space Conditioning For Low Energy Greenhouses-Greenhouses are defined as spaces that maintain a specialized sunlit environment that)s used exclusively for cultivation,protection and maintenance of plants Cooling with outside air and/or evaporative cooling,and any form of heating equipment,are allowed under the Low Energy Greenhouse category. Greenhouses with cooling equipment that requires a condensing unit are NOT eligible Received II INI n 9 qn?n t _�?Zq Project • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 General Info I Project Title: Arlington Fire Station-Smokey Pt Date 3/12/2020 C406 Additional Building level efficiency options: Current Scope Previous Projects Efficiency Package C406.8 Enhanced envelope performance ❑ ❑ Options Summary C406.9 Reduced air infiltration ❑ ❑ A minimum of two Options are C406.5 On-site renewable energy ❑ ❑ required for new construction, and change in space Building area level efficiency options conditioning or occupancy projects. C406.2 More efficient HVAC equipment ❑ ❑ Select all Options included in the current project scope. C406.6 Dedicated outside air systems(DOAS) ❑' ❑ Also select Options complied with under previous projects C406.7 Reduced energy use in service water heating ❑ ❑ (shell and core,other tenant spaces in building,etc) C406.3 Reduced lighting power ❑ Buildings with multiple tenant El may comply with C406.4 Enhanced digital lighting controls ❑ different options(mix& match). C406 Comments: Options are required for all space conditioning categories. Include discipline specific information for C406 options in ENV-SUM,LTG-SUM and Refer to SBCC website for official interpretations regarding C406 provisions. Envelope 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Info Project Title: Arlington Fire Station-Smokey Pt Date 03/12/2020 Applicant Info. Company Name: HARRIS GROUP For Building Department Use Provide contact Company Address: 20201 CEDAR VELLEY RD,SUITE 120,LYNNWOOD,WA information for individual who can Applicant Name: Richard Hawkinson respond to inquiries Applicant Phone: 425-774-3829 about information provided. Applicant Email: richard.hawkinson@harrisgroup.com Project Description Q New Building ❑ Addition ❑ Alteration ❑ No Envelope Scope Envelope Project Scope Q All Commercial ❑ Group R-Commercial ❑ Mixed Use-Commercial+Group R Select all that apply. ❑ Semi-heated ❑ Refrigerated Cooler ❑ Refrigerated Freezer ❑ Equipment Building Envelope Description Fire station-wood framed construction on concrete slab. Apparatius Bays,CMU walls+ Provide brief description of the project and wood walls,open web trusses with roof insulation on top of roof deck. relevant supporting documentation. If project includes multiple Target Insulation Allowance areas,and/or is demonstrating compliance as an Addition+Existing, Alteration+Existing,or Addition+Alteration +Existing project, provide a brief summary of the approach to Air Barrier Testing ❑✓ Air barrier testing per Section C402.5.1.2 included in project scope Air barrier testing is required for all new construction projects. Testing criteria is 0.40 ❑Additional Efficiency Package Option-C406.9 Reduced Air Infiltration cfm/ftz under test pressure of 0.3 inch w.g. To comply with C406.9, demonstrate that ❑ Testing not required. Explanation: measured air leakage of building envelope Compliance Documentation Scope and Method Scope of This Calculation ❑✓ New Building ❑ Addition ❑ Alteration ❑ No Envelope Scope Target Insulation Allowance Q Fully Conditioned-Commercial,Group R,Mixed Use Sets the title and calculations in the compliance forms.Selection required O Semi-heated Q Refrigerated Cooler Q Refrigerated Freezer to enable forms. If project includes more than one Target Insulation Allowance area,and/or if project includes addition and alteration areas complying independently, for each area complete an ENV-SUM form Rows 16-46 and either an ENV-PRESCRIPTIVE form,or ENV-UA+ENV-SHGC forms if demonstrating compliance via component performance. Envelope Compliance Path O Prescriptive Component Performance Selection required to enable forms. Component Performance ❑ Change of Occupancy(C503.2)I Conditioning(C505)-10%higher UA allowed Calculation Adjustments ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope-15%lower UA required Additions O Addition stand alone O Addition+Existing Addition stand alone-Complete Vertical Fenestration and Skylight Area Calculation. Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING. Enter total addition envelope assembly areas as NEW. If resulting total building WWR exceeds 30%and/or SSR exceeds 5%,refer to C502.2.1 and C502.2.2 for prescriptive compliance alternatives.If complying via component performance, complete ENV-UA per instructions for addition stand alone projects. Addition+existing-Complete ENV-UA per instructions for addition+existing projects. Alterations- ❑ Replacement windows only,or resulting ❑ Total building WWR increased by alteration total building WWR s original WWR Fenestration and Skylight ❑ Replacement skylights only,or resulting ❑ Total building SRR increased by alteration total building SRR s original SRR WWR and SRR not increased-Vertical Fenestration and Skylight Area Calculation not required. WWR and/or SRR increased-Complete Vertical Fenestration and Skylight Area Calculation. Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING.Enter total altered envelope assembly areas as NEW. If resulting total building WWR exceeds 30% and/or SSR exceeds 5%, refer to C503.3-2 and C503.3.3 for prescriptive compliance alternatives. If complying via component performance, complete ENV-UA per instructions for alteration+existing projects. Envelope • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Arlington Fire Station-Smokey Pt Date 03/12/2020 Vertical Fenestration and Total Vertical NET Exterior Fenestration Area Above Grade Total Skylight Area NET Exterior Roof Skylight Area Calculation (rough opening) Wall Area (rough opening) Area Prescriptive Path-Enter envelope sf values New 730 9,443 0 10,154 directly into this section of ENV-SUM for vertical fenestration, skylights,net walls and Existing 0 0 0 0 roof. For Additions and Alterations, refer to th instructions.ese sections in ENV-SUM for further Total 730 9,443 0 10,154 Component Performance-When this Envelope Compliance Path is selected, write- protection of this section is enabled.Enter Vertical Skylight-to-Roof envelope sf values for all assemblies into the Fenestration-to- 7.2% Ratio(SRR) ENV-UA form. Envelope information from Wall Ratio(WWR) ENV-UA will auto-fill into this section of ENV- Vertical Fenestration Area Compliance VERTICAL FENESTRATION AREA COMPLIES WITH MAXIMUM ALLOWANCE Skylight Area Compliance NO SKYLIGHT PROPOSED.COMPILIES WITH MAXIMUM ALLOWANCE. Vertical Fenestration O High performance fenestration Ll-factors and SHGC per C402.4.1.3 Alternates Q Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone O In buildings z 3 stories,25%or more of NET floor area is in DLZ per C402.4.1.1 (DLZ)areas and ftz on project plans, o In buildings<3 stories,50/o or more of CONDITIONED floor area is within DLZ per C402.4.1.1 For Daylight Zone Area Calculations- Daylight Zone Calculations a)Sidelight areas include primary+ secondary daylight zone areas. Daylight Zone Fenestration Alternate Sidelight Daylight Toplight Daylight Percent Daylight b)Include overlapping toplight and sidelight Not Selected.No Calculations Required Zone Area Zone Area Zone Area daylight zone areas under Toplight. c)Net floor area definition in Chapter 2. Spaces in Single Story List all enclosed spaces that exceed 2,500 ft2 have ceiling height greater than 15 ft,and are space Building Requiring Skylights types required to comply with this provision. Indicate aperture with AP"prefix(AP 1.1%) In these spaces a minimum of 50%of the Space Space Area(ft2) DLZ Area(e) SRR or Aperture Exception floor area shall be within a skylight daylight zone(DLZ).Refer to C402.4.2 for requirements. SRR=Skylight to roof ratio Envelope Exemptions Low Energy and Semi-heated Low energy spaces per C402.1.1 Item 1 are exempt from the thermal envelope provisions. Semi- Low spaces heated by systems other than electric resistance are exempt from wall insulation Spaces provision only per C402.1.1.1. Complete Low Energy and Semi-Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildings Wall Insulation Roof Insulation Overall Average g R-Value R-Value Ll-Factor Equipment buildings are exempt from the Equipment Building Envelope thermal envelope provisions per C402.1.2. The following shall be met to be eligible: Electronic equipment power(watts/sf) building size<_500 sf,average wall/roof U- Heating system output capacity(Btu/hr) factor<_U-0.20,electronic equipment load>- 7 watts/sf,heating system output capacity< Cooling capacity(Yes/No) 17,000 btu/h.Cooling system capacity not Component • • • 2015 WSEC Compliance Forms for Commercial Buildings Incluaing R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Arlington Fire Station-Smokey Pt Date 03/12/2020 Target Insulation Allowance For Building Department Use Fully Conditioned Space-Commercial,Group R,Mixed Use Calculation Adjustments None Applied Fenestration Area as%gross above-grade wall area 7.2% Max.Target: 30.0% Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM For Stand-alone Projects13,14 Vertical Fenestration Net Wall User Note Existing-to-remain Areas Skylights Net Roof Building Component Proposed UA Target UA Cavity+Cl Plan/Detail# U-factor Source&Table#` U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) R=37.5 A5.0 A102.1 ROOF DECK 0.025 4245 106.1 0.027 4245 114.6 v R= Above Deck Insulation U-0.027 0 R= R= 0.031 Ei R= Metal Building U-0.031 = R= =0 � R=15 0.027 : R= Joist1single rafter U-0.027 0 R= E R=49 A5.2 CALCULATED,see attached 0.020 5909 118.2 0.021 1 5909 124.1 j R= Single raft,attic,other U-0.021 q JR= R= 0.055 w R= Steel/metal frame U-0.055 R= 2aR= rMeta mR= uilding U-0.052 '0 � R=21 A5.2 A103.3.1(15)INTframing 0.054 6166 333.04 I 6166 I 333.0 o R= rame,other U-0.054 0 � R= R=0 IA4.0 SEMI HEATED SPACE. 0.104 2470 256.94 2470 256.9 QS NR= all U-0.104 g R= O R= R= 0.200 c R= Mass Transfer Deck U-0.20 � R= of R= 0.078 0 m R= Group R Mass Wall U-0.078 (7 R= y E R= 0.104 M o R= Assumed to be Mass Wall U-0.104 a U R= 1T7 w R= 0.078 s o R= Assumed to be Mass Wall U-0.078 m (7 JR= m R= 0.031 � R= Mass Floor U-0.031 2 R= o o R= 0.029 E R= JoisUFraming U-0.029 LL 1R= Area UA Area UA Page 1 Subtotal L18790 814 18790 829 Component Performance Compliance (UA) UA COMPLIES Calculation 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3.&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Arlington Fire Station-Smokey Pt Date 03/12/2020 Target Insulation Allowance: For Building Department Use Fully Conditioned Space-Commercial,Group R,Mixed Use Fenestration Area as%gross above-grade wall area 7.2% Max.Target: 30.0% Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM Notes:1-Proposed vertical fenestration and skylight areas entered in ENV-SHGC must match proposed fenestration areas in ENV-UA. 2-If Target Area Adjustment is required per ENV-UA,then target areas will be automatically adjusted in ENV-SHGC.Refer to Target Area Adjustments worksheet for this calculation. 3-Fenestration assembly SHGC shall be the manufacturer's NFRC product rating,or shall be the default value per Section C303.1,3. 4-Fenestration that separates conditioned space from a non-conditioned space shall be included in this worksheet. User Note Enter target SHGC values for this fenestration under proposed SHGC,so it is neutral to the calculation. Skylights Proposed SHGC Target SHGC Sch.ID I Provide SHGC source and fenestration schedule ID SHGC x Area(A) SHGC x A SHGC x Area(A)= SHGC x A 0.35 SHGC 0.35 Skylight Totals All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC++ Sch.ID Provide SHGC source and fenestration schedule ID PF SHGC x Area(A) SHGC x A CaPFo SHGC x Area(A)= SHGC x A SHT A2.7 WINDOW NOTES(ALL WINDOWS) 0.40 730 292 PF<0.2 0.40 730 292.0 0.2sPF<0. 0.48 PFa0.5 0.64 ++If projection factor(PF)credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category. +If PF credit is applied,then vertical fenestration Non-North Window Totals 730.0 292.0 730.0 292.0 must be entered in the correct table according t0 orientation. If credit is not applied then all vertical fenestration can be entered in either table. North Vertical Fenestration+ Proposed SHGC Target SHGC++ PF SHGC x Area(A) SHGC x A PF SHGC x Area(A)= SHGC x A Sch.ID Provide SHGC source and fenestration schedule ID Category PF<0.2 1 0.53 0.25PF<0. 0.58 PFa0.5 0.64 ++If projection factor(PF)credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category. North Window Totals Area SHGC x A I Area SHGC x A TO COMPLY-The Proposed Total SHGC x A Total(Skylight+Window) 730.0 292.0J 730.0 292.0 shall not exceed the Target Total SHGC x A. Com onent Performance Compliance(SHGC) SHGC COMPLIES Component • • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Arlington Fire Station-Smokey Pt Date 03/12/2020 Fenestration Area as%gross above-grade wall area 7.2% Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Building Component Proposed UA Target UA Ins.R Plan/Detail#I F-factor Source&Table#° F-factor x Perimeter =FP(F x P) F-factor x Perimeter= UA(U x A) m R=10 A4.0 IA106.1 uninsulated 4FT HORZ 0.640 509 325.7 0.540 509 274.8 rR= Slab-On-Grade F-0 54 tin jR= 9 a R= 0.550 m R= Heated Slab-On-Grade F-0.55 i ar = R= Schedule ID U-factor Source''° U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) m 10,11,12, 13 SHT A2.7 DOOR TYPE D(FLUSH) 0.16 90 14.4 0.370 I 135 49.9 5,8 SHT A2.7 DOOR TYPE D(1/2 LITE) 0.16 45 7.2 Opaque Swing Doors U-0.37 o 0.340 1 672 228.5 ❑ L 1,2,3,4 SHT A2.7 ROLL UP(SEMI HEATED) 0.34 672 228.5 Opaque rollup&sliding U-0.34 O 0.30 m a� Non-Metal Frame U-0.30 c 0 z _0 0.38 1 598 227.2 w . 54 Metal Frame,Fixed U-0.38 g m ATHRU M SHT A2.7 WINDOW NOTES 0.36 598 215.2 m ar a C a) 54 SHT A2.7 DOOR TYPE E ROLL UP GLZ 0.65 64 41.6 0.40 64 25.6 '` o Metal Frame,Operable U-0.40 � m r � 6,7,9 SHT A2.7 DOOR TYPE A(ALU STR FRNI 0.38 68 25.9 0.60 68 40.9 m Metal Entrance Door U-0.60 c m 0.50 w c a All types U-0.50 ChCn F .Y Refrigerated Space Freezer Floors Proposed UA Target UA CI Plan/Detail# U-factor Source&Table#2 U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) v R= o R= Freezer Floor 2LL L R= Area' UA Area' UA Page 2 Subtotal 2046 858 2046 847 Page 1 Subtotal 18790 814 18790 829 TO COMPLY-The Proposed Total UA shall not exceed the Target Total UA. Project Total 20836 1673 20836 1675 Component Performance Compliance (UA) UA COMPLIES Refrigerated Space Windows In Doors 11.1Z Cooler I Double Pane Triple Pane Inert Gas Heat Reflective Plan/Detail# Description Freezer Glass Glass Filled Treated Glass ` O o O 0 c c Cn c •N L l0 � Note 1-if vertical fenestration or skylight area exceeds maximum allowed per C402.4.1,then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form Refer to Target Area Adjustments worksheet for this calculation Note 2-Opaque assembly U-factors shall come from Appendix A or be calculated per approved method as specified in C402,1 5,1, Note 3-Proposed CMU mass wall in non-Group R that meet Table C402 1 4 Footnote D requirements can enter the large!U-value of 0,104. Note 4-Semi-heated spaces-For spaces eligible for this wall insulation exception,the UA calculation excludes all wall assemblies, However,wall area values are required to run the window-to-wall ratio calculation,Enter into form all wall types in the semi-heated space Enter the sf area of each wall type and enter"1"for the U-factor. Note 5-Mass transfer slab edges must be covered with an assembly having an overall U-factor of 0.2. Note 6-Demising walls,doors,and vertical fenestration separating spaces with different degrees of space conditioning(unconditioned,semi-heated, fully conditioned)shall be included only on the ENV-UA form for the space with the greatest degree of space conditioning. Note 7-List Group R above grade mass walls here-List all other above grade walls. Commercial and Group R,in the Opaque Walls-Above Grade section. Note 8 -Slab-on-grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 -Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1.A door is defined as opaque if less than 50%of the door area has glazing Note 10-Fenestration assembly U-Factors shall be the manufacturer's NFRC product rating,which includes the glazing and frame,or shall be the default value per Section C303 1.3. Note 11-Refrigerated Coolers-Target U-factors for cooler roof,wall and door assemblies are per C410, Enter proposed information under the most similar assembly type. Target F-factors for slab-on-grade floors are per C402. Target U-factors for floors that separate a cooler from a non-cooler space(unconditioned and conditioned)are per C402 Target U-factors for vertical fenestration(not within cooler doors)are per C402, Enter only the opaque portion of refrigerated space doors Windows within doors and reach-in display case doors shall comply with C410 prescriptive requirements Note 12-Refrigerated Freezers-Target U-factors for freezer roof,wall and door assemblies are per C410-Enter proposed information under the most similar assembly type Target U-factor for insulated freezer floors is per C410- Insulation is required under the entire freezer floor Enter proposed information in the Freezer Floor section.If the freezer floor assembly rests on top of a standard floor,the vertical edge of the freezer floor shall be entered as a section of freezer wall If freezer floor insulation is installed as integral to or applied underneath a slab-on-grade or exposed floor,this floor area shall be thermally broken from the surrounding floor Enter proposed thermal break information in the Freezer Floor section and note it as In-Floor Thermal Break.Enter only the opaque portion of freezer doors Windows within doors and reach-in display case doors shall comply with C410 prescriptive requirements. Note 13-Stand alone projects-Enter total existing-to-remain sf areas for net above_grade walls(including opaque doors),net roof,vertical fenestration and skylights in section provided at top of ENV-UA form Enter UA information for new envelope assemblies in Building Components section. Note 14-Addition+Existing,Alteration+Existing,Addition+Alteration+Existing projects-Enter sf areas and estimated U-factors for all existing-to- remain envelope assemblies in Building Components section.Identify these assemblies as EXISTING in U-factor Source 8 Table#cotumn. Enter UA information for new addition and altered envelope assemblies in Building Components section Existing and new information will autofill into the Vertical Fenestration and Skylight Area Calculation section of ENV-SUM as all NEW Does not affect calculation results. WOOD TRUSS ROOF Top of ROOF Element R,(h*ft2*°F/Btu) U Outdoor Air Film 0.17 Metal Roofing 0 R-49 Batts 49 Indoor Air Film 0.61 49.78 0.020 U-factor Civil structural OFFICE COPY STRUCTURAL CALCULATIONS FOR SMOKEY POINT FIRE STATION ARLINGTON, WA May 215t, 2020 ITEM PAGE Design Criteria...................... Gravity Design......................... DC-1 to DC-6....................... Lateral Design ....... "" """ GD-1 to GD-104 ...................................... LD-1 to LD-78 13 M. J o F WA Sly, ti o Ily signe by J an anitk1,PE SE 2020.05 26 ? :52-07' 46132VA ��Q �SS�ONAL Received JUN 0 2 2020 'bp" Seattle Mount Vernon 9706 41^Ave NE Suite 300 2210 Riverside r,Suite noFederal Way Whidbey Island Seattle,WA 98115 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Mount Vernon,WA 98273 Federal Way,WA 98003 tel 206.523.0024 tel 360.899.1110 Freeland,WA 9824 tel 206.523.0024 tel 360.331.4131 THIS PAGE INTENTIONALLY LEFT BLANK DC-1 DCG DC-1 civil structural STRUCTURAL CALCULATIONS DESIGN CRITERIA SMOKEY POINT FIRE STATION ARLINGTON, WA Seattle Mount Vernon 9706 41^Ave NE,Suite 300 Federal Way Whidbey Island 2210 Riverside Dr,Suite 110 31620 Seattle,WA 98115 23rd Ave S,Suite 307Mount Vernon,WA 98273 1796 E Main St,Suite SOS tel 206.523.0024 Federal Way,WA 98003 Freeland,WA 9824 tel 360.899.1110 tel 206.523.0024 DCG tel 360.331.4131 DC-2 DCG DC-2 THIS PAGE INTENTIONALLY LEFT BLANK DCG U.�i. NeisrmeDesignMaps DC-3 https://seisniiemaps.org �a DCG DC-3 g OSHPD Latitude, Longitude:48.161159,-122.173356 s, is I `Pti F Date Map data 02020 Design Code Reference Document 2/28/2020,9:34:16 AM Risk Category ASCE7-10 Site Class N E-Soft Clay Soil Type Value Description SS 1.08 MCER ground motion.(for 0.2 second period) St 0 421 MCER ground motion.(for 1.0s period) SMS 0.972 Site-modified spectral acceleration value SMt 1.011 Site-modified spectral acceleration value os 0.648 Numeric seismic design value al 0.2 Second SA Sol 0.674 Numeric seismic design value at 10 second SA Type Value Description SDC D Seismic design category Fa 0.9 Site amplification factor at 0.2 second Fv 2 4 Site amplification factor at 1.0 second PGA 0.434 MCEG peak ground acceleration FPGA 0.9 Site amplification factor at PGA PGA, 0.391 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.08 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.103 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.421 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.444 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration S1D 0.6 Factored deterministic acceleration value.(1 0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.98 Mapped value of the risk coefficient at short periods CRt 0.948 Mapped value of the risk coefficient at a period of 1 s DCG 1 of 2 2/28/2020,9:35 AM u.6. NeisnucDesignMaps DC-4 hffps://seisrnicmaps.org DCG DC-4 Y OSHPD Latitude, Longitude:48.161159,-122.173356 ;p o ' 9yPy F Date Map data 02020 Design Code Reference Document 2/28/2020,9:35:11 AM Risk Category ASCE7-10 Site Class N D-Stiff Soil Type Value Description SS 1.08 MCER ground motion.(for 0.2 second period) S1 0.421 MCER ground motion.(for 1.Os period) SMS 1.153 Site-modified spectral acceleration value SMa 0.665 Site-modified spectralacceleration value ESDS F SOIL PROVIDES A SDS 0.769 Numeric seismic design value at0.2secondSA SERVATIVE VALUE OF SD1 0•443 Numeric seismic design value at 1.0 second SA FOR LATERAL DESIGN Type Value Description SDC D Seismic design category Fa 1.068 Site amplification factor at 0.2 second Fv 1.579 Site amplification factor at 1.0 second PGA 0 434 MCEG peak ground acceleration FPGA 1.066 Site amplification factor at PGA PGAM 0.463 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.08 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.103 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value,(0 2 second) S1RT 0.421 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.444 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. SID 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value(Peak Ground Acceleration) CRs 0.98 Mapped value of the risk coefficient at short periods CRi 0.948 Mapped value of the risk coefficient at a period of 1 s DCG l of 2 2/28/2020,9:35 AM DC-5 DCG DC-5 Date: 5/15/2020 Made By: KJM Project: Smokey Point Fire Station Description: Design Criteria Design Criteria Code: 2015 International Building Code Seismic: Latitude= 48.161 North Longitude= 122.173 West Spectral Response Acceleration, Ss&S1 = 1.081 &0.421 Spectral Response Acceleration, Sds&Sd1 = 0.648&0.674 (Sds=0.769 used for design Soil Site Class, Fa&Fv= 0.9&2.4 (derived from site class D) Response Modification Factor, R= 6.5 Wind: Exposure= C Basic Wind Speed= 110 mph Topographical Terrain= Flat Kzt= 1.00 Live Loads: Roof= 30 psf Mezzanine= 125 psf Soils: From geotechnical report by Materials Testing&Consulting, Inc. dated February 24th, 2020 Soil Bearing =2,000 psf Passive Soil Pressure = 150 pcf Coefficient of Friction=0.35 IBC Soil Site Classification =E Frost Depth = 18 inches DCG DC-6 DCG DC-6 Date: 5/15/2020 Made By: KJM Project: Smokey Point Fire Station Description: Dead Loads Roof Assembl y Dead Load. Comp. Shingle Roof...................... 2.0 psf 112"Plywood Sheathing................ 1.7 psf Wood Trusses at 24"o.c............... 3.0 psf Insulation.................................... 1.5 psf (1) Layers of 518"GWB................. 2.8 psf Miscellaneous........................... 1.0 psf Total.......................................... 12.0 psf Use DL= 12.0 psf Floor Assembly Dead Load. Flooring.................................... 4.0 psf 314"T& G Plywood...................... 2.5 psf 2x10 at 16"ox.................... 2.8 psf (1)Layers of 518"GWB................. 2.8 psf Miscellaneous........................... 1.5 psf Total........................................ 13.6 psf Use DL= 15.0 psf Exterior Wall Assembly Siding....................................... 1.5 psf 2x6 at 16"ox............................. 1.7 psf Insulation.................................. 1.0 psf 15132"Plywood Sheathing............ 1.7 psf (1) Layers of 518"GWB................ 2.8 psf Miscellaneous........................... 0.5 psf Total.......................................... 9.2 psf Use DL= 10.0 psf Interior Wall Assembly (2) Layers of 112"GWB................ 4.4 psf 2x4 at 16"ox............................. 1.1 psf Insulation....................................... 0.5 psf Miscellaneous........................... 0.5 psf Total.......................................... 6.5 psf Use DL= 7.0 psf DCG GD-1 DCG GD-1 civil structural STRUCTURAL CALCULATIONS GRAVITY DESIGN SMOKEY POINT FIRE STATION ARLINGTON, WA Seattle Mount Vernon Federal Way Whidbey island 9706 4`h Ave NE,Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 tel 206.523.0024 tel 360.331.4131 DCG GD-2 DCG GD-2 THIS PAGE INTENTIONALLY LEFT BLANK DCG q CG a % $) X § I Er- ,_ -- ----- - ( m CD o fD pam� , � ( 0 0 E v m w O m I 1§ c � § \\2 � � ] , c � � iu a _ ._ —'~' -- d , I § K / � � o * co ) 2m_ ( I a; I I --- ) ( / ] i § [ § � ( $ | M .� )O NNV |� EQ m n ) I q I ƒ . _ 1 ƒ i0 • _ �. � - ._- - - DCG G D-4 DCG G D-4 Project: Smokey Pt Fire Station . . Description: C+C Load Made By: SGT Wind Uplift for 1213.4 Components&Cladding-Part 4:Buildings with h<_160 ft(Simplified) References:ASCE 7-10 Section 30.7 Basic Wind Speed,V3.= 115 (mph) Exposure= is Importance Factor,IW= 1.00 P = Ptabte(EAF)(RF)ICZt Roof slope= 1 :12 Front/Back Width Dimension= 92.7 (ft) Roof type= Mono Side Width Dimension= 154.0 (ft) (Flat roof=slope<100) Mean roof height= 22.0 (ft) Kn= 1.00 Exposure Adjustment Factor(EAF)= 1.000 Reduction Factor(RF)= See Table Roof/wall effective wind area= 9.0 (ft) f, Fly,Rwf R<10 afcg 0 , MAmlq+.Roof Ilip Roof F � Jrl O End zone width(a)= 8.8 (ft) Mean roof height(h)= 22.0 (ft) Total end zone width= 17.6 (ft) 0= 4.76 " Components a Cladding pnet (psD* Zone Tabulated I)Wbie Reduction Factor(RF) pne,(LRFD) Vert Component(LRFD) 1 15.4 -36.4 A, 1 C" U.84 15.4 -30.6 15.3 -30.5 Roof 2 15.4 -47.0 B. 0.92 C, 0.84 14.1 -39.5 14.1 -39.4 3 15.4 -81.3 D, 0.77 C, 0.84 11.8 -68.3 11.8 1 -68.1 4 31.2 -33.8 C. 0.84 D, 0.77 26.2 -26.0 Wall 5 31.2 -52.3 E, 0.69 D, 0.77 1 21.5 -40.3 *The final net pressure shall not be less than 16 psf(LRFD),normal to surface DCG GD-5 DCG GD-5 Project: Smokey Pt Fire Station . Description: C+C Load Made By: SGT Date 20-Mav-2020 Components&Cladding-Part 4:Buildings with h<_160 ft(Simplified) References:ASCE 7-10 Section 30.7 Overhang effective wind area= 9.0 <« ) (affects reduction factors for Povh and pe) Overhang Components&Cladding Loads(psf)* Zone Tabulated Ptable Reduction Factor(RF) Pnet(LRFD) Vert Component(LRFD) 1 15.4 -36.4 A. 1.OU A. 1.00 15.4 -36.4 15.3 -36.3 Povh 2 15.4 -47.0 A. 1.00 A. 1.00 15.4 -41.0 15.3 -46.9 3 15.4 -81.3 B. 0.94 B. 0.94 16.6 -87.9 1b.5 -87.b 4 31.2 -33.8 C. 0.89 D, 0.83 27.7 -28.1 27.7 -26.1 ps 5 31.2 -52.3 E, 03Z D, U.83 24.0 -43.4 24.0 -43.4 Net Pressure on Overhang(Povh+Ps)(PSf) Zone ('table RF I Pnet(LRFD) Vert Component(LRFD) Roof Normal Comp.(LRFD) (Povh 2 -47.0 A, 11.00 1 -47.0 46.9 47.0 Ps 4 31.2j C, 10.89 1 27.7 27.7 27.6 Total 2,4 74.6 74.7 Net Pressure on Overhang(Povh+Pa)(Psf) Zone ~'table RF I Pnet(LRFD) Vert Component(LRFD) Roof Normal Comp.(LRFD) Povh S t5 _) B, 0.94 -tf/.9 87.6 Ut.9 Ps 5 31.2 E, 10.77 1 24.0 24.0 23.9 Total 3.5 111.6 111.8 DCG 6 ProjeARFS-Gravity Design D Raymond L Tennal Jr Location:Typical Outriggers DCG Roof Rafter 2210 Riverside Drive,Suite 110 or [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 1.5 IN x 3.5 IN x 4.0 FT(2+2)@ 24 O.C. StruCalc Version 10.0.1.7 5/13/2020 10:19:26 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:149.8% Controlling Factor:Moment DEFLECTIONS Genter Riaht LOADING DIAGRAM Live Load -0.01 IN U3855 0.06 IN 2U848 Dead Load 0.00 in 0.02 in Total Load -0.01 IN U2954 0.08 IN 21J592 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 60 lb 240 lb Dead Load 0 lb 120 lb Total Load 60 lb 360 lb Uplift(7.5 F.S) -60 lb 0 lb Bearing Length 0.06 in 0.38 in SUPPORT LOADS E1 f3 Live Load 30 plf 120 plf A zn 2a Dead Load 0 plf 60 plf Total Load 30 plf 180 plf MATERIAL PROPERTIES RAFTER Q Interior Eave #2-Douglas-Fir-Larch Span Length 2 ft 2 ft Base Values Adjusted Rafter Pitch 1 :12 Bending Stress: Fb= 900 psi Fb'= 1764 psi Roof sheathing applied to top of joists-top of rafters fully braced. Cd=1.15 C/=0.99 CF=1.50 Cr-1.15 Roof Duration Factor 1.15 Shear Stress: Fv= 180 psi Fv'= 207 psi Peak Notch Depth 0.00 Cd=1.15 Base Notch Depth 0.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi RAFTER LOADING Comp.-Lto Grain: Fc--L= 625 psi Fc--L'= 625 psi Uniform Roof Loading Roof Live Load: LL 30 psf Controlling Moment: -180 ft-lb = Roof Dead Load: DL= 15 psf 2.003 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Slope Adjusted Spans And Loads Interior Span: L-adj= 2.01 ft Controlling Shear: 180 lb Eave Span: L-Ea At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Interior Live Load: wL-adj= 60 plf = = 2.01 ft Eave Live Load: wL-Eave-adj= 60 plf Interior Dead Load: wD-adj= 30 plf Comparisons with required sections: Read Provided 1.3 Eave Dead Load: wD-Eave-adj= 30 plf Section Modulus: 1 in3 3. in3 Interior Total Load: wT-adj= 89 plf Area(Shear): 3 in2 5.25 in2 Eave Total Load: wT-Eave-adj= 89 plf Moment of Inertia(deflection): 1.63 in4 5.36 in4 Moment: -180 ft-lb 450 ft-lb Shear: 180 lb 725lb NOTES DCG Pro JAWFS-Gravity Design =Q 7 1 Raymond L Tennal Jr / Location:Eft outriggers DCG Roof Rafter 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 1.5 IN x 7.25 IN x 12.0 FT(6+6)@ 16 O.C. StruCalc Version 10.0.1.7 5/13/2020 10:19:28 AM #1 -Douglas-Fir-Larch-Dry Use Section Adequate By:34.0% Controlling Factor:Moment DEFLECTIONS Center Right LOADING DIAGRAM Live Load -0.04 IN U2022 0.32 IN 2U444 Dead Load -0.01 in 0.14 in Total Load -0.05 IN U1550 0.46 IN 21J312 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 120 lb 480 lb Dead Load 0 lb 241 lb Total Load 120 lb 721 lb Uplift(1.5 F.S) -120 lb 0 lb Bearing Length 0.13 in 0.77 in SUPPORTLOADS A Live Load 90 pif 360 pif —s e Dead Load 0 pif 181 plf Total Load 90 pif 541 plf MATERIAL PROPERTIES RAFTER DATA Interior Eave #1 -Douglas-Fir-Larch Span Length 6 ft 6 ft Base Values Adeusted Rafter Pitch 1 :12 Bending Stress: Fb= 1000 psi Fb'= 1323 psi Roof sheathing applied to top of joists-top of rafters fully braced. Cd=1.15 CI=O.83 CF=1.20 Ci=1.15 Roof Duration Factor 1.15 Shear Stress: Fv= 180 psi Fv'= 207 psi Peak Notch Depth 0.00 Cd=1.15 Base Notch Depth 0.00 Modulus of Elasticity: E= 1700 ksi E'= 1700 ksi RAFTER LOADING Comp.-L to Grain: Fc-1= 625 psi Fc--L = 625 psi Uniform Roof Loading Roof Live Load: LL= 30 psf Controlling Moment: -1081 ft-lb Roof Dead Load: DL= 15 psf 5.999 Ft from left support of span 2(Center Span) Slope Adjusted Spans And Loads Created by combining all dead loads and live loads on span(s)2,3 Interior Span: L-adj= 6.02 ft Controlling Shear: 359 lb Eave Span: L-Eave-adj= 6.02 ft At left support of span 3(Right Span) Interior Live Load: wL-adj= 40 plf Created by combining all dead loads and live loads on span(s)2,3 Eave Live Load: wL-Eave-adj= 40 plf Comparisons with required sections: Rend Provided Interior Dead Load: wD-adj= 20 pif Eave Dead Load: wD-Eave-adj 20 pif Section Modulus: 9.81 in3 13.14 in3 = Area(Shear): 81 in2 in3 Interior Total Load: wT-adj= 60 pif 1 . Eave Total Load: wT-Eave-adj= 60 plf Moment of Inertia(deflection): 27.57 in4 47.63 in4 Moment: -1081 ft-lb 1449 ft-lb Shear: 359 lb 1501 lb NOTES DCG G DCG GD-8 ` dsPEC Project: Project Type: 3.2 Location: Arlington, WA Folder: Folder Date: 5/14/20 7:19 AM RedSpecTM by RedBuiltTM Designer: KIM v7.1.10 Comment: 34" Red—STM @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 82% 1.471 1.800 L/440 L/360 PASS Span Total 81% 2.177 2.700 L/298 L/240 PASS SUPPORTS Support 1 Support 2 Live Reaction(lb)(DOL%) 1364(115) 1365(115) Dead Reaction(lb) 655 655 Total Reaction(lb)(DOL%) 2018(115) 2021(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip (Red-S)S-Clip (Red-S)S-Clip Approx.Clip Height 3.5" 3.5" Approx.Clip Width 5.5" 5.5" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Member Slope: 1/12 le 54' 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 24" Snow Roof Joist NOTES •Building code and design methodology: 2015 IBC ASO(US). •Repetitive member increase applied in design. •Beveled plate required at left support. •Beveled plate required at right support. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=74 •Pricing Index(plf)= 74 P:\Clients-Structural\Carletti Arch i tects\S mokey Point Fire Station\Design\SPFS-Trusses.red 5/14/2020 7:19:58 AM Project: Folder:3.2 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance wi0i local building code requirements and RedBuiltTM recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT"associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT" RedSpecT",Red-I'", Red-145'", Red-I45LT",Red-I58T",Red-I65T" goTM,Red-I90H' ,Red-190HST",Red-LTM,Red WT",Red STM,Red-MTM, Red-HTM, RedLamTM, FloorChoiceTM are trademarks of RedBuilt LLC,Boise IID&. Copyright 0 2010-2019 RedBuilt LLC.All rights reserved. G DCG GD-9 ` Location:Project: Project Type: 7.3 Arlington, WA Folder: Folder Date: 5/14/20 7:22 AM RedSpecT" by RedBuiltT"' Designer: K)M v7.1.10 Comment: 18" Red—STM @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 3% 0.011 0.344 L/999+ L/360 PASS Span Total 3% 0.016 0.516 L/999+ L/240 PASS Overhang Live(down) 0.000 0.155 2L/999+ 2L/360 PASS Overhang Total(down) 0.000 0.233 2L/999+ 2L/240 PASS Overhang Live(up) -0.003 2L/999+ Overhang Total (up) -0.004 2L/999+ SUPPORTS Support 1 Support 2 Live Reaction(lb)(DOL%) 268(115) 384(115) Dead Reaction(lb) 126 184 Total Reaction(lb)(DOL%) 394(115) 569(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip (Red-S)S-Clip (Red-S)S-Clip Approx.Clip Height 3.5" 3.5" Approx.Clip Width 5.5" 5.5" Assumed Bearing Width 3.5" 5.5" SPANS AND LOADS Dimensions represent horizontal clear span. Member Slope: 1/12 le F - - 10'-3.96" 2'- 3.96" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 12 0 24" Snow Roof Joist NOTES •Building code and design methodology: 2015 IBC ASD(US). •Repetitive member increase applied in design. •Beveled plate required at left support. •Beveled plate required at right support. •Truss design includes consideration for partial span application live load. •Truss design includes consideration for alternate span loading on the span and cantilever(s). •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf) =74 •Pricing Index(plf)=74 P:\Clients-Structural\Carletti Arch i tects\Smokey Point Fire Station\Design\SPFS-Trusses.red 5/14/2020 7:22:24 AM Project: Folder:3.3 Page 1 of 1 The products noted are intended for interior,untreated, non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance w,tn local building code requirements and RedBuiltTm recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuiltT"^associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt—,RedSpecT",Red-1", Red-145-", Red-I451-1m,Red-I58'",Red-I651" Red-I907",Red-I901-1'1,Red-190HS'",Red-LT",Red-WT'",Red-STM,Red-MT", Red-HTM,RedLamT",FloorChoice-are trademarks of RedBuilt LLC,Boise ICQQG Copyright Q 2010-2019 RedBuilt LLC.All rights reserved. G DCG GD-10 dsPEC Project: Project Type: 3.1 Location: Arlington, WA Folder: Folder Date: 5/14/20 7:23 AM RedSpecTm by RedBuiltT'" Designer: KIM v7.1.10 Comment: 28" Red—STM @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 98% 1.535 1.567 L/367 L/360 PASS Span Total 98% 2.302 2.350 L/245 L/240 PASS SUPPORTS Support 1 Support 2 Live Reaction(lb)(DOL%) 1427(115) 1428(115) Dead Reaction(lb) 713 714 Total Reaction(lb)(DOL%) 2140(115) 2143(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip (Red-S)S-Clip (Red-S)S-Clip Approx.Clip Height 3.5" 3.5" Approx.Clip Width 5.5" 5.5" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Member Slope: 1/12 it 47'- 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 30 15 0 24" Snow Roof Joist NOTES •Building code and design methodology: 2015 IBC ASO(US). •Repetitive member increase applied in design. •Beveled plate required at left support. •Beveled plate required at right support. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=90 •Pricing Index(plf)=90 P:\Clients-Structural\Carletti Architects\Smokey Point Fire Station\Design\SPFS-Trusses.red 5/14/2020 7:23:57 AM Project: Folder:3.1 Page 1 of 1 The products anted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a ReclBuiltTM associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT",RedSpecTM,Red-I'm, Red-1451",Red-145LT" Red-1581",Red-1651", Red-I90TM,Red-I90HTM,Red-190HS'",Red-LTM,Red-WTM,Red-4TM,Red-MTM, Red-HTM,RedLamTM, FloorChoiceTM are trademarks of RedBuilt LLC,Boise ICQh` b, Copyright t_%2010-2019 RedBuilt LLC.All rights reserved. ProjectQSPFS-Gravity Design StruCalC 9.0 Location:RBA I Shut( Roof Beam [2015 International Building Code(2012 NDS)] 3.125 IN x 9.0 IN x 6.125 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.7 5/13/2020 6:03:41 PM Section Adequate By:37.8% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN U979 Dead Load 0.05 in Total Load 0.13 IN U586 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 2481 lb 2481 lb Dead Load 1665 lb 1665 lb Total Load 4146 lb 4146 lb Bearing Length 2.04 in 2.04 in BEAM DATA Span Length 6.1 ft Unbraced Length-Top 0 ft 6.126e B Unbraced Length-Bottom 0 ft Roof Pitch 1 :12 Roof Duration Factor 1.15 Camber Adj.Factor 0 ROOF LOADING Camber Required 0 Side One: Notch Depth 0.00 Roof Live Load: LL= 25 psf Roof Dead Load DL= 15 psf MATERIAL PROPERTIES Tributary Width: TW= 5.3 ft 24F-V4-Visually Graded Western Species Side Two: Base Values Adjusted Roof Live Load: LL= 25 psf Bending Stress: Fb= 2400 psi Controlled by: Roof Dead Load DL= 15 psf Fb_cmpr= 1850 psi Fb'= 2760 psi Tributary Width: TW= 27.2 ft Cd=1 15 Shear Stress: Fv= 265 psi Fd= 305 psi Wall Load: WALL= 50 plf Cd=1.15 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.L to Grain: Fc-L= 650 psi Fc-L'= 650 psi Adjusted Beam Length: Ladj= 6.13 ft Beam Self Weight: BSW= 6 plf Controlling Moment: 6348 ft-lb Beam Uniform Live Load: wL= 810 plf 3.063 ft from left support Beam Uniform Dead Load: wD_adj= 544 pit Created by combining all dead and live loads. Total Uniform Load: wT= 1354 pif Controlling Shear: -4146 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 27.6 in3 42.19 in3 Area(Shear): 20.41 in2 28.13 in2 Moment of Inertia(deflection): 116.64 in4 189.84 in4 Moment: 6348 ft-lb 9703 ft-lb Shear: -4146 lb 5714lb NOTES DCG ProjeAP�S-Gravity Design L12 Raymond L Tennal Jr Location:RB.2 DCG Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 5.5 IN x 4.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:38 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:175.3% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U3397 Dead Load 0.01 in Total Load 0.03 IN L/1801 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 381 lb 381 lb Dead Load 338 lb 338 lb Total Load 719 lb 719 lb Bearing Length 0.33 in 0.33 in BEAM DATA Span Length 4 ft Unbraced Length-Top 0 ft A - a ii Unbraced Length-Bottom 0 ft Roof Pitch 1 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adousted Tributary Width: TW= 5.3 ft Bending Stress: Fb= 900 psi Fb'= 1346 psi Side Two: Cd=1.15 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.4 It Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc--L'= 625 psi Wall Load, WALL= 50 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 719 ft-lb Adjusted Beam Length: Ladj= 4 ft 2.0 ft from left support Beam Self Weight: BSW= 4 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 191 plf Controlling Shear: 719 Ib Beam Uniform Dead Load: wD_adj= 169 plf At support. Total Uniform Load: wT= 359 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 6.41 in3 17.65 in3 Area(Shear): 5.21 in2 19.25 in2 Moment of Inertia(deflection): 9.7 in4 48.53 in4 Moment: 719 ft-lb 1979 ft-lb Shear: 719 lb 26571b NOTES DCG Pro'e'AP�S-Gravity Design T/13 1 Raymond L Tennal JrLocation:RB.3 DCG Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 7.25 IN x 3.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:40 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:72.5% Controlling Factor:Shear DEFLECTIONS_ Center LOADING DIAGRAM Live Load 0.01 IN U4338 Dead Load 0.01 in Total Load 0.01 IN U2596 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 1215 lb 1215 lb Dead Load 815 lb 815 lb Total Load 2030 lb 2030 lb Bearing Length 0.93 in 0.93 in BEAM DATA _ Span Length 3 ft ` Unbraced Length-Top O ft A - s It B Unbraced Length-Bottom 0 ft Roof Pitch 1 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adiusted Tributary Width: TW= 5.3 ft Bending Stress: Fb= 900 psi Fb'= 1346 psi Side Two: Cd=1.15 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 27.2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi Wall Load: WALL= 50 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 1522 ft-lb Adjusted Beam Length: Ladj= 3 ft 1.5 ft from left support Beam Self Weight: BSW= 6 pif Created by combining all dead and live loads. Beam Uniform Live Load: wL= 810 plf Controlling Shear: -2030 lb Beam Uniform Dead Load wD_adj= 543 pif At support. Total Uniform Load: wT= 1353 pif Created by combining all dead and live loads. Comparisons with required sections: Read Provided, Section Modulus: 13.58 in3 30.66 in3 Area(Shear): 14.71 in2 25.38 in2 Moment of Inertia(deflection): 15.41 in4 111.15 in4 Moment: 1522 ft-lb 3438 ft-lb Shear: -2030 lb 3502lb NOTES DCG Projeq q D StruCalc 9.0 714 t�SPFS-Gravity Design _ Location:RBA $ Roof Beam ' .. [2015 International Building Code(2012 NDS)] 5.5 IN x 11.5 IN x 10.6 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 5/13/2020 1:13:39 PM Section Adequate By:77.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN U1607 Dead Load 0.05 in Total Load 0.13 IN U996 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 1339 lb 1339 lb Dead Load 821 lb 821 Ib Total Load 2160 Ib 2160 lb Bearing Length 0.63 in 0.63 in BEAM DATA _ Span Length 106 ft . - Unbraced Length-Top 0 ft A �o.er, Unbraced Length-Bottom 0 ft Roof Pitch 6 12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 5.8 ft Bending Stress: Fb= 875 psi Fb'= 1006 psi Side Two: Cd=1.15 CF=1.00 Roof Live Load: LL= 30 psf Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.7 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Comp.J-to Grain: Fc- = 625 psi Fc-J- = 625 psi Wall Load: WALL= 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 5724 ft-lb Adjusted Beam Length: Ladj= 10.6 ft 5.3 ft from left support Beam Self Weight: BSW= 14 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 253 plf Controlling Shear: -2160 lb Beam Uniform Dead Load: wD_adj= 155 plf At support. Total Uniform Load: wT= 408 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 68.26 in3 121.23 in3 Area(Shear): 16.57 in2 63.25 in2 Moment of Inertia(deflection): 251.97 in4 697.07 in4 Moment: 5724 ft-lb 10166 ft-lb Shear: -2160 lb 82441b NOTES DCG DEG Pro a(APSPFS-Gravity Design T 5 1 Raymond L Tennal Jr Location:RBA(uplift) DCG Roof Beam 2210 Riverside Drive,Suite 110 or [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 5.5 IN x 11.5 IN x 10.6 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:44 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:23.8% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.25 IN U515 Dead Load 0.00 in Total Load 0.25 IN U506 Live Load Deflection Criteria:U180 Total Load Deflection Criteria:U120 REACTIONS A B Live Load 4177 lb 4177 lb Dead Load 73 lb 73 lb Total Load 4250 lb 4250 lb Bearing Length 1.24 in 1.24 in BEAM DATA Span Length 10.6 ft Unbraced Length-Top 10.6 ft A io.e ft— — B Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.6 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 93.6 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 0 psf Base Values Adjusted Tributary Width: TW= 5.8 ft Bending Stress: Fb= 875 psi Fb'= 1380 psi Side Two: Cd=1.60 C/=0.99 CF=1.00 Roof Live Load: LL= 93.6 psf Shear Stress: Fv= 170 psi Fv'= 272 psi Roof Dead Load: DL= 0 psf Cd=1.60 Tributary Width: TW= 2.7 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Comp.-L to Grain: Fc- = 625 psi Fc--L'= 625 psi Wall Load: WALL= 0 pif SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 11262 ft-lb Adjusted Beam Length: Ladj= 10.6 ft 5.3 ft from left support Beam Self Weight: BSW= 14 pif Created by combining all dead and live loads. Beam Uniform Live Load: wL= 788 pif Controlling Shear: 4250 lb Beam Uniform Dead Load. wD_adj= 14 pif At support. Total Uniform Load: wT= 802 pif Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 97.93 in3 121.23 in3 Area(Shear): 23.44 in2 63.25 in2 Moment of Inertia(deflection): 243.65 in4 697.07 in4 Moment: 11262 ft-lb 13941 ft-lb Shear: 4250 lb 11469lb NOTES DCG ProjeRP�S-Gravity Design ]16 Raymond L Tennal Jr Location:RB.5 DCG Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 5.5 IN x 4.33 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:51 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:88.5% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN U2020 Dead Load 0.02 in Total Load 0.05 IN U1139 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 547 lb 547 lb Dead Load 423 lb 423 lb Total Load 970 lb 970 lb Bearing Length 0.44 in 0.44 in 13EAM DATA Span Length 4.3 ft Unbraced Length-Top 0 ft A - a.ss ft Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adeusted Tributary Width: TW= 5.8 ft Bending Stress: Fb= 900 psi Fb'= 1346 psi Side Two: Cd=1.15 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.7 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1 = 625 psi Fc--L'= 625 psi Wall Load WALL= 50 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 1050 ft-lb Adjusted Beam Length: Ladj= 4.33 ft 2.165 ft from left support Beam Self Weight: BSW= 4 pif Created by combining all dead and live loads. Beam Uniform Live Load: wL= 253 pif Controlling Shear: -970 lb Beam Uniform Dead Load wD_adj= 195 pif At support. Total Uniform Load: wT= 448 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 9.36 in3 17.65 in3 Area(Shear): 7.03 in2 19.25 in2 Moment of Inertia(deflection): 15.34 in4 48.53 in4 Moment: 1050 ft-lb 1979 ft-lb Shear: -970 lb 2657lb N—n S DCG 11 D��7 Proje%PSPF77 pS-Gravity Design Raymond L Tennal Jr Location:RBA DCG / Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon.WA. 98273 3.5 IN x 7.25 IN x 8.63 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:52 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:60.4% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN U1341 Dead Load 0.08 in Total Load 0.16 IN U650 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 475 lb 475 lb Dead Load 505 lb 505 lb Total Load 980 lb 980 lb Bearing Length 0.45 in 0.45 in BEAM DATA Span Length 8.6 ft Unbraced Length-Top 8.6 ft A ssa ft Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values A ' s ed Tributary Width: TW= 1 ft Bending Stress: Fb= 900 psi Fb'= 1327 psi Side Two: Cd=1.15 C/=0.99 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.7 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc-1'= 625 psi Wall Load: WALL= 50 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 2115 ft-lb Adjusted Beam Length: Ladj= 8.63 ft 4.315 ft from left support Beam Self Weight: BSW= 6 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 110 plf Controlling Shear: -980 lb Beam Uniform Dead Load: wD_adj= 117 plf At support. Total Uniform Load: wT= 227 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 19.12 in3 30.66 in3 Area(Shear): 7.1 in2 25.38 in2 Moment of Inertia(deflection): 61.58 in4 111.15 in4 Moment: 2115 ft-lb 3391 ft-lb Shear: -980 lb 3502lb NOTES DCG ProjegPOPS-Gravity Design D DA 8 Location:RB.7 [22:10Riverside:Drive,,Suite d L T Jr Roof Beam / [2015 International Building Code(2015 NDS)] 1103.5 IN x 5.5 IN x 3.0 FT ernon . 88273 #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 5/13/2020 7:03:47 AM Section Adequate By:31.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN U1873 Dead Load 0.01 in Total Load 0.03 IN L/1153 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS p B Live Load 1228 lb 1228 lb Dead Load 768 lb 768 lb Total Load 1996 lb 1996 lb Bearing Length 0.91 in 0.91 in BEAM DATA Span Length 3 ft Unbraced Length-Top 3 ft - Unbraced Length-Bottom o ft A — — s it - Roof Pitch 6 :12 -B Roof Duration Factor 1.15 Notch Depth 0.00 RQOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch Roof Live Load: LL= 30 psf Roof Dead Load: DL= 15 psf Base Valtie 8djusted Tributary Width: TW= 24.6 ft Bending Stress: Fb= 900 psi Fb'= 1341 psi P Side Two: Cd=1.15 CI=1.00 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.7 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain Fc-J-= 625 psi Fc- L'= 625 psi Wall Load: WALL= 50 plf Controlling Moment: 1497 ft-lb SLOPE/PITCH ADJU TED LEN Tuc AND LOADS 1.5 ft from left support Adjusted Beam Length: Ladj= 3 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 4 plf Controlling Shear: -1996 lb Beam Uniform Live Load: wL= 819 plf At support. Beam Uniform Dead Load, wD_adj= 512 plf Created by combining all dead and live loads. Total Uniform Load: wT= 1331 plf Comparisons with required sections: Read Provided Section Modulus: 13.4 in3 17.65 in3 Area(Shear): 14.46 in2 19.25 in2 Moment of Inertia(deflection): 15.16 in4 48.53 in4 Moment: 1497 ft-lb 1972 ft-lb Shear: -1996 lb 2657lb NOTES DCG ProjAPOPS-Gravity Design ®�9 Raymond L Tennal Jr Location:RB.8 DCG Roof Beam 2210 Riverside Drive,Suite 110 or [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 5.5 IN x 4.8 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:48 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:202.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN U3401 Dead Load 0.02 in Total Load 0.03 IN U1658 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 264 lb 264 lb Dead Load 278 lb 278 lb Total Load 542 lb 542 lb Bearing Length 0.25 in 0.25 in BEAM DATA Span Length 4.8 ft Unbraced Length-Top 4.8 ft A a.an Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values dQ 'usted Tributary Width: TW= 1 ft Bending Stress: Fb= 900 psi Fb'= 1338 psi Side Two: Cd=1.15 C/=0.99 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.7 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1 = 625 psi Fe--L'= 625 psi Wall Load: WALL= 50 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 650 ft-lb Adjusted Beam Length: Ladj= 4.8 ft 2.4 ft from left support Beam Self Weight: BSW= 4 pif Created by combining all dead and live loads. Beam Uniform Live Load: wL= 110 pif Controlling Shear: 542 lb Beam Uniform Dead Load: wD_adj= 116 pif At support. Total Uniform Load: wT= 226 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 5.83 in3 17.65 in3 Area(Shear): 3.93 in2 19.25 in2 Moment of Inertia(deflection): 10.53 in4 48.53 in4 Moment: 650 ft-lb 1968 ft-lb Shear: 542 lb 2657lb NOTES DCG nn p ®s ProjeARS-Gravity Design Raymond L Tennal Jr �0 Location:RB.9 DCG Roof Beam 2210 Riverside Drive,Suite 110 0+ [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 5.5 IN x 3.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:50 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:676.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.01 IN U6793 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 165 lb 165 lb Dead Load 174 lb 174 lb Total Load 339 lb 339 lb Bearing Length 0.15 in 0.15 in BEAM DATA _ Span Length 3 ft Unbraced Length-Top 3 ft A — 3 ft B Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 1 ft Bending Stress: Fb= 900 psi Fb'= 1341 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.7 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc-1'= 625 psi Wall Load. WALL= 50 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 254 ft-lb Adjusted Beam Length: Ladj= 3 ft 1.5 ft from left support Beam Self Weight: BSW= 4 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 110 plf Controlling Shear: -339 lb Beam Uniform Dead Load, wD_adj= 116 plf At support. Total Uniform Load: wT= 226 plf Created by combining all dead and live loads. Comparisons with required sections: Read Pro ided Section Modulus: 2.27 in3 17.65 in3 Area(Shear): 2.45 in2 19.25 in2 Moment of Inertia(deflection): 2.57 in4 48.53 in4 Moment: 254 ft-lb 1972 ft-lb Shear: -339 lb 2657lb NOTES DCG Projecct�S�FS-Gravity Design D StruCalc 9.0 � Location:RB.10 Roof Beam [2015 International Building Code(2012 NDS)] 3.5INx7.25INx8.0FT � #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 Section Adequate By: 145.9% 5/13/2020 1:13:39 PM Controlling Factor:Moment Ev ECTIONS Center LOADING DIAGRAM oad 0.05 IN U1853 Load 0.04 in oad 0.09 IN U1074ad Deflection Criteria:U240 Total Load Deflection Criteria:U180 ELoad A B 400 lb 400 lb 290 Ib 290 Ib690 Ib 690 Ib 0.32 in 0.32 in F AM DATan Length 8 ft braced Length-Top 8 ftbraced Length-Bottom 0 ft 8ft --A B of Pitch 6 :12 of Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch Roof Live Load: LL= 25 psf Roof Dead Load: DL= 15 psf Base Valuers Adjusted Tributary Width: TW= 2 ft Bending Stress: Fb= 900 psi Fb'= 1329 psi Side Two: Cd=1.15 C/=0.99 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain Fc--L= 625 psi Fc--L'= 625 psi Wall Load: WALL= 0 plf Controlling Moment: 1381 ft-lb SLOPEIPITCH AD ItISTED LENGTHS AND LOADS 4.0 ft from left support Adjusted Beam Length: Ladj= 8 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 6 plf Controlling Shear: 690 lb Beam Uniform Live Load: wL= 100 plf At support. Beam Uniform Dead Load: wD_adj= 73 plf Created by combining all dead and live loads. Total Uniform Load: wT= 173 plf Comparisons with required sections: Read Provided Section Modulus: 12.47 in3 30.66 in3 Area(Shear): 5 in2 25.38 in2 Moment of Inertia(deflection): 18.64 in4 111.15 in4 Moment: 1381 ft-lb 3395 ft-lb Shear: 690 lb 3502lb NOTES 7DCG DCu StniCalc 9.0 2 Proje RWS-Gravity Design _ Location:RB.11 $f179^ C Roof Beam °' [2015 International Building Code(2012 NDS)] 5.5 IN x 12.0 IN x 10.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.7 5/13/2020 1:13:39 PM Section Adequate By:27.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.19 IN U649 Dead Load 0.13 in Total Load 0.33 IN U385 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 5316 lb 5316 lb Dead Load 3641 lb 3641 lb Total Load 8957 lb 8957 lb Bearing Length 2.51 in 2.51 in BEAM DATA — Span Length 10.5 ft 10.5 It Unbraced Length-Top 10.5 ft A B Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Camber Adj.Factor 1 Side One: Camber Required 0.13 Roof Live Load: LL= 25 psf Notch Depth 0.00 Roof Dead Load: DL= 15 psf MATERIAL PROPERTIES Tributary Width: TW= 15.5 ft 24F-V4-Visually Graded Western Species Side Two: Base Values Ad usted Roof Live Load: LL= 25 psf Bending Stress: Fb= 2400 psi Controlled by: Roof Dead Load DL= 15 psf Fb_cmpr= 1850 psi Fb'= 2720 psi Tributary Width: TW= 25 ft Cd=1.15 C1=0.99 Shear Stress: Fv= 265 psi Fv'= 305 psi I Wall Load: WALL= 0 plf Cd=1.15 SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Adjusted Beam Length: Ladj= 10.5 ft Comp.-L to Grain: Fc-1= 650 psi Fc--L = 650 psi Beam Self Weight: BSW= 14 plf Beam Uniform Live Load: wL= 1013 plf Controlling Moment: 23511 ft-lb Beam Uniform Dead Load: wD_adj= 694 plf 5.25 ft from left support Total Uniform Load: wT= 1706 plf Created by combining all dead and live loads. Controlling Shear: 8957 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 103.74 in3 132 in3 Area(Shear): 44.08 in2 66 in2 Moment of Inertia(deflection): 370.24 in4 792 in4 Moment: 23511 ft-lb 29917 ft-lb Shear: 8957 lb 13409lb NOTES DCG (; p � ProjeZR WS-Gravity Design Raymond L Tennal Jr T:3 Location:RB.12 DCG Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 7.25 IN x 4.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:58 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:68.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN 1-/2395 Dead Load 0.01 in Total Load 0.03 IN U1453 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 1238 lb 1238 lb Dead Load 803 lb 803 lb Total Load 2041 lb 2041 lb Bearing Length 0.93 in 0.93 in BEAM DATA Span Length 4 ft 1 Unbraced Length-Top 2 ft A 'rr B Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values A ' s ed Tributary Width: TW= 18.1 ft Bending Stress: Fb= 900 psi Fb'= 1341 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.5 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fe-1= 625 psi Fc--L'= 625 psi Wall Load: WALL= 50 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 2040 ft-lb Adjusted Beam Length: Ladj= 4 ft 2.0 ft from left support Beam Self Weight: BSW= 6 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 619 plf Controlling Shear: 2040 lb Beam Uniform Dead Load: wD_adj= 401 pif At support. Total Uniform Load: wT= 1020 plf Created by combining all dead and live loads. Comparisons with required sections: Be" Provided Section Modulus: 18.25 in3 30.66 in3 Area(Shear): 14.78 in2 25.38 in2 Moment of Inertia(deflection): 27.54 in4 111.15 in4 Moment: 2040 ft-lb 3428 ft-lb Shear: 2040 lb 3502lb NOTES DCG 7-24 ProjeW§ aa p S-Gravity Design Raymond L Tennal Jr Location:RB.13 DCG / Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 5.5 IN x 4.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:04:02 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:353.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U6163 Dead Load 0.01 in Total Load 0.02 IN U2970 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 210 lb 210 lb Dead Load 226 lb 226 lb Total Load 436 lb 436 lb Bearing Length 0.20 in 0.20 in BEAM DATA Span Length 4 ft L 4) Unbraced Length-Top 2 ft A are B Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 1 ft Bending Stress: Fb= 900 psi Fb'= 1342 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.5 It Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fe-1= 625 psi Fc--L = 625 psi Wall Load: WALL= 50 Of SLOPE PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 436 ft-lb Adjusted Beam Length: Ladj= 4 ft 2.0 ft from left support Beam Self Weight: BSW= 4 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 105 pIf Controlling Shear: 436 lb Beam Uniform Dead Load: wD_adj= 113 plf At support. Total Uniform Load: wT= 218 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 3.89 in3 17.65 in3 Area(Shear): 3.16 in2 19.25 in2 Moment of Inertia(deflection): 5.88 in4 48.53 in4 Moment: 436 ft-lb 1974 ft-lb Shear: 436 lb 2657lb NOTES DCG ProjeZR RS-Gravity Design T25 Raymond L Tennal Jr Location:RB.14 DCG Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 7.25 IN x 3.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:04:03 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:45.5% Controlling Factor:Shear DEFLECTIONS Cen er LOADING DIAGRAM Live Load 0.01 IN U3535 Dead Load 0.01 in Total Load 0.02 IN U2189 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 1491 lb 1491 lb Dead Load 917 lb 917 lb Total Load 2408 lb 2408 lb Bearing Length 1.10 in 1.10 in BEAM DATA _ Span Length 3 ft — Unbraced Length-Top 2 ft A a ft B Unbraced Length-Bottom 0 ft Roof Pitch 6 12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adiusted Tributary Width: TW= 29.3 ft Bending Stress: Fb= 900 psi Fb'= 1341 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 3.9 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc-1'= 625 psi Wall Load: WALL= 50 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 1805 ft-lb Adjusted Beam Length: Ladj= 3 ft 1.5 ft from left support Beam Self Weight: BSW= 6 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 994 plf Controlling Shear: 2407 lb Beam Uniform Dead Load: wD_adj= 611 plf At support. Total Uniform Load: wT= 1605 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 16.15 in3 30.66 in3 Area(Shear): 17.44 in2 25.38 in2 Moment of Inertia(deflection): 18.28 in4 111.15 in4 Moment: 1805 ft-lb 3428 ft-lb Shear: 2407lb 3502lb NOTES DCG DCG StruCalc 9.0 i�6 Projeat�S��S-Gravity Design _ Location:RB.15 Roof Beam �� [2015 International Building Code(2012 NDS)] 5.5 IN x 9.5 IN x 11.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 5/13/2020 1:13:39 PM Section Adequate By:62.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.10 IN U1260 Dead Load 0.08 in Total Load 0.18 IN L 724 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A 6 Live Load 894 lb 894 lb Dead Load 662 lb 662 lb Total Load 1556 Ib 1556 lb Bearing Length 0.45 in 0.45 in BEAM DATA Span Length 11 ft Unbraced Length-Top 0 ft A 11 it Unbraced Length-Bottom 0 ft Roof Pitch 6 12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 4 ft Bending Stress: Fb= 875 psi Fb'= 1006 psi Side Two: Cd=1.15 CF=1.00 Roof Live Load: ILL= 25 psf Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2.5 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Comp.-L to Grain: Fc-1= 625 psi Fc--L = 625 psi Wall Load: WALL= 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 4278 ft-lb Adjusted Beam Length: Ladj= 11 ft 5.5 ft from left support Beam Self Weight: BSW= 11 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 163 plf Controlling Shear: -1556 lb Beam Uniform Dead Load: wD_adj= 120 plf At support. Total Uniform Load: wT= 283 plf Created by combining all dead and live loads. Comparisons with required sections: R a'd Provided Section Modulus: 51.02 in3 82.73 in3 Area(Shear): 11.94 in2 52.25 in2 Moment of Inertia(deflection): 97.72 in4 392.96 in4 Moment: 4278 ft-lb 6937 ft-lb Shear: -1556 lb 6810lb NOTES DCG ProjeZRP S-Gravity Design D ©�7 Raymond L Tennal Jr Location:RB.16 DCG Roof Beam 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 3.5 IN x 5.5 IN x 3.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:04:00 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:85.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U2673 Dead Load 0.01 in Total Load 0.02 IN U1617 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 861 lb 861 lb Dead Load 562 lb 562 lb Total Load 1423 lb 1423 lb Bearing Length 0.65 in 0.65 in BEAM DATA - Span Length 3 ft A Unbraced Length-Top 2 ft A - 3 rr- - B Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 30 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Ad us ed Tributary Width: TW= 18.1 ft Bending Stress: Fb= 900 psi Fb'= 1342 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 30 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 1 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc--L= 625 psi Fc--L'= 625 psi Wall Load: WALL= 50 plf Si OPEIPITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 1067 ft-lb Adjusted Beam Length: Ladj= 3 ft 1.5 ft from left support Beam Self Weight: BSW= 4 plf Created by combining all dead and live loads Beam Uniform Live Load: wL= 574 plf Controlling Shear: 1423 lb Beam Uniform Dead Load: wD_adj= 375 plf At support. Total Uniform Load: wT= 949 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 9.54 in3 17.65 in3 Area(Shear): 10.31 in2 19.25 in2 Moment of Inertia(deflection): 10.8 in4 48.53 in4 Moment: 1067 ft-lb 1974 ft-lb Shear: 1423 lb 2657lb NOTES DCG Projecc't:SRS-Gravity Design D i —! StruCalc 9.0 Location:RB.17 I� 8 Roof Beam (2015 International Building Code(2012 NDS)j 3.5 IN x 9.25 IN x 6.75 FT °r #2-Douglas-Fir-Larch-Dry Use Section Adequate By:25.5% StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Controlling Factor:Moment ELoad Center 0.05 IN U1614 =Criteria: LOADING DIAGRAM 0.04 in 0.09 IN U890 tion Criteria:U480 Total Load D EDeadLoad A g 1339 lb 1339 lb 1091 Ib 1091 Ib 2430 Ib 2430 Ib 1.11 in 1.11 in FUUnbraced EAM DATA pan Length 6_8 ft nbraced Length-Top 2 ft Length-Bottom 0 ft Q 6.75 n Roof Pitch g 12 B Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING MATERIAL PROPERTIES Side One: 42-Douglas-Fir-Larch Roof Live Load: LL= 25 psf Base Values Roof Dead Load: DL= 15 psf Bending Stress: Fb= Adiusted Tributary Width: TW= 12 ft 900 psi Fb'= 1238 psi Side Two: Cd=1.15 C1=1 00 CF=1.20 Roof Live Load: LL= Shear Stress: Fv= 180 psi Fv'= 207 psi 25 psf Cd=1.15 p Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E'= Tributary Width: TW= 3.9 ft Com 1 1600 ksi p. to Grain: Fc--L= 625 psi Fc-1'= 625 psi Wall Load: WALL= 50 Of Controlling Moment: 4101 ft-lb =UniformDead CH ADJUSTED LEN THS AND LOADS 3.375 ft from left support am Length: Ladj= 6.75 ft Created by combining all dead and live loads. eight' BSW= Controlling Shear: 2430 lb rm Live Load: w,L= 7 plf At support. 397 plf rm Dead Load: wD adj= 323 plf Created by combining all dead and live loads. Load: wT= 720 pif Comparisons with required sections: Read r v' ded Section Modulus: 39.77 in3 49.91 in3 Area(Shear): 93.61 in2 32.84 in2 Moment of Inertia (deflection): 93.42 in4 230. in4 Moment: 4101 ft-lb 5148 ft-lb Shear: 2430 lb 4468lb NOTES DCG D StruCalc 9.0 i 9 ProjectDSP S-Gravity Design Location:RB.18 sfivc* / Roof Beam .r✓ `. cr [2015 International Building Code(2012 NDS)] �, .. 3.125 IN x 9.0 IN x 6.75 FT' 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Section Adequate By:20.1% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.12 IN U659 Dead Load 0.07 in Total Load 0.19 IN U421 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 3038 lb 3038 lb Dead Load 1719 lb 1719 lb Total Load 4757 lb 4757 lb Bearing Length 2.34 in 2.34 in BEAM DATA _ Span Length 68 ft _+ Unbraced Length-Top 0 ft 675ft B Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING Camber Adj.Factor 1.5 Side One: Camber Required 0.1 Roof Live Load: LL= 30 psf Notch Depth 0.00 Roof Dead Load, DL= 15 psf MATERIAL PROPERTIES Tributary Width: TW= 15 ft 24F-V4-Visually Graded Western Species Side Two: Base values Adjusted Roof Live Load: LL= 30 psf Bending Stress: Fb= 2400 psi Controlled by: Roof Dead Load DL= 15 psf Fb_cmpr= 1850 psi Fb'= 2760 psi Tributary Width: TW= 15 ft Cd=1.15 Shear Stress: Fv= 265 psi Fv'= 305 psi Wall Load: WALL= 0 pif Cd=1.15 SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Adjusted Beam Length: Ladj= 6.75 ft Comp.-L to Grain: Fc-1= 650 psi Fc--L = 650 psi Beam Self Weight: BSW= 6 plf Beam Uniform Live Load: wL= 900 plf Controlling Moment: 8026 ft-lb Beam Uniform Dead Load: wD_adj= 509 plf 3.375 ft from left support Total Uniform Load: wT= 1409 plf Created by combining all dead and live loads. Controlling Shear: 4756 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provi ed Section Modulus: 34.9 in3 42.19 in3 Area(Shear): 23.41 in2 28.13 in2 Moment of Inertia(deflection): 81.25 in4 189.84 in4 Moment: 8026 ft-lb 9703 ft-lb Shear: 4756lb 5714lb NOTES DCG GD-30 DCG GD-30 e:CMU CcT.mn Design.ec Wood Beam Softwarecopynght ENERCALC,INC.1983-2020,Build:l2-20.3.25 �.O .: DESCRIPTION: RB.19 CODE REFERENCES Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method:Allowable Stress Design Fb+ 2400 psi E:Modulus of Elasticity Load CombinationASCE 7-16 Fb- 1850 psi Ebend-xx 1800ksi Fc-Pill 1650 psi Eminbend-xx 950ksi Wood Species :DF/DF Fc-Perp 650 psi Ebend-yy 1600ksi Wood Grade :24F-V4 Fv 265 psi Eminbend-yy 850ksi Ft 1100 psi Density 31.21 pcf Beam Bracing :Beam is Fully Braced against lateral-torsional buckling D(0.06 S(0)a_12) D(0 05) ; 5.5x33 i Span=47.50 ft J � _ 1 Applied Loads Service loads entered.Load Factors will be applied for calculation Beam self weight calculated and added to loads Uniform Load: D=0.010 ksf, Tributary Width=5.0 ft,(Wall above) Uniform Load: D=0.0150, S=0.030 ksf, Tributary Width=4.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.40111 Maximum Shear Stress Ratio = 0.154 : 1 Section used for this span 5.5x33 Section used for this span 5.5x33 913.14psi = 47.08 psi = 2,282.77psi = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 23.750ft Location of maximum on span = 44.900ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.466 in Ratio= 1222>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 1.047 In Ratio= 544>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M tb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=47.50 ft i 0.283 0.109 0.90 0.827 1.00 1.00 1.00 1.00 1.00 42.12 506.30 1786.51 3.16 26.10 238.50 +D+L+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 ft i 0.255 0.099 1.00 0.827 1.00 1.00 1.00 1.00 1.00 42.12 506.30 1985.01 3.16 26.10 265.00 +D+Lr+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 It i 0.204 0.079 1.25 0 827 1.00 1.00 1.00 1.00 1.00 42.12 506.30 2481.27 3.16 26.10 331.25 +D+S+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 ft 1 0.400 0.154 1.15 0.827 1.00 1.00 1.00 1.00 1.00 75.96 913.14 2282.77 5.70 47.08 304.75 +D+0.750Lr+0.750L+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 ft 1 0.204 0.079 1.25 0.827 1.00 1.00 1.00 1.00 1.00 42.12 506.30 2481.27 3.16 26.10 331.25 +D+0.750L+0.750S+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 It 1 0.355 0.137 1.15 0.827 1.00 1.00 1.00 1.00 1.00 67.50 811.43 2282.77 5.06 41.83 304.75 DCG GD-31 DCG GD-31 ------FFe-.,-CMU Columin Design.0 Wood Beam Software copyright ENERCALC,INC.1983.2020,Bulld:12.20.3.25 DESCRIPTION: R13.19 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb Pb V fv F v +D+0.60W+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 It 1 0.159 0.062 1.60 0.827 1.00 1.00 1.00 1.00 1.00 42.12 506.30 3176.02 3.16 26.10 424.00 +D+0.750Lr+0.750L+0.450W+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 ft 1 0.159 0.062 1.60 0.827 1.00 1.00 1.00 1.00 1.00 42.12 506.30 3176.02 3.16 26.10 424.00 +D+0.750L+0.750S+0.450W+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 ft 1 0.255 0.099 1.60 0.827 1.00 1.00 1.00 1.00 1.00 67.50 811.43 3176.02 5.06 41.83 424.00 +0.60D+0.60W+0.60H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 It 1 0.096 0.037 1.60 0.827 1.00 1.00 1.00 1.00 1.00 25.27 303.78 3176.02 1.90 15.66 424.00 +D+0.70E+0.60H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 It 1 0.159 0.062 1.60 0.827 1.00 1.00 1.00 1.00 1.00 42.12 506.30 3176.02 3.16 26.10 424.00 +D+0.750L+0.750S+0.5250E+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 ft 1 0.255 0.099 1.60 0.827 1.00 1.00 1.00 1.00 1.00 67.50 811.43 3176.02 5.06 41.83 424.00 +0.60D+0.70E+H 0.827 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=47.50 ft 1 0.096 0.037 1.60 0.827 1.00 1.00 1.00 1.00 1.00 25.27 303.78 3176.02 1.90 15.66 424.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+'Defl Location in Span +D+S+H 1 1.0466 23.923 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overaii MAXimum 6.397 6.397 Overall MINknum 2.850 2.850 +D+H 3.547 3.547 +D+L+H 3.547 3.547 +D+Lr+H 3.547 3.547 +D+S+H 6.397 6.397 +D+0.750Lr+0.750L+H 3.547 3.547 +D+0.750L+0.750S+H 5.684 5.684 +D+0.60W+H 3.547 3.547 +D+0.750Lr+0.750L+0.450W+H 3.547 3.547 +D+0.750L+0.750S+0.450W+H 5.684 5,684 +0.60D+0.60W+0.60H 2.128 2.128 +D+0.70E+0.60H 3.547 3.547 +D+0.750L+0.750S+0.5250E+H 5.684 5.684 +0.60D+0.70E+H 2.128 2.128 D Only 3.547 3.547 S Only 2.850 2.850 H Only DCG Proje §RS S-Gravity Design D Location:GST.1 Raymond L Tennal Jr �a€32 Roof Beam DCG [2015 International Building Code(2015 NDS)j 2210 Riverside Drive,Suite 110 5.5 IN x 24.0 IN x 20.25 FT Mount Vernon,WA. 98273 °' 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.7 Section Adequate By, 19.1% 5/13/2020 7:03:54 AM Controlling Factor. Deflection DEFLECTIONS Center Live Load 0.35 IN U701 LOADING DIAGRAM Dead Load 0.22 in Total Load 0.57 IN U429 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U1360 REACTIONS A B Live Load 10589 lb 10589 lb Dead Load 6715 lb 6715 lb Total Load 17304 lb 17304 lb Bearing Length 4.84 in 4.84 in BEAM DATA Span Length 20.3 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft �Q 20.26 n Roof Pitch 6 12 Roof Duration Factor 1.15 Camber Adj.Factor 0 ROOF LOAQI� Camber Required 0 Side One: Notch Depth 0.00 Roof Live Load: LL= 30 psf MEERIAL PROpEwnE$ Roof Dead Load DL= 15 psf 24F-V4-Visually Graded Western Species Tributary Width: TW= 29.1 ft Base Values Side Two: Bending Stress: Fb= A—� Roof Live Load: LL= 30 psf 2400 psi Controlled by: Roof Dead Load: DL= Fb_cmpr= 1850 psi Fb'= 2566 psi Tributary Width: Tye= .8 psf Cd=1.15 CI=0.99 Cv=0.93 ry 5.8 ft Shear Stress: Fv= 265 psi Fv'_P 305 psi L Wall Load: WALL= 50 plf Cd=1.15 Modulus of Elasticity: E= 1800 ksi E'= PEIPITCH ADJUSTFn Comp.-L to Grain Fc-J-= 650 psi Fc-1�= 1 650 ksi Adjusted Beam Length: L Lad Tuc�tiD LOAD P 0 psi 9 1= 20.25 ft Beam Self Weight: BSW= 29 plf Controlling Moment: 87601 ft-lb Beam Uniform Live Load: wL= 10.125 ft from left support 1663 plf PP Beam Uniform Dead Load: wD_adj= 663 If Created by combining all dead and live loads. Total Uniform Load P Controlling Shear: 17304 lb wT= 1709 plf At support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Read Area(Shear): 409.61 in3 528 in3 Moment of Inertia deflection 85.17 in2 136 in2 : ( ) 5320.94 in4 633 in4 Moment: 87601 ft-lb 112920 ft-lb Shear: 17304 lb 268181b NOTES DCG GD-33 DCG GD-33 Made By: SGT Out-of-Plane Wind Load on SW.1 for Foundation Design Components&Cladding-Part 4:Buildings with h<-160 ft(Simplified) References:ASCE 7-10 Section 30.7 Basic Wind Speed,Vu= 115 (mph) Exposure: c Importance Factor,IW= 1.00 P = Ptable(EAF)(RF)Kzt Roof slope= 1 :12 Front/Back Width Dimension= 92.7 (ft) Roof type= Flat Side Width Dimension= 154.0 (ft) (Flat roof=slope<10e) Mean roof height= 22.0 (ft) Kzf= 1.00 Exposure Adjustment Factor(EAF)= 1.000 Reduction Factor(RF)= See Table Roof/wall effective wind area= 206.7 (ft') S , , N 0 o o o - -� Y' GIIIfRYfA ,OI Rmf ec W&, , IIR Roo! MmwslaRo Rmf fi , MawrJ Roof End zone width(a) 8.8 (ft) Mean roof height(h)= 22.0 (ft) Total end zone width= 17.6 (ft) 9=1 4.76 ° Components&Cladding pRet (pst)- Zone Tabulated Ptable Reduction Factor(RF) Pne�(LRFD) Vert Component(LRFD) NA -41.7 NA, NA D. 0.77 NA -3Z.1 NA -32.V Roof 2 NA -65.5 NA, NA D, 0.77 NA -50.5 NA -50.3 3 NA -89.3 NA, NA D, 0.77 NA -68.7 NA -68.5 4 28.5 -28.5 D. 0.77 C. 0.84 21.9 -23.9 Wall 5 28.5 52.3 1 D, 0.77 E. 0.69 21.9 1 -36.1 *The final net pressure shall not be less than 16 psf(LRFD),normal to surface SPFS-Components&Cladding Wind.xlsm-SWA Out-of-plane DCG Last Saved Date: 12-May-2020 GD-34 DCG GD-34 Made By: SGT Components&Cladding-Part 4:Buildings with h<_160 ft(Simplified) References:ASCE 7-10 Section 30.7 Overhang effective wind area= 90.0 ltt') (affects reduction factors for pooh and ps) Overhang Components&Cladding Loads(psf)' Zone Tabulated Ptable Reduction Factor(RF) Poet(LRFD) Vert Component(LRFD) 1 NA -41.1 A. i.00 A. 7.00 NA -41.7 NA -41.6 Povh 2 NA -65.5 A. 1.00 A. 1.00 NA -65.5 NA -65.3 3 NA -89.3 B. 0.94 B. 0.94 NA -96.5 NA -96.2 4 28.5 -28.5 D, 0.83 C. 0.89 23.7 -25.4 23.7 -25 4 PB 5 28.5 -52.3 D, 0.83 E, 0.71 23.7 -40.3 23.7 -40 3 Net Pressure on Overhang(Povh+Ps)(Psf) Zone liable RF I poet(LRFD) Vert Component(LRFD) Roof Normal Comp.(LRFD) Povh 2 -65.5 A, 11.00 1 -65.5 65.3 65.5 Ps 4 28.5 D. 10.83 1 23.7 23.7 23.6 Total 2,4 89.0 89.1 Net Pressure on Overhang(Povh+Ps)(W) Zone Ntable RF Pnet(LRFD) Vert Component(LRFD) Roof Normal Comp.(LRFD) pooh 3 -ts9.3 B. 0.94 -96.b `96.2 `9b.S Ips 5 28.5 D, 0.83 23.7 23.7 23.6 Total 3,5 119.8 120.1 SPFS-Components&Cladding W ind.xlsm-SW.1 Out-of-plane DCG Last saved Date: 12-May-2020 GD-35 DCG Project: Smokey Point Fire Station GD-35 Description: 2x6 Studwall Capacity Made By: SGT Stud Wall load Capacity Summary Sheet References:2015 NDS Sections 3.7. 15.3,Apx G,Apx H,C3.7,and C15.3,and Supplement 4A,June 2017 Weyerhaeuser TJ-9003 Last Updated:September 2017 Stud Height= 14.5 (ft) Stud Material= DF No.2 Fb= 900 (psi) F,= 1350 (psi) Plate Material= DF No.2 F.,= 625 11 = 625 (psi) Stud Size= 2x6 Interior Walls: Stud Spacing= 16 (in o.c.) Load on wall= 5 (psf) Duration= 1,00 No.of studs Plate bearing Stud bearing 1 5156 (Ibs) 2443 Capacity 2 (Ibs) 2443 (Ibs/stud) 1832 (plf] 3 10313 (Ibs) 5714 (lbs) 5714 (Ibs/stud) 4285 (p10 4 15469 (Ibs) 8926 (Ibs) 8926 (Ibs/stud 20625 (Ibs) 12337 (Ibs) 12337(Ibs/stud) 9253 (PIS (P f) en erness Ratio= CO Column Stresses Fastening LU f�= 296 Adjustment Factors 8d common 2 (psi) F- fb= 278 (psi) CF(Fb)- 1.30 10d commor 0 CF(F°) 1.10 16d commor 2 ER w F.e= 476 (psi) Cd(Fb)= 1.00 A34 1 Lu c= 0. Ld lr�)= A35 1 Fbe= 1636 (psi) HGA10 1 F. = 1485 Fc - 439 (psi (psi) w Fb 1346 (psi) Fb.= 1346 (psi) _Z Combined ress Factor= Deflection= (in) Exterior Walls: Load on wall= 24 (psf) Duration= No of studs Plate bearing Stud bearing 1 5156 Ibs apacity 2 10313 (Ibs) 1195 (Ibs) 1195:,bss/'Pp.osst,))C 89ti (plf) 3 15469 (Ibs) 4197 (Ibs) 4197 /post) 3147 (plf) 4 20625 (Ibs) 7003 (Ibs) 7003pos 5253 (plf) 10184 (Ibs) 10184t) 7638 (plf) a SlendernessRatio= Fastening Column Stresses f�= 145 (psi) Adjustment Factors 8d common 3 CO fb= 1334 CF(Fb)- 1.30 10d commo 2 (psi) C F(F.)= 1.10 16d commor 2 Z F Cr(Fb)= 1.15 A34 w W c= l).80�E=[ 476 (ps') Cd(Fb)= 1.60 A35 1 Vd(rc)_ o Fbe= 1636 (psi) HGA10 1 _F.: Cn F� - 439 (psi) 1485 (psi) LLJFb'= 2153 (psi) Fb"= 2153 (psi) CD U—ombined Stress Factor= Deflection 14'stud capacity.xlsm-Summary DCG Last Saved Date: 15-May-2020 G D-36 DCG G D-36 �►',r+; Project: Smokey Point Fire Station z-. 1 �} ..1, (�',. •fa ;' Description: 2x6 Studwall Capacity Made By: SGT Stud Wall Load Capacity Summary Sheet References:2015 NDS Sections 3.7, 15.3,Apx G,Apx H,C3.7,and C15.3,and Supplement 4A,June 2017 Weyerhaeuser TJ-9003 Last Updated:September 2017 Stud Height= 10.67(ft) Stud Material= DF Stud Fb= 700 (psi) F.= 850 (psi) Plate Material= DF No.2 F,l= 625 FG-L'=1 625 1(psi) Stud Size= 2x6 Stud Spacing= 16 (in o.c.) Interior Walls: Load on wall- (Psf) Duration= No.of studs Plate bearing Stud bearing Capacity 1 5156 (Ibs) 3519 (Ibs) 3519 (Ibs/stud) 2639 (plf) 2 10313 (Ibs) 7987 (Ibs) 7987 (Ibs/stud) 5990 (plf) 3 15469 (Ibs) 12356 (Ibs) 12356 (Ibs/stud) 9267 (plfl 4 20625 (Ibs) 16911 (Ibs) 16911 (Ibs/stud) 12684(plf) Slenderness Ratio-�23.3 Fas enmg rn Column Stresses Adjustment Factors 8d common 2 w f.= 426 (psi) CF(Fb)= 1.00 10d commor 2 fb= 151 (psi) CF(F.)= 1.00 16d commo 2 C,(Fb)= 1.15 A34 i Z FEE_ %/4 (psi) Cd(Fb)= 1.00 A35 1 Q ? c= u. Vd V.)= HGA10 m Q FbE= i 955 (psi) o > Fc*= 850(psi) F,= 559 (psi) Fb* 805 (psi) J Fb= 805 (psi) 0 Cn Cn om inod Stress Factor=1 1.00 Deflection= (in) Exterior Walls: Load on wall= (psf) Duration= No.of studs Plate bearing Stud bearing Capacity 1 5156 (Ibs) 1986 (Ibs) 1986 (Ibs/post) 1489 (plf) 2 10313 (Ibs) 6211 (Ibs) 6211 (Ibs/post) 4658 (plf) 3 15469 (Ibs) 10174 (Ibs) 10174 (Ibs/post) 7631 (plf) 4 20625 (Ibs) 14571 (Ibs) 14571 (Ibs/post) 10928 (plf) enderness Ratio= .3.3 rastemng m Column Stresses Adjustment Factors 8d common 2 w24i (psi) CF(Fb)= 1.00 10d commo 2 fb= 723 (psi) CF(FJ= 1.00 16d commo 2 Cr(Fb)= 1.15 A34 1 Z � FEE= 774 (psi) Cd(Fb)= 1.60 A35 1 Q LU c= u Vd lr.)= HGA10 m Q FbE=1 1955(psi) o > Fc*= 850 (psi) (psi) Fb*= 1288 (psi) w Fe= 1288 (psi) c9 ZCombined Stress Factor= uu Deflection= .22 (in) I-i b( 11'stud capacity.xlsm-Summary DCG Last Saved Date: 15-May-2020 Proje��S�FS-Gravity Design L37Raymond L Tennal Jr Location:6x6 Interior x10.5ft DCG Column 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon.WA. 98273 (2)5.5 IN x 5.5 IN x 12.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:55 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:19.5% CAUTIONS "Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.01 IN=L/MAX Live Load Deflection Criteria: L/180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 10589 lb Dead Load: Vert-DL-Rxn= 6872 lb Total Load: Vert-TL-Rxn= 17461 lb HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 30 lb Total Reaction at Bottom of Column: TL-Rxn-Bottom= 30 lb COLUMN DATA Total Column Length: 12 ft Unbraced Length(X-Axis)Lx: 12 ft Unbraced Length(Y-Axis)Ly: 12 ft Column End Condition-K(e): 1 1i R Axial Load Duration Factor 1.15 Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Douglas-Fir-Larch Base Values Adjusted Compressive Stress: Fc= 700 psi Fc'= 359 psi Cd=1.15 Cp=0.56 Ci=0.80 Bending Stress(X-X Axis): Fbx= 750 psi Fbx'= 690 psi Cd=1.15 CF=1.00 Ci=0.80 Bending Stress(Y-Y Axis): Fby= 750 psi Fby'= 690 psi Cd=1.15 CF=1.00 Ci=0.80 Modulus of Elasticity: E= 1300 ksi E'= 1235 ksi A Column Section(X-X Axis): dx= 5.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 11 in Live Load: PL= 10589 lb Area: A= 60.5 in2 Dead Load: PD= 6715 lb Section Modulus(X-X Axis): Sx= 55.46 in3 Column Self Weight: CSW= 157 lb Section Modulus(Y-Y Axis): Sy= 55.46 in3 Total Axial Load: PT= 17461 lb Slenderness Ratio: Lex/dx= 26.18 Ley/dy= 13.09 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lat= 5 plf Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 289 psi Allowable Compressive Stress: Fc'= 359 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 690 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 690 psi Combined Stress Factor: CSF= 0.8 NOTES ProjeY APES-Gravity Design 138 Raymond L Tennal Jr Location:COL1 DCG Column 2210 Riverside Drive,Suite 110 (2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 (3)1.5 IN x 5.5 IN x 12.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:32 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:2.4% CAUTIONS *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 9175 lb Dead Load Vert-DL-Rxn= 5569 lb Total Load: Vert-TL-Rxn= 14744 lb COLUMN DATA Total Column Length: 12 ft Unbraced Length(X-Axis)Lx: 12 ft Unbraced Length(Y-Axis)Ly: 2 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES #2-Douglas-Fir-Larch Base Values Adjusted Compressive Stress: Fe= 1350 psi Fc'= 610 psi Cd=1.00 Cf=1.10 Cp=0.41 Bending Stress(X-X Axis): Fbx= 900 psi Fbx'= 1346 psi 12 It Cd=1.00 CF=1.30 Cr-1.15 Bending Stress(Y-Y Axis): Fby= 900 psi Fby'= 1346 psi Cd=1.00 CF=1.30 Cr-1.15 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Column Section(X-X Axis): dx= 5.5 in Column Section(Y-Y Axis): dy= 4.5 in Area: A= 24.75 in2 Section Modulus(X-XAxis): Sx= 22.69 in3 Section Modulus(Y-Y Axis): Sy= 6.19 in3 H1 Slenderness Ratio: Lex/dx= 26.18 Ley/dy= 5.33 A Column Calculations(Controlling Case Only): AXIAL LOADING Controlling Load Case:Axial Total Load Only(L+D) Live Load: PL= 9175 lb Actual Compressive Stress: Fc= 596 psi Allowable Compressive Stress: Fc'= 610 psi Dead Load: PD= 55 lb Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: = 64 64 lb PT= Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Axial Load: PT= 14744 lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1346 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1346 psi Combined Stress Factor: CSF= 0.98 NOTES ProjeARS-Gravity Design ®s�9 Raymond L Tennal Jr Location:COL2 DCG Column 2210 Riverside Drive,Suite 110 0l [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 1.5 IN x 5.5 IN x 12.0 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:33 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:66.9% VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 1343 lb Dead Load Vert-DL-Rxn= 322 lb Total Load: Vert-TL-Rxn= 1665 lb Vli� COLUMN DATA B Total Column Length: 12 ft Unbraced Length(X-Axis)Lx: 12 ft Unbraced Length(Y-Axis)Ly: 2 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES #2-Douglas-Fir-Larch Base Values Adffiusted Compressive Stress: Fc= 1350 psi Fc'= 610 psi Cd=1.00 Cf=1.10 Cp=0.41 Bending Stress(X-X Axis): Fbx= 900 psi Fbx'= 1170 psi Cd=1.00 CF=1.30 `n Bending Stress(Y-Y Axis): Fby= 900 psi Fby'= 1170 psi Cd=1.00 CF=1.30 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Column Section(X-XAxis): dx= 5.5 in Column Section(Y-YAxis): dy= 1.5 in Area: A= 8.25 in2 Section Modulus(X-X Axis): Sx= 7.56 in3 Section Modulus(Y-Y Axis): Sy= 2.06 in3 Slenderness Ratio: Lex/dx= 26.18 Ley/dy= 16 A Column Calculations(Controlling Case Only): AXIAL LOADING Controlling Load Case:Axial Total Load Only(L+D) Live Load: PL= 1343 lb Actual Compressive Stress: Fc= 202 psi Dead Load: PD= 301 lb Allowable Compressive Stress: Fc'= 610 psi Column Self Weight: CSW= 21 lb Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Total Axial Load: PT= 1665 lb Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1170 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1170 psi Combined Stress Factor: CSF= 0.33 NOTES ProjeARS-Gravity Design ©y40 Raymond L Tennal Jr Location:(1)2x6 Interior x1 0.5ft DCG Column 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 1.5 IN x 5.5 IN x 10.53 FT StruCalc Version 10.0.1.7 5/13/2020 7:03:36 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:0.6% DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.04 IN=U3040 Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 3958 lb B Dead Load Vert-DL-Rxn= 2394 lb Total Load: Vert-TL-Rxn= 6352 lb HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 26 lb Total Reaction at Bottom of Column: TL-Rxn-Bottom= 26 lb COLUMN DATA Total Column Length: 10.53 It Unbraced Length(X-Axis)Lx: 10.53 ft Unbraced Length(Y-Axis)Ly: 1 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 10.53 f Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Douglas-Fir-Larch Base Values A ' s ed Compressive Stress: Fc= 1350 psi Fc'= 775 psi Cd=1.15 CF1.10 Cp=0.45 Bending Stress(X-X Axis): Fbx= 900 psi Fbx'= 1346 psi Cd=1.15 CF=1.30 Bending Stress(Y-Y Axis): Fby= 900 psi Fby'= 1346 psi __ Cd=1.15 CF=1.30 _ Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi A Column Section(X-XAxis): dx= 5.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 1.5 in Live Load: PL= 3958 lb Area: A= 8.25 in2 Dead Load: PD= 2375lb Section Modulus(X-X Axis): Sx= 7.56 in3 Column Self Weight: CSW= 19 lb Section Modulus(Y-Y Axis): Sy= 2.06 in3 Total Axial Load: PT= 6352 lb Slenderness Ratio: Lex/dx= 22.97 Ley/dy= 8 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lat= 5 plf Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 770 psi Allowable Compressive Stress: Fc'= 775 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1346 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1346 psi Combined Stress Factor: CSF= 0.99 NOTES Proje P§NS-Gravity Design D =Riverside Location:(2)2x61nteriorx10.5ft Z Column [2015 International Building Code(2015 NDS)] uite 110(2) 1.51Nx5.51Nx10.53FT273 #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 5/13/2020 7:03:57 AM Section Adequate By:0.6% CAUTIONS Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFL— ECTIO Deflection due to lateral loads only: Defl= 0.02 IN=U6080 LOADING DIAGRAM Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 7916 lb Dead Load: Vert-DL-Rxn= 4788 lb B Total Load: Vert-TL-Rxn= 12704 lb HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 26 lb Total Reaction at Bottom of Column: TL-Rxn-Bottom= 26 lb COLD_ MN QATA Total Column Length: 10.53 ft Unbraced Length(X-Axis)Lx: 10.53 ft Unbraced Length(Y-Axis)Ly: 1 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 Lateral Load Duration Factor 70.63 f (Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Douglas-Fir-Larch Base Values 8d 4 usted Compressive Stress: Fc= 1350 psi Fc'= 775 psi Cd=1.15 Cf=-1.10 Cp=0.45 Bending Stress(X-X Axis): Fbx= 900 psi Fbx'= 1346 psi Cd=1.15 CF=1.30 Bending Stress(Y-Y Axis): Fby= 900 psi Fby'= 1346 psi Cd=1.15 CF=1.30 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi - A Column Section(X-X Axis): dx= 5.5 in Column Section(Y-YAxis): d AXIAL LOADIN�C Area: y 3 �n Live Load: PL= 7916 lb A= 16.5 in2 Dead Load: Section Modulus(X-X Axis): Sx= 15.13 in3 CS= 4738 lb Section Modulus(Y-Y Axis): Column Self Weight: CSW= 38 lb Slenderness Ratio: Le= 2.13 in3 Total Axial Load: PT= 12704 lb Lex/dx= 22.97 Ley/dy= 4 LATERAL LOADING (Dy Face) Column Calculations(Controlling Case Only): Uniform Lateral Load: wL-Lat= 5 pit Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 770 psi Allowable Compressive Stress: Fc'= 775 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Eccentricity Moment(Y-Y Axis). My-ey= 0 ft-lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis): Fbx= p psi Allowable Bending Stress(X-X Axis): Fbx'= 1346 p Bending Stress Lateral Loads Only(Y-Y Axis). Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1346 psi Combined Stress Factor: CSF= 0.99 NOTES GD-42 DCG GD-42 Masonry Column . nn ._ soft ere dght ENERCALC,INC.1983-2020,Suild:1210.3.25 DESCRIPTION: COL M1 Code References Calculations per ACI 530-13, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Material Properties Column Data - F'm = 2,000.0 psi Column width along X X = 11.625 Analysis Setting! Fr-Rupture = 75.0 psi Column depth along Y-Y = 47.625 in tp faAnalctor for sis Ste Strength Design Strength0 0Design Em=f m* - 900.0 Column Density = 130.0 pcf Longitudinal Bar Size = # 8.0 End Fixity Condition = Top Pinned,Bottom Pinned Rebar Grade = Grade 60 Bars per side at+Y&-Y = 2 Overall Column Height = 10.0 ft Fy-Yield = 60000 psi Bars per side at+X&-X = 2 Construction Type Solid Grouted Hollow Concrete Masonry Fs-Allowable = 32,000.0 psi Cover from ties = 3.50 in Tie Bar Size = # 3 E-Rebar = 29,000.0 ksi Actual Edge to Bar Cente- 4.375 in Tie Bar Spacing = 8.0 in Brace condition for deflection(buckling)along columns: X-X(width)axis Fully braced against buckling ABOUT Y-Y Axis Applied Loads Y-Y(depth)axis: Fully braced against buckling ABOUT X-X Axis Column self weight included:4,998.15 Ibs*Dead Load Factor Service loads entered Load Factors will be applied for calculation AXIAL LOADS. . . Axial Load at 10.0 ft, D=10.60,S=13.70 k BENDING LOADS. .. Lat. Uniform Load creating Mx-x,E=0.3190 k/ft DESIGN SUMMARY Bending Check Results PASS Maximum Bending Stress Ratio = 0.050 :1 Maximum SERVICE Load Reactions.. Load Combinaw.� +1.20D+L+1 60S+1.60H Location of max.above base 0.000 ft Top along X-X 0.000 k At maximum location values are. . Bottom along X-X 0.000 k Pu 40.638 k Maximum SERVICE Load Deflections... 0.9*Pn 770.600 k Mu-x Along x-x 0.000 in at 0.000 ft above base 0.9*Mn-x 262.005 k-ft 0.00 k-ft for load combination: 0.0 : PASS Reinforcing Area Check (ACI530-13,Sec3.3.4. Compressive Strength 770.666 k (ACI530-13,Sec3.3.4. As:Actual Reinforcement 3.160 Pa=0.80[0.80 I'm(An-Ast)+FyAst)*[1-(h/(140*r))A21 Min:0.0025*An 1.384 PASS Check Column Ties (AC1530-13,Sec2.1.6. Max:0.04*An 22.146 Min.Tie Dia.=1/4",#3 bar provided Dimensional Checks Max Tie Spacing= 11.63 in,Provided= 8.00 in Min.Side Dim.>=8" (AC1530-13,Sec 5.3.1. PASS Governing K*Lu/Dimension<=30 (ACI530-13,Sec 5.3.1. Load Combination Results Maximum Bending Stress Ratios Maximum Axial Load Location Actual Allow Actual Mom Load Combination Stress Ratio Status Allow Maximum Reactions Note:Only non-zero reactions are listec Load Combination Y-Y Axis Reaction Axial Reaction @ Base (a1 Top @Base Maximum Deflections for Load Combinations Load Combination Max.Y-Y Deflection Distance DCG GD-43 DCG GD-43 Wood Beam t e:�19��20, mn n. • Software copyright ENERCALC.IN Build:12.20.3.21 DESCRIPTION: GBA (HIGH,IN WALL)CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016ASCE 7-10 Load Combination Set:ASCE 7-16Material Properties Analysis Method: Allowable Stress DesignFb+ 2,400.0 psi E;Modulus of ElasticityLoad Combination ASCE 7-16 Fb- 1,650.0 psi Ebend-xx 1,700.0ksi Fc-Prll 1,350.0 psi Eminbend-xx 900.Oksi Wood Species :SP/SP Fc-Perp 650.0 psi Ebend- Wood Grade :24FBea-V4 Fv YY 1 mn ksi 210.0 psi Eminbend-yy 790.0 ksi Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling 975.0 psi Density 34.330pcf D 0.2880 S 0.720 i 3.125x15 Span=12.0ft Applied Loads Loads on all spans... Service loads entered Load Factors will be applied for calculations - - Uniform Load on ALL spans: D=0.0120, S=0.030 ksf, Tributary Width=24.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = • Section used for this span 0.673: 1 Maximum Shear Stress Ratio = 0.638 : 1 3.125x15 Section used for this span 3.125x15 = 1,857.95 psi = 153.98 psi ,2760.00psi Load Combination +D+S+H Load Combination 241.98 psi Location of maximum on span = 6.000ft Location of maximum on span +D+S+H Span#where maximum occurs = Span#1 Span#where maximum occurs - 0.000 ft Maximum Deflection - Span#1 Max Downward Transient Deflection 0.226 in Ratio= 360 Max Upward Transient Deflection 630<360 Max Downward Total Deflection 0.317 in Ratio= 0<360 Max Upward Total Deflection 0.000 in Ratio= 454<180 0.000 in Ratio= 0<180 � Maximum Forces$Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# Moment Values Shear Values +D+i{ V C d C FN C C Cr Cm C t C L Al Po Fb V fv F'v Length=12.0 ft 1 0.246 0.233 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 +D+L+H 5.18 530.84 2160.00 1.37 43.99 189.00 Length=12.0 ft , 1.000 1.00 1.00 1.00 1.00 1.00 0.221 0.209 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.000 1.00 1.00 1.00 1.00 1.00 +D+Lr+H 5.18 530.84 2400.00 1.37 43.99 210.00 Length=12.0 ft 0.177 0.168 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.000 1.00 1.00 1.00 1.00 1.00 +D+S+H 5.18 530.84 3000.00 1.37 43.99 262.50 Length . 12.0 ft 0.673 0.638 1.15 1.000 100 1.00 1.00 1.00 1.00 18.14 1,857.95 2760.00 4.81 153.98 241.00 0.00 50 0.00 0.00 .50 1.000 1.00 1.00 1.00 1.00 1.00 Length=12.0 ft 1 0.177 0.168 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.18 0.00 530.84 3000.00 0.00 43.00 0.00 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 Length=12.0 ft t 0.553 0.524 1.15 1.000 100 1.00 1.00 1.00 1.00 14.90 1,526.17 2760.00 3.95 126.48 241 +D+0.60W+H . .50 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 DCG GD-44 DCG GD-44 Wood Beam File:C olumn esgn. • Software copyright ENERCALC,INC.1983 2020,BuiId:12.20.3.21 DESCRIPTION: GBA (HIGH, IN WALL) " Load Combination Max Stress Ratios Segment Length Span# M V C C C. oment Values Shear Values d FN i CrC C m C t C L M fb F'b V fv F'v Length=12.0 ft 1 0.138 0.131 1.60 1.000 1.00 1.00 1.00 1.00 1.00 +D+0.750Lr+0.750L+0.450W+H 5.18 530.84 3840.00 1.37 43.99 336.00 Length=12.0 ft 1 0.138 0.131 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 +D+0.750L+0.750S+0.450W+H 5.18 530.84 3840.00 1.37 43.99 336.00 Length=12.0 ft 1 0.397 0.376 1.60 1.000 0.00 0.00 0.00 0.00 +0.60D+0.60W+0.60H 1.00 1.00 1.00 1.00 1.00 14.90 1,526.17 3840.00 3.95 126.48 336.00 1.000 1.00 1.00 1.00 1.00 1.00 Length=12.0 ft 1 0.083 0.079 1.60 1.000 1.00 1.00 1.00 1.00 1.00 000 0.00 0.00 0.00 +D+0.70E+0.60H 3.11 318.50 3840.00 0.82 26.40 336.00 Length=12.0 ft 1 0.138 0.131 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0-00 0.00 0.00 0.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 5.18 530.84 3840.00 1.37 43.99 336.00 Length=12.0 ft 1 0.397 0.376 1.60 1.000000 0.00 0.00 0.00 +0.60D+0.70E+H . . . 100 100 100 1.00 1.00 14.90 1,526.17 3840.00 3.95 126.48 336.00 1.000 1.00 1.00 1.00 1.00 1.00 Length=12.0 ft 1 0.083 0.079 1.60 1.000 1.00 1.00 1.00 1.00 1.00 000 3.11 318.50 3840.00 0. .40 00 2 .00 0 330 Overall Maximum Deflections Load Combination Span Max.="Defl Location in Span Load Combination +D+S+H Max."+"Defl Location in Span 1 0.3166 6.044 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Load Combination Values in KIPS Support 1 Support 2 Overall MAXimum 6.04 6.048 Overall MlNimum 4.320 4.320 +D+H 1.728 1.728 +D+L+H 1.728 1.728 +D+Lr+H 1.728 1.728 +D+S+H 6.048 6.048 +D+0.750Lr+0.750L+H 1.728 1.728 +D+0.750L+0.750S+H 4.968 4.968 +D+0.60W+H 1.728 1.728 +D+0.750Lr+0.750L+0.450W+H 1.728 1.728 +D+0.750L+0.750S+0.450W+H 4.968 4.968 +0.60D+0.60W+0.60H 1.037 1.037 +D+0.70E+0.60H 1.728 1.728 +D+0.750L+0.750S+0.5250E+H 4.968 4.968 +0.60D+0.70E+H 1.037 1.037 D Only 1.728 1.728 S Only 4.320 4.320 H Only DCG GD-45 DCG G D-45 Masonry Beam • Software coµyd t ENERCAIC,INC.19832020,BuiId:12.20.3.25 DESCRIPTION: GB.1 - Code References Calculations per ACI 530-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-16 I General In fm 2,000.0 psi Clear Span 12.0 ft fy 60,000.0 psi Beam Depth Rebar Size 6.0 Em=fm* 900.0 p 1.330 ft #Bars E/F 1 Thickness Wall Wt Mull8 in Top P Clear 3.0 in Block Type Normal Wi End Fixity Fix-Fix Btm Clear 3.0 in Equiv.Solid Thick Lateral Wind Load 30.0 sf 7.60 in #Bar Sets 2 P Wall Weight 84.0 psf Bar Spacing 5.0 in Beam is Fully Braced? No E Lateral Wall Weight Seismic Factor 0.330 n 1,6.111 ksi 1 .111 Shear Reinf Bar Size # 4 Calculate vertical beam weight? Yes Shear Reinf Bar Spacing 16.0 in Note!Shear calculated at"d/2"from edge of beam Ld#2:D(0.3601 S10.601 — — _ Ld#1:D00 � I 1-#6 bars; 2 sets used Uniform Loads Start x End X Dead Load L Floor Live Lr Roof Liv- #1 =Q—g S:Snow W:Wind E Earthquake ft 12.0 ft 0.070 #2 ft 12.0 ft 0.360 k/ft #3 ft ft 0.60 k/ft #4 ft ft k/ft DESIGN SUMMARY k/ft aximum tress Ratios...Vertical ' • ;� $RSS Combination Maximum Moment Actual Mu/Phi*Mn 00 00 aNWA& k-ft 0.0 :1.00 Vertical Loads 0.0 k-ft 0.0 k ft Vu/Phi*Vn 00 0.0 0.0 :1.00 for Load Combination Lateral Loads 0.0 k-ft 0.0 Actual Moviatq for Load Combination r. M ^ Maximum Shear Actual Allowable Maximum Tension As 0.880 in 2 0.9406 in^2 Vertical Loads 0.0 psi for Load Combination: p 0.0 psi Minimum Mn=1.3*Fcr*S = 3.507 k-ft Lateral Loads for Load Combination 0.0 psi 0.0 psi Vertical Strength Lateral Strength As-(per bar set at one side of beam) 0.880 in^2 g (Checking lateral bending for span) Phi*Mn As (all bar sets atone side of beam) 0.880 in^2 23.478 k-ft Phi*Mn 13.658 k-ft Note!Strength uses Iwo bollorn bar sets. Note!Slrenglh uses bar set on each side of beam DCG GD-46 DCG GD-46 Masonry Beath Fde Mu olumn esgn. Ali Software CopynMt ENERCALC,INC.19n2020,Budd:12.20,325 DESCRIPTION: GBA Detailed Load Combination Results Load Combination Vertical Lateral Mmax Mallow fv:Vert Fv:Vert Mactual Mallow tv Fv k ft k-ft psi psi k-ft k-ft psi psi DCG GD-47 DCG GD-47 e: W olumn Des le: Masonry Beam Softmmoopynght ENERCALC,INC.1983.2020,Build:12.20.3.25 DESCRIPTION: GB.2(HIGH) Code References Calculations per ACI 530-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information fm 2,000.0 psi Clear Span 6.0 ft Rebar Size 5.0 fy 60,000.0 psi Beam Depth 2.0 ft #Bars @ Locations 2 Em=fm* 900.0 Thickness 8 in Top Clear 3.0 in Wall Wt Mull 1.0 End Fixity Pin-Pin Btm Clear 3.0 in Block Type Normal Wt Equiv.Solid Thick 7.60 in #Bar Sets 2 Lateral Wind Load 30.0 psf Wall Weight 84.0 psf Bar Spacing 5.0 in Beam is Fully Braced? No E 1,800.0 ksi Lateral Wall Weight Seismic Factor 0.330 n 16.111 Calculate vertical beam weight? Yes Note!Shear calculated at"d/2"from edge of beam Ld p L D(o r 3 0( 750I Ld 01:p(1.o) 2-#5 bars.2 sets used � t A Uniform Loads Start X End X Dead Load L Floor Live Lr Roof Lve S:Snow W:Wind E-Earthquake #1 ft 12.0 ft 1.0 k/ft #2 ft 12.0 ft 0.30 0.750 k/ft #3 ft ft k/ft #4 ft ft k/ft DESIGN SUMMARY Maximum Stress Ratios...Y al Lateral Rs3 Combinaton Maximum Moment A Alllowz!e k-ft Mu I Phi*Mn 00 0.0 0.0 :1.00 Vertical Loads 0.0 k-ft 0.0 k-ft for Load Combination: Vu/Phi*Vn 00 0.0 0.0 :1.00 Lateral Loads 0.0 k-ft 0.0 for Load Combination Actual AG2wable Actual Allowable Maximum Shear Maximum Tension As 0.620 in^2 1.524 in^2 Vertical Loads 0.0 psi 0.0 psi for Load Combination Minimum Mn=1.3*Fcr*S = 7.930 k-ft Lateral Loads 0.0 psi 0.0 psi for Load Combination Vertical Strength Lateral Strength (Checking lateral bending for span) As-(per bar set at one side of beam) 0.620 in^2 As-(all bar sets at one side of beam) 1.240 in^2 Phi*Mn 28.799 k-ft Phi*Mn 5.628 k-ft Note! Strength uses two bottom bar sets. Note!Strength uses bar set on each side of beam. DCG GD-48 DCG GD-48 Re CMU Column Design.%6 ewr ' Masonry Beam SoftecopyrightENERCALC.INC 19n2020,Build:12.20.3.25 DESCRIPTION: GB.2(LOW) Code References Calculations per ACI 530-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information f m 2,000.0 psi Clear Span 12.0 ft Rebar Size 5.0 fy 60,000.0 psi Beam Depth 3.330 ft #Bars @ Locations 1 Em=f m" 900.0 Thickness 8 in Top Clear 3.0 in Wall Wt Mull 1.0 End Fixity Pin-Pin Btm Clear 3.0 in Block Type Normal Wt Equiv.Solid Thick 7.60 in #Bar Sets 3 Lateral Wind Load 30.0 psf Wall Weight 84.0 psf Bar Spacing 5.0 in Beam is Fully Braced? No E 1,800.0 ksi Lateral Wall Weight Seismic Factor 0.330 n 16.111 Calculate vertical beam weight? Yes Note!Shear calculated at"d/2"from edge of beam Ld�8Z RaM W.M) • Ld IN:00.0) i-r 5 oars.3 sets used a Uniform Loads Start X End X Dead Load L:Floor Live Lr:Roof Live S:Snow W:Wind E:Earthquake #1 ft 12.0 ft 1.0 k/ft #2 ft 12.0 ft 0.30 0,750 k/ft #3 ft ft k/ft #4 ft ft k/ft DESIGN SUMMARY Maximum Stress Ratios...Vertical L ra SRSS Combination Maximum Moment Actu Allowab k-ft Mu I Phi*Mn 0.0 0.0 0.0 :1.00 Vertical Loads 0.0 k-ft 0.0 k-ft for Load Combination Vu I Phi*Vn 0.0 0.0 0.0 :1.00 Lateral Loads 0.0 k-ft 0.0 for Load Combination Actual All w& Actual Allowable Maximum Shear Maximum Tension As 0.310 in^2 2,682 in12 Vertical Loads 0.0 psi 0.0 psi for Load Combination Minimum Mn=1.3*Fcr*S = 21.984 k-ft Lateral Loads 0.0 psi 0.0 psi for Load Combination Vertical Strength Lateral Strength (Checking lateral bending for span) As-(per bar set at one side of beam) 0.310 inA2 As-(all bar sets at one side of beam) 0.930 inA2 Phi*Mn 75.184 k-ft Phi*Mn 5.434 k-ft Note!Strength uses Iwo boflom bar sets Note! Strength uses bar set on each side of beam. DCG GD-49 DCG GD-49 e:CMU oIumn gn.ec Masonry Beam Software Copyright ENERCALC,INC.19812020,Build:12.20.3.25 1.r DESCRIPTION: GB.2(LOW)-2 bars at bottom only Code References Calculations per ACI 530-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 Generallnformation fm 2,000.0 psi Clear Span 12.0 ft Rebar Size 5.0 fy 60,000.0 psi Beam Depth 3.330 ft #Bars E/F 1 Em=fm" 900.0 Thickness 8 in Top Clear 3.0 in Wall Wt Mull 1.0 End Fixity Pin-Pin Btm Clear 3.0 in Block Type Normal W1 Equiv.Solid Thick 7.60 in #Bar Sets 1 Lateral Wind Load 30.0 psf Wall Weight 84.0 psf Bar Spacing 5.0 in Beam is Fully Braced? No E 1,800.0 ksi Lateral Wall Weight Seismic Factor 0.330 n 16.111 Calculate vertical beam weight? Yes Note!Shear calculated at"d/2"from edge of beam Ld� Ld Bt:0(1.0) 1-A 5 bare 1 Uniform Loads Start X End X Dead Load L Floor Live Lr Roof Live S Snow W:Wind E:Earth uake #1 ft 12.0 ft 1.0 k/ft #2 ft 12.0 ft 0.30 0.750 k/ft #3 ft ft k/ft #4 ft ft k/ft DESIGN SUMMARY Maximum tress Ratios...vertical Lateral SRSS Combination Maximum Moment Actual A9owable k-ft Mu I Phi"Mn 00 00 0.0 :1.00 Vertical Loads 0.0 k-ft 0.0 k-ft for Load Combination Vu I Phi`Vn 00 00 0.0 : 1.00 Lateral Loads 0.0 k-ft 0.0 for Load Combination Actual Allowable Actual Allowable Maximum Shear Maximum Tension As 0,620 inA2 2.682 in^2 Vertical Loads 0.0 psi 0.0 psi for Load Combination Minimum Mn=1.3"Fcr*S = 21.984 k-ft Lateral Loads 0.0 psi 0.0 psi for Load Combination Vertical Strength Lateral Strength (Checking lateral bending for span) As-(per bar set at one side of beam) 0.620 inA2 As-(all bar sets at one side of beam) 0.310 inA2 Phi"Mn 98.871 k-ft Phi'Mn 7.743 k-ft Note! Strength uses Iwo bottom bar sets. Note!Strength uses bar set on each side of beam DCG GD-50 DCG GD-50 Beam on Elastic Foundation n. Sofirare copynght ENERCALC,INC.1983.2020,Build:1220.3.25 DESCRIPTION 18k axle on slab ' CODE REFERENCES Calculations per ACI 318-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 Material Properties fc 112 - 2.50 ksi Phi Values Flexure. 0.90 - fr= fc *7.50 = 375.0 psi Density Shear 0.750 W Y = 150.0 pcf = X Lt Wt Factor = 1.0 R 1 Elastic Modulus = 2,850.Oksi Soil Subgrade Modulus - 125.0 psi/(inch deflection) _ Load CombinationASCE 7-16 fy-Main Rebar = 60.0 ksi F Stirrups - E-Main Rebar Y- p - 40.0 ksi - -- - - - _- - = 29,000.0 ksi E-Stirrups =29,000.0 ksi Stirrup Bar Size# = # 3 Number of Resisting Legs Per Stirrul 2 Beam is supported on an elastic foundation L(18) _ ! L(10) gR hh i pa n 4 0 R Cross Section&Reinforcing Details Rectangular Section, Width=48.0 in, Height=8.0 in - - Span#1 Reinforcing... 446 at 4.0 in from Top,from 0.0 to 24.0 ft in this span Applied Loads Service loads entered.Load Factors will be applied for calculation Point Load: L=18.0k@5.Oft Point Load: L=10.0 k @ 18.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = ' • Section used for this span 0.940: 1 Maximum Deflection Mu:Applied Typical Section Max Downward L+Lr+S Deflection 0.000 In 25.928 k-ft Max Upward L+Lr+S Deflection 0.000 in Mn Phi:Allowable 27.580 k-ft Max Downward Total Deflection Load Combination + Upward Total Deflection 0.034 in Location of maximum on span Max1.20D+0.50Lr+1.60L+1.6( 0.000 in 5.082 It Span#where maximum occurs Span#1 Maximum Soil Pressure = 0.618 ksf at 5.07ft LdComb: +D+L+H Allowable Soil Pressure = 2.0 ksf OK Shear Stirrup Requirements Entire Beam Span Length:, Req'd Vs--, use stirrups spaced at 0.000 in Maximum Forces&Stresses for Load Combinations Load Combination Bending Stress Results k-ft Segment Length San# Location(ft) 9 ( ) p in Span Mu:Max Phi*Mnx Stress Ratio MAximum Bending Envelope Span#1 1 5.082 25.93 27.58 -+1.40D+1.60H 0.94 Span#1 1 5.082 +1.20D+0.50Lr+1.60L+1.60H DCG Span#1 1 5.082 25.93 27.58 094 GD-51 DCG GD-51 -e CW Column i n.ec Beam on Elastic Foundation Sotwarecopyngre ENERCALC,INC.1983.2020,Build:12.20.3.25 r,� r r DESCRIPTION: 18k axle on slab Load Combination Location(ft) Bending Stress Results (k-ft)Segment Length Span# inSpan Mu:Max Phi Mnx Stress Ratio +1.20D+1.60L-,0,50S+1.60H Span#1 1 5.082 25.93 27.58 0.94 +1.20D+1.60Lr+L+1.60H Span#1 1 5.082 16.21 27.58 0.59 +1.20D+1.60Lr+0.50W+1.60H Span#1 1 5.082 +1.20D+L+1.60S+1.60H Span#1 1 5.082 16.21 27.58 0.59 +1.20D+1.60S+0.50W+1.60 H Span#1 1 5.082 +1.20D+0.50Lr+L+W+1.60H Span#1 1 5.082 16.21 27.58 059 +1.20D+L+0.50S+W+1.60H Span#1 1 5.082 16.21 27.58 0.59 +0.90D+W+1.60H Span#1 1 5.082 +1.20D+L+0.20S+E+1.60H Span#1 1 5.082 16.21 27.58 0.59 +0.90D+E+0.90H Span#1 1 5.082 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"DO Location in Span Load Combination Max."+"Defl Location in Span Span 1 1 0.0343 5.067 Span 1 -0.0004 24.000 Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Spacing(in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) Req'd Suggest DCG GD-52 I DCG GD-52 _ _ . oCO �o L C � 1 e3 -- O w _ L a a I I O N >+(O I 3 Y89 Y �6 ' O N O �\ F3 N co I s� II v.a J J r ,Q)r — C6 :roeI m I � � � �ro � I a I 3 � I z Q i I 1 I a 1 o N L O O U U s o 7-1 U U m Y li I _so sm o I I I I L - - ---- --- ------ J ' DCG Proj,'AP PPS-Gravity Design DV3 ®363 Raymond L Tennal Jr Location:MJ.1 DCG Floor Joist 2210 Riverside Drive,Suite 110 or [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 10.16 FT @ 16 O.C. StruCalc Version 10.0.1.7 5/13/2020 7:03:42 AM TJI 110/11.875-iLevel Trus Joist Section Adequate By:31.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.19 IN U648 Dead Load 0.02 in Total Load 0.21 IN U578 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS _q B Live Load 847 lb 847 lb Dead Load 102 lb 102 lb Total Load 949 lb 949 lb Bearing Length 3.50 in 3.50 in Web Stiffeners No No SUPPORT LOADS A. 13 1 Live Load 635 pif 635 pif A - �o.1s n Dead Load 77 pif 77 plf Total Load 712 pif 712 plf I-JOIST PROPERTIES JOIST DATA Center TJI 110/11.875-iLevel Trus Joist Span Length 10.16 ft Base Values Adjusted Unbraced Length-Top 0 ft Moment Cap: Mcap= 3160 ft-lb Mcap'= 3160 ft-lb Unbraced Length-Bottom 0 ft Cd= 1.00 Floor sheathing applied to top of joists-top of joists fully braced Shear Stress: Vcap= 1560 lb Vcap'= 1560 lb Floor Duration Factor 1.00 Cd=1.00 JOIST LOADING Reaction A: Rcap= 1375 lb Rcap'= 1375 lb Uniform Floor Loading Center Reaction B: Rcap= 1375 lb Rcap'= 1375 lb Live Load LL= 125 psf E.I.: El= 267 Ib-in2 El'= 267 Ib-in2 Dead Load DL= 15 psf Total Load TL= 140 psf Controlling Moment: 2409 ft-lb TL Adj. For Joist Spacing wT= 186.7 pif 5.08 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: 948 lb At left support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E.I.: 198 in2-lb E6 267 in2-lb xE6 Moment: 2409 ft-lb 3160 ft-lb Shear: 948lb 1560 lb NOTES DCG ProjeRP S-Gravity Design D 74Raymond L Tennal Jr / Location:Mezz Joist DCG Floor Joist 2210 Riverside Drive,Suite 110 [2015 International Building Code(2015 NDS)] Mount Vernon,WA. 98273 10.54 FT Qa 16 O.C. StruCalc Version 10.0.1.7 5/13/2020 7:03:34 AM TJI 110/11.875-iLevel Trus Joist Section Adequate By:21.9% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.21 IN U589 Dead Load 0.03 in Total Load 0.24 IN U525 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A 6 Live Load 878 lb 878 lb Dead Load 105 lb 105 lb Total Load 983 lb 983 lb Bearing Length 3.50 in 3.50 in Web Stiffeners No No SUPPORTLOADS A Live Load 659 plf 659 plf A io.sa n Dead Load 79 plf 79 plf Total Load 737 plf 737 pif I-JOIST PROPERTIES JOIST DATA Center TJI 110 111.875-iLevel Trus Joist Span Length 10.54 ft Base Values Adjusted Unbraced Length-Top 0 ft Moment Cap: Mcap= 3160 ft-lb Mcap'= 3160 ft-lb Unbraced Length-Bottom 0 ft Cd=1.00 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Vcap= 1560 lb Vcap'= 1560 lb Floor Duration Factor 1.00 Cd=1.00 JOIST LOADING Reaction A: Rcap= 1375 lb Rcap'= 1375 lb Uniform Floor Loading Center Reaction B: Rcap= 1375 lb Rcap'= 1375 lb Live Load LL= 125 psf E.I.: El= 267 Ib-in2 El'= 267 lb-in2 Dead Load DL= 15 psf Total Load TL= 140 psf Controlling Moment: 2592 ft-lb TLAdj. For Joist Spacing wT= 186.7 plf 5.27 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: -984 lb 11.0 Ft from left support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E.I.: 218 in2-lb E6 267 in2-lb xE6 Moment: 2592 ft-lb 3160 ft-lb Shear: -984lb 1560 lb NOTES DCG Projecc,�rr,, D StruCalc 9.05 at�SPFS-Gravity Design f' '. ' Location:MB.1 ` Combination Roof And Floor Beam 12015 International Building Code(2012 NDS)] � 3.5 IN x 5.5 IN x 3.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Section Adequate By:10.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN U1104 Dead Load 0.01 in Total Load 0.05 IN U826 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1531 lb 1531 lb Dead Load 515 lb 515 lb Total Load 2046 lb 2046 lb Bearing Length 0.94 in 0.94 in BEAM DATA Center _ Span Length 3.5 ft Unbraced Length-Top 3.5 ft 15 ft-- Pitch 1 :12 Floor Duration Factor 1.00 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROPERTIES Roof Live Load RLL= 25 psf 25 psf #2-Douglas-Fir-Larch Roof Dead Load RDL= 15 psf 15 psf Base Values Adjusted Roof Tributary Width RTW= 5.5 ft 2 ft Bending Stress: Fb= 900 psi Fb'= 1340 psi Cd=1.15 CI=1.00 CF=1.30 FLOOR LOADING Shear Stress: Fv= 180 psi Fv'= 207 psi Side 1 Si de 2 Cd=1.15 Floor Live Load FLL= 125 psf 0 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Floor Dead Load FDL= 15 psf 0 psf Comp.-L to Grain: Fc-1= 625 psi Fc--L = 625 psi Floor Tributary Width FTW= 5.5 ft 0 ft Controlling Moment: 1791 ft-lb Wall Load WALL= 95 pif 1.75 ft from left support BEAM LOADING Created by combining all dead and live loads. Roof Uniform Live Load: wL-roof= 188 plf Controlling Shear: 2047 lb Roof Uniform Dead Load: wD-roof= 113 plf At support. Floor Uniform Live Load: wL-floor= 688 plf Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 83 plf Beam Self Weight: BSW= 4 plf Comparisons with required sections: Read P.rQvi d Combined Uniform Live Load: wL= 875 plf Section Modulus: 16.04 in3 17.65 in3 Combined Uniform Dead Load: wD= 295 plf Area(Shear): 14.83 in2 19.25 in2 Combined Uniform Total Load: wT= 1170 plf Moment of Inertia(deflection): 15.82 in4 48.53 in4 Moment: 1791 ft-lb 1971 ft-lb Shear: 2047lb 2657lb NOTES DCG �rr,, D � StruCalc 9.0 76 ProjEPNOPS-Gravity Design Location:MB.2 $ Combination Roof And Floor Beam of [2015 International Building Code(2012 NDS)] I 3.5 IN x 9.25 IN x 3.25 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Section Adequate By:26.5% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U3826 Dead Load 0.00 in Total Load 0.01 IN 1-12640 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2438 lb 2438 lb Dead Load 1095 lb 1095 lb Total Load 3533 lb 3533 lb Bearing Length 1.61 in 1.61 in BEAM DATA Center Span Length 3.25 ft Unbraced Length-Top 3.25 ft A - - 3.25 n Roof Pitch 1 :12 Floor Duration Factor 1.00 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROPERTIES Roof Live Load RLL= 25 psf 25 psf 42-Douglas-Fir-Larch Roof Dead Load RDL= 15 psf 15 psf Base Values Adiusted Roof Tributary Width RTW= 27 ft 5.5 ft Bending Stress: Fb= 900 psi Fb'= 1235 psi Cd=1.15 CI=0.99 CF=1.20 FLOOR LOADING Shear Stress: Fv= 180 psi Fv'= 207 psi Side 1 Side 2 Cd=1.15 Floor Live Load FLL= 125 psf 0 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Floor Dead Load FDL= 15 psf 0 psf Comp.-Lto Grain: Fc--L= 625 psi Fc--L = 625 psi Floor Tributary Width FTW= 5.5 ft 0 ft Controlling Moment: 2870 ft-lb Wall Load WALL= 95 plf 1.625 ft from left support BEAM LOADING Created by combining all dead and live loads Roof Uniform Live Load: wL-roof= 813 plf Controlling Shear: -3532 lb Roof Uniform Dead Load: wD-roof= 489 plf At support. Floor Uniform Live Load: wL-floor= 688 plf Created by combining all dead and live loads Floor Uniform Dead Load: wD-floor= 83 plf Comparisons with required sections: Read Provided Beam Self Weight: BSW 7 plf= Combined Uniform Live Load: wL= 1500 plf Section Modulus: 27.9 in3 49.91 in3 Combined Uniform Dead Load wD= 674 plf Area(Shear): 25.6 in2 32.38 in2 Combined Uniform Total Load: wT= 2174 plf Moment of Inertia(deflection): 21.72 in4 230.84 in4 Moment: 2870 ft-lb 5135 ft-lb Shear: -3532lb 4468lb NOTES DCG Proje5577 DCG StruCalc 9.0 177 c'tPSPFS-Gravity Design 1' — Location:MBA SCi�62�C' Combination Roof And Floor Beam [2015 International Building Code(2012 NDS)] 5.25INx11.875INx12.0FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Section Adequate By:25.9% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.29 IN U500 Dead Load 0.19 in Total Load 0.48 IN U302 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 5423 lb 5423 lb Dead Load 3561 lb 3561 lb Total Load 8984 lb 8984 lb Bearing Length 2.28 in 2.28 in BEAM DATA Cen er —, Span Length 12 ft Unbraced Length-Top 0 ft A 12 n- Roof Pitch 1 712 Floor Duration Factor 1.00 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROPERTIES Roof Live Load RLL= 25 psf 25 psf 2.0E Parallam-iLevel Trus Joist Roof Dead Load RDL= 15 psf 15 psf Base Values Adjusted Roof Tributary Width RTW= 24 ft 5.5 ft Bending Stress: Fb= 2900 psi Fb'= 3339 psi Cd=1.15 CF=1.00 FLOOR LOADING Shear Stress: Fv= 290 psi Fv'= 334 psi Side 1 Side 2 Cd=1.15 Floor Live Load FLL= 125 psf 0 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Floor Dead Load FDL= 15 psf 0 psf Comp.-L to Grain: Fc-1= 750 psi Fc--L = 750 psi Floor Tributary Width FTW= 1.3 ft 0 ft Controlling Moment: 26950 ft-lb I Wall Load WALL= 110 pif 6.0 ft from left support BEAM LOADING Created by combining all dead and live loads. Roof Uniform Live Load: wL-roof= 738 plf Controlling Shear: -8983 lb Roof Uniform Dead Load: wD-roof= 444 plf At support. Floor Uniform Live Load: wL-floor= 166 plf Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 20 plf Comparisons with required sections: Read pr Beam Self Weight: BSW 19 plf = Combined Uniform Live Load: wL= 904 plf Section Modulus: 96.86 in3 123.39 in3 Combined Uniform Dead Load: wD= 593 plf Area(Shear): 40.4 in2 62.34 in2 Combined Uniform Total Load: wT= 1497 plf Moment of Inertia(deflection): 582.03 in4 732.62 in4 Moment: 26950 ft-lb 34332 ft-lb Shear: -8983lb 13861 lb NOTES DCG Projeat�SpFS-Gravity Design ��s;. �StruCalc 9.0 i8 Location:MB.6 Combination Roof And Floor Beam a+ [2015 International Building Code(2012 NDS)] r, 5.5 IN x 9.0 IN x 3.25 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Section Adequate By:6.7% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U4540 Dead Load 0.00 in Total Load 0.01 IN U2988 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 5970 lb 2216 lb Dead Load 3458 lb 993 lb Total Load 9428 lb 3209 lb Bearing Length 2.64 in 0.90 in BEAM DATA Center Span Length 3.25 ft 1 Unbraced Length-Top 3.25 ft A 3.25 ft Roof Pitch 4 :12 Floor Duration Factor 1.00 Roof Duration Factor 1.15 ROOF LOADING Camber Adj.Factor 1.5 Side 1 Side 2 Camber Required 0.01 Roof Live Load RILL= 25 psf 25 psf Notch Depth 0.00 Roof Dead Load RDL= 15 psf 15 psf MATERIAL PROPERTIES Roof Tributary Width RTW= 3 ft 1 ft 24F-V4-Visually Graded Western Species Base Values AdL� steel FLOOR LOADING Bending Stress: Fb= 2400 psi Controlled by: Side 1 Side 2 Fb_cmpr= 1850 psi Fb'= 2752 psi Floor Live Load FLL= 125 psf 0 psf Cd=1.15 Cl=1.00 Floor Dead Load FDL= 15 psf 0 psf Shear Stress: Fv= 265 psi Fv'= 305 psi Floor Tributary Width FTW= 6 ft 0 ft Cd=1.15 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi I Wall Load WALL= 110 plf Comp.l to Grain: Fc- = 650 psi Fc-1'= 650 psi BEAM LOADING Roof Uniform Live Load: wL-roof= 100 plf Controlling Moment: 4571 ft-lb Roof Uniform Dead Load: wD-roof= 63 plf 1.625 ft from left support Floor Uniform Live Load: wL-floor= 750 plf Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 90 plf Controlling Shear: 9428 Ib Beam Self Weight: BSW= 11 plf At support. Combined Uniform Live Load: wL= 850 plf Created by combining all dead and live loads. Combined Uniform Dead Load: wD= 274 plf Combined Uniform Total Load: wT= 1124 plf Comparisons with required sections: Read Provide. Section Modulus: 19.94 in3 74.25 in3 POINT LOADS-CENTER SPAN Area(Shear): 46.41 in2 49.5 in2 Load Number One Moment of Inertia(deflection): 26.84 in4 334.13 in4 Live Load 5423 Ib Moment: 4571 ft-lb 17025 ft-lb Dead Load 3561 Ib Shear: 9428 Ib 10057 Ib Location 0.5 ft *Load obtained from Load Tracker.See Summary Report for details. NOTES ECG Project:WS-Gravity Design StruCalc 9.0 Location:MB.7 $(� Combination Roof And Floor Beam �- [2015 International Building Code(2012 NDS)] 1.75 IN x 11.875 IN x 5.5 FT 1.55E Timberstrand LSL-iLevel Trus Joist StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Section Adequate By:63.3% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN U1618 Dead Load 0.01 in Total Load 0.05 IN U1269 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2063 lb 2063 lb Dead Load 568 lb 568 lb Total Load 2631 lb 2631 lb Bearing Length 1.67 in 1.67 in BEAM DATA Center Span Length 5.5 ft Unbraced Length-Top 0 ft —s.s ft- - B Roof Pitch 1 :12 Floor Duration Factor 1.00 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 1 Side 1 Side 2 MATERIAL PROPERTIES Roof Live Load RILL= 25 psf 25 psf 1.55E Timberstrand LSL-iLevel Trus Joist Roof Dead Load RDL= 15 psf 15 psf Base Values Adiusted Roof Tributary Width RTW= 2 ft 1 ft Bending Stress: Fb= 2325 psi Fb'= 2327 psi Cd=1.00 CF=1.00 FLOOR LOADING Shear Stress: Fv= 310 psi Fv'= 310 psi Side 1 Side 2 Cd=1.00 Floor Live Load FLL= 125 psf 0 psf Modulus of Elasticity: E= 1550 ksi E'= 1550 ksi Floor Dead Load FDL= 15 psf 0 psf Comp.-L to Grain: Fc-1= 900 psi Fc--L = 900 psi Floor Tributary Width FTW= 6 ft 0 ft Controlling Moment: 3617 ft-lb Wall Load WALL= 110 plf 2.75 ft from left support BEAM LOADING Created by combining all dead and live loads. Roof Uniform Live Load: wL-roof= 75 plf Controlling Shear: -2630 lb Roof Uniform Dead Load: wD-roof= 45 plf At support. Floor Uniform Live Load: wL-floor= 750 plf Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 90 plf Comparisons with required sections: Reed 6 plf Provided Beam Self Weight: BSW= 65 in3 41.13 in3 Combined Uniform Live Load: wL= 825 plf Section Modulus: 18. in3 41 in3 Combined Uniform Dead Load: wD= 252 plf Area(Shear): 12.65 .13 Combined Uniform Total Load: wT= 1077 plf Moment of Inertia(deflection): 54.33 in4 244.21 in4 Moment: 3617 ft-lb 7977 ft-lb Shear: -2630lb 4295lb NOTES DCG ProjAROFS-Gravity Design StruCafc 9 0 E3: � Location:MB.8 Ski�C3]t Combination Roof And Floor Beam [2015 International Building Code(2012 NDS)] 1.75 IN x 11.875 IN x 5.25 FT 1.55E Timberstrand LSL-iLevel Trus Joist StruCalc Version 10.0.1.7 5/13/2020 5:04:42 PM Section Adequate By:64.2% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN U1860 Dead Load 0.01 in Total Load 0.04 IN U1400 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1969 lb 1969 lb Dead Load 647 lb 647 lb Total Load 2616 lb 2616 lb Bearing Length 1.66 in 1.66 in BEAM DATA Center Span Length 5.25 ft Unbraced Length-Top 0 ft -5.25 it B Roof Pitch 1 :12 Floor Duration Factor 1.00 Roof Duration Factor 1.15 ROOF LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROPERTIES Roof Live Load RLL= 25 psf 0 psf 1.55E Timberstrand LSL-iLevel Trus Joist Roof Dead Load RDL= 15 psf 0 psf Base Values Adiusted Roof Tributary Width RTW= 3 ft 0 ft Bending Stress: Fb= 2325 psi Fb'= 2327 psi Cd=1.00 CF=1.00 FLOOR LOADING Shear Stress: Fv= 310 psi Fv'= 310 psi Side 1 Side 2 Cd=1.00 Floor Live Load FLL= 125 psf 0 psf Modulus of Elasticity: E= 1550 ksi E'= 1550 ksi Floor Dead Load FDL= 15 psf 0 psf Comp.-L to Grain: Fc-1= 900 psi Fc--L = 900 psi Floor Tributary Width FTW= 6 ft 0 ft Controlling Moment: 3433 ft-lb Wall Load WALL= 150 pif 2.625 ft from left support BEAM LOADING Created by combining all dead and live loads. Roof Uniform Live Load: wL-roof= 75 pif Controlling Shear: 2616 lb Roof Uniform Dead Load: wD-roof= 45 plf At support. Floor Uniform Live Load: wL-floor= 750 Of Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 90 pif Comparisons with required sections: Read Provided Beam Self Weight: BSW= 6 pif Section Modulus: 17.7 in3 41.13 in3 Combined Uniform Live Load: wL= 825 plf Area(Shear): 12.66 in2 20.78 in2 Combined Uniform Dead Load: wD= 292 plf Combined Uniform Total Load: wT= 1117 pif Moment of Inertia(deflection): 47.25 in4 244.21 in4 Moment: 3433 ft-lb 7977 ft-lb Shear: 2616 lb 4295lb NOTES DCG Proje RNS-Gravity Design D StruCalc 9.0 � Location:MB.10 sift* Combination Roof And Floor Beam [2015 International Building Code(2012 NDS)] . 3.5 IN x 5.5 IN x 3.25 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.7 5/13/2020 5:04:43 PM Section Adequate By:30.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN U1609 Dead Load 0.01 in Total Load 0.03 IN U1214 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1219 lb 1219 lb Dead Load 397 lb 397 lb Total Load 1616 lb 1616 lb Bearing Length 0.74 in 0.74 in BEAM DATA Center Span Length 3.25 ft e Unbraced Length-Top 3.25 ft A a zs n Roof Pitch 1 :12 Floor Duration Factor 1.00 Roof Duration Factor 1.15 RC-)OF LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROPERTIES Roof Live Load RLL= 25 psf 0 psf #2-Douglas-Fir-Larch Roof Dead Load RDL= 15 psf 0 psf Base Values Adjusted Roof Tributary Width RTW= 3 ft 0 ft Bending Stress: Fb= 900 psi Fb'= 1166 psi Cd=1.00 C1=1.00 CF=1.30 FLOOR LOADING Shear Stress: Fv= 180 psi Fv'= 180 psi Side 1 Side 2 Cd=1.00 Floor Live Load FLL= 125 psf 0 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Floor Dead Load FDL= 15 psf D psf Comp.-L to Grain: Fc--L= 625 psi Fc--L = 625 psi Floor Tributary Width FTW= 6 ft D ft Controlling Moment: 1313 ft-lb I Wall Load WALL= 150 plf 1.625 ft from left support BEAM LOADING Created by combining all dead and live loads. Roof Uniform Live Load: wL-roof= 75 plf Controlling Shear: -1616 lb Roof Uniform Dead Load: wD-roof= 45 plf At support. Floor Uniform Live Load: wL-floor= 750 plf Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 90 plf Comparisons with required sections: Read Provided 4 plf Beam Self Weight: BSW= Combined Uniform Live Load: wL= 825 plf Section Modulus: 13.51 in3 17.65 in3 Combined Uniform Dead Load: wD= 289 plf Area(Shear): 13.46 in2 19.25 in2 Combined Uniform Total Load: wT= 1114 plf Moment of Inertia(deflection): 10.86 in4 48.53 in4 Moment: 1313 ft-lb 1715 ft-lb Shear: -1616 lb 23101b NOTES DCG Projecc'tPSPPS-Gravity Design D StruCalc 9.0 2 Location:MB.11 Uniformly Loaded Floor Beam_ of [2015 International Building Code(2012 NDS)] 1.75 IN x 11.875 IN x 4.0 FT 1.55E Timberstrand LSL-iLevel Trus Joist StruCalc Version 10.0.1.7 5/13/2020 5:04:43 PM Section Adequate By: 106.2% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U3505 Dead Load 0.00 in Total Load 0.02 IN U3029 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1800 lb 1800 lb Dead Load 283 lb 283 lb Total Load 2083 lb 2083 lb Bearing Length 1.32 in 1.32 in BEAM DATA Center Span Length 4 ft Unbraced Length-Top 0 ft A art B Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING 1.55E Timberstrand LSL-iLevel Trus Joist ,Sidi Side 2 Base Values Adousted Floor Live Load FLL= 100 psf 0 psf Bending Stress: Fb= 2325 psi Fb'= 2327 psi Floor Dead Load FDL= 15 psf 0 psf Cd=1.00 CF=1.00 Floor Tributary Width FTW= 9 it 0 ft Shear Stress: Fv= 310 psi Fv'= 310 psi Cd=1.00 Wall Load WALL= 0 pif Modulus of Elasticity: E= 1550 ksi E'= 1550 ksi BEAM LOADING Comp.-L to Grain: Fc--L= 900 psi Fc--L = 900 psi Beam Total Live Load: wL= 900 plf Beam Total Dead Load: wD= 135 pif Controlling Moment: 2083 ft-lb Beam Self Weight: BSW= 6 plf 2.0 ft from left support Total Maximum Load: wT= 1041 pIf Created by combining all dead and live loads. Controlling Shear: -2083 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 10.74 in3 41.13 in3 Area(Shear): 10.08 in2 20.78 in2 Moment of Inertia(deflection): 25.08 in4 244.21 in4 Moment: 2083 ft-lb 7977 ft-lb Shear: -2083 lb 42951b NOTES DCG GD-63 DCG GD-63 tqj —--------- FT-G2-,. F� LFT65 IFTII�M jW L---------- A D.C.SL48-ON-GRADE W1 14 AT 18-O m I MfL /5 MR VAPOR IAMO 15 NIC REPORT � RY BREAK OV.EIT 127TESCTHRNUICCATLURRAELPFLL DIER nRM NAME SUMADE Smokey Point Fire Station Foundation Gravity Key Plan Scale: 1/16"= 1'-0" (D (D 0 DCG GD-64 DCG GD-64 File.CMU Column esgn. General Footing Software oopynghtENERCALC,INC.1983-2o20,Build:12.20.3.2! DESCRIPTION: T SQ Code References Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 2.0 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus - 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 (p Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 18.0 It Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure No Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max.length or width is greater than - ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 3 ft Length parallel to Z-Z Axis = 3.0 ft Footing Thickness - 12.0 in Pedestal dimensions... px:parallel to X-X Axis = in pz:parallel to Z-Z Axis = in Height in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X-X Axis Number of Bars = 3 Reinforcing Bar Size = # 5 Bars parallel to Z-Z Axis Number of Bars = 3.0 Reinforcing Bar Size = # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a #Bars required within zone n/a - #Bars required on each side of zone n/a Applied Loads D Lr L S W E H _ P:Column Load = 8.0 10.0 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k DCG GD-65 DCG GD-65 ile: oumn esignn..ec General Footing Software copyright ENERCALC,INC.1983-2020,Build:12.20.3.2.' D_ UMUP 1.1 DESCRIPTION: 3'SQ DESIGN SUMMARY Design O Min.Ratio Item Applied Capacity Governing Load Combination PASS 1.0 Soil Bearing 2.0 ksf 2.0 ksf +D+S+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overtuming PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2638 Z Flexure(+X) 3.20 k-ft/ft 12.131 k-ft/ft +1.20D+L+1.60S+1.60H PASS 0.2638 Z Flexure(-X) 3.20 k-ft/ft 12.131 k-ftlft +1.20D+L+1.60S+1.60H PASS 0.2638 X Flexure(+Z) 3.20 k-ft/ft 12.131 k-ft/ft +1.20D+L+1.60S+1.60H PASS 0.2638 X Flexure(-Z) 3.20 k-ft/ft 12.131 k-ft/ft +1.20D+L+1.60S+1.60H PASS 0.2404 1-way Shear(+X) 19.753 psi 82.158 psi +1.20D+L+1.60S+1.60H PASS 0.2404 1-way Shear(-X) 19.753 psi 82.158 psi +1.20D+L+1.60S+1.60H PASS 0.2404 1-way Shear(+Z) 19.753 psi 82.158 psi +1.20D+L+1.60S+1.60H PASS 0.2404 1-way Shear(-Z) 19.753 psi 82.158 psi +1.20D+L+1.60S+1.60H PASS 0.4508 2-way Punching 74.074 psi 164.317 psi +1.20D+L+1.60S+1.60H Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual I Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,+D+H 2.0 n/a 0.0 0.8889 0.8889 n/a n/a 0.445 X-X,+D+L+H 2.0 n/a 0.0 0.8889 0.8889 n/a n/a 0.445 X-X,+D+Lr+H 2.0 n/a 0.0 0.8889 0.8889 n/a n/a 0.445 X-X,+D+S+H 2.0 n/a 0.0 2.0 2.0 n/a n/a 1.000 X-X,+D+0.750Lr+0.750L+H 2.0 n/a 0.0 0.8889 0.8889 n/a n/a 0.445 X-X,+D+0.750L+0.750S+H 2.0 n/a 0.0 1.722 1.722 n/a n/a 0.861 X-X,+D+0.60W+H 2.0 n/a 0.0 0.8889 0.8889 n/a n/a 0.445 X-X,+D+0.750Lr+0.750L+0.450W+H 2.0 n/a 0.0 0.8889 0.8889 n/a n/a 0.445 X-X,+D+0.750L+0.750S+0.450W+H 2.0 n/a 0.0 1.722 1.722 n/a n/a 0,861 X-X,+0.60D+0.60W+0.60H 2.0 n/a 0.0 0,5333 0.5333 n/a n/a 0.267 X-X,+D+0.70E+0.60H 2.0 n/a 0.0 0.8889 0.8889 n/a n/a 0.445 X-X,+D+0.750L+0.750S+0.5250E+H 2.0 n/a 0.0 1.722 1.722 n/a n/a 0.861 X-X,+0.60D+0.70E+H 2.0 n/a 0.0 0.5333 0.5333 n/a n/a 0.267 Z-Z,+D+H 2.0 0.0 n/a n/a n/a 0.8889 0.8889 0.445 Z-Z,+D+L+H 2.0 0.0 n/a n/a n/a 0.8889 0.8889 0.445 Z-Z,+D+Lr+H 2.0 0.0 n/a n/a n/a 0,8889 0.8889 0.445 Z-Z,+D+S+H 2.0 0.0 n/a n/a n/a 2.0 2.0 1.000 Z-Z,+D+0.750Lr+0.750L+H 2.0 0.0 n/a n/a n/a 0,8889 0.8889 0.445 Z-Z,+D+0.750L+0.750S+H 2.0 0.0 n/a n/a n/a 1.722 1.722 0.861 Z-Z,+D+0.60W+H 2.0 0.0 n/a n/a n/a 0.8889 0.8889 0.445 Z-Z,+D+0.750Lr+0.750L+0.450W+H 2.0 0.0 n/a n/a n/a 0.8889 0.8889 0.445 Z-Z,+D+0.750L+0.750S+0.450W+H 2.0 0.0 n/a n/a n/a 1.722 1.722 0.861 Z-Z,+0.60D+0.60W+0.60H 2.0 0.0 n/a n/a n/a 0.5333 0.5333 0.267 Z-Z,+D+0.70E4601-1 2.0 0.0 n/a n/a n/a 0.8889 0.8889 0.445 Z-Z,+D+0.750L+0.750S+0.5250E+H 2.0 0.0 n/a n/a n/a 1.722 1.722 0.861 Z-Z,+0.60D+0.70E+H 2.0 0.0 n/a n/a n/a 0.5333 0.5333 0.267 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning All units k Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding DCG G D-66 DCG G D-66 t e CMU Column Design General Footing Softwarecopytight ENERCALC,INC.1983-2020,Build:12.20.3.2! KW-06012482 Group DESCRIPTION: 3'SQ Footing Flexure Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status Flexure Axis&Load Combination k-ft Surface in'12 in12 in12 k-ft X-X,+1.40D+1.60H 1.40 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.40D+1.60H 1.40 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+0.50Lr+1.60L+1.60H 1.20 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+0.50Lr+1.60L+1.60H 1.20 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+1.60L+0.50S+1.60H 1.825 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+1.60L+0.50S+1.60H 1.825 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+1.60Lr+L+1.60H 1.20 +Z Bottom 0.2592 Min Temp% 0,310 12.131 OK X-X,+1.20D+1.60Lr+L+1.60H 1.20 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 1.20 +Z Bottom 0.2592 Min Temp% 0.310 12,131 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 1.20 -Z Bottom 0.2592 Min Temp% 0.310 12,131 OK X-X,+1.20D+L+1.60S+1.60H 3.20 +Z Bottom 0.2592 Min Temp% 0.310 12,131 OK X-X,+1.20D+L+1.60S+1.60H 3.20 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+1.60S+0.50W+1.60H 3.20 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+1.60S+0.50W+1.60H 3.20 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+0.50Lr+L+W+1.60H 1.20 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+0.50Lr+L+W+1.60H 1.20 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+L+0.50S+W+1.60H 1.825 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+L+0.50S+W+1.60H 1.825 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+0.90D+W+1.60H 0.90 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+0.90D+W+1.60H 0.90 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+1.20D+L+0.20S+E+1.60H 1.450 +Z Bottom 0.2592 Min Temp% 0,310 12,131 OK X-X,+1.20D+L+0.20S+E+1.60H 1.450 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+0.90D+E+0.90H 0.90 +Z Bottom 0.2592 Min Temp% 0.310 12.131 OK X-X,+0.90D+E+0.90H 0.90 -Z Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.40D+1.60H 1.40 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.40D+1.60H 1.40 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 1.20 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 1.20 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60L+0.50S+1.60H 1.825 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60L+0.50S+1.60H 1.825 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60Lr+L+1.60H 1.20 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60Lr+L+1.60H 1.20 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60Lr+0.50W+1.60H 1.20 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60Lr+0.50W+1.60H 1.20 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+L+1.60S+1.60H 3.20 -X Bottom 0,2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+L+1.60S+1.60H 3.20 +X Bottom 0,2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60S+0.50W+1.60H 3.20 -X Bottom 0,2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+1.60S+0.50W+1.60H 3.20 +X Bottom 0,2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+0.50Lr+L+W+1.60H 1.20 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+0.50Lr+L+W+1.60H 1.20 +X Bottom 0.2592 Min Temp% 0,310 12.131 OK Z-Z,+1.20D+L+0.50S+W+1.60H 1.825 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+L+0.50S+W+1.60H 1.825 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+0.90D+W+1.60H 0.90 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+0.90D+W+1.60H 0.90 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+L+0.20S+E+1.60H 1.450 -X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+1.20D+L+0.20S+E+1.60H 1.450 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK Z-Z,+0.90D+E+0.90H 0.90 -X Bottom 0.2592 Min Temp% 0,310 12.131 OK Z-Z,+0.90D+E+0.90H 0.90 +X Bottom 0.2592 Min Temp% 0.310 12.131 OK One Way Shear Load Combination... Vu 9-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 8.64 psi 8.64 psi 8.64 psi 8.64 psi 8.64 psi 82.16 psi 0.11 OK +1.20D+0.50Lr+1.60L+1.60H 7.41 psi 7.41 psi 7.41 psi 7 41 psi 7.41 psi 82.16 psi 0.09 OK +1.20D+1.60L+0.50S+1.60H 11.27 psi 11.27 psi 11.27 psi 11.27 psi 11.27 psi 82.16 psi 0.14 OK +1.20D+1.60Lr+L+1.60H 7.41 psi 7.41 psi 7.41 psi 7 41 psi 7.41 psi 82.16 psi 0.09 OK +1.20D+1.60Lr+0.50W+1.60H 7.41 psi 7.41 psi 7.41 psi 7 41 psi 7.41 psi 82.16 psi 0.09 OK +1.20D+L+1.60S+1.60H 19.75 psi 19.75 psi 19.75 psi 19.75 psi 19.75 psi 82.16 psi 0.24 OK +1.20D+1.60S+0.50W+1.60H 19.75 psi 19.75 psi 19.75 psi 19.75 psi 19.75 psi 82.16 psi 0.24 OK +1.20D+0.50Lr+L+W+1.60H 7.41 psi 7.41 psi 7.41 psi 7 41 psi 7.41 psi 82.16 psi 0.09 OK +1.20D+L+0.50S+W+1.60H 11.27 psi 11.27 psi 11.27 psi 11.27 psi 11.27 psi 82.16 psi 0.14 OK +0.90D+W+1.60H 5.56 psi 5.56 psi 5.56 psi 5 56 psi 5.56 psi 82.16 psi 0.07 OK +1.20D+L+0.20S+E+1.60H 8.95 psi 8.95 psi 8.95 psi 8 95 psi 8.95 psi 82.16 psi 0.11 OK DCG GD-67 DCG GD-67 File- olumn esign General Footing Software copyright ENERCALC,INC.1983-2020,Build:12.20.3.2 DESCRIPTION: 3'SQ One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu P+Z Vu:Max Phi Vn Vu 1 Phi`Vn Status +0.90D+E+0.90H 5.56 psi 5.56 psi 5.56 psi 5.56 psi 5.56 psi 82.16 psi 0.07 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi'Vn Vu/Phi'Vn Status +1.40D+1.60H 32.41 psi 164.32psi 0.1972 OK +1.20D+0.50Lr+1.60L+1.60H 27.78 psi 164.32psi 0,1691 OK +1.20D+1.60L+0.50S+1.60H 42.25 psi 164.32psi 0.2571 OK +1.20D+1.60Lr+L+1.60H 27.78 psi 164.32psi 0.1691 OK +1.20D+1.60Lr+0.50W+1.60H 27.78 psi 164.32psi 0.1691 OK +1.20D+L+1.60S+1.60H 74.07 psi 164.32psi 0.4508 OK +1.20D+1.60S+0.50W+1.60H 74.07 psi 164.32psi 0.4508 OK +1.20D+0.50Lr+L+W+1.60H 27.78 psi 164.32psi 0.1691 OK +1.20D+L+0.50S+W+1.60H 42.25 psi 164.32psi 0.2571 OK +0.90D+W+1.60H 2O,83 psi 164.32psi 0.1268 OK +1.20D+L+0.20S+E+1.60H 33.57 psi 164.32psi 0.2043 OK +0.90D+E+0.90H 2O.83 psi 164.32psi 0.1268 OK DCG GD-68 DCG GD-68 ae: o urr� eslgn.ec Wall Footing $aflwewpyn¢itENERCALC,INC.1%3.2020,Build:12.20.3.25 DESCRIPTION: FTG1 Code References Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 2.5 ksi Allowable Soil Bearing = 2.0 ksf fy:Rebar Yield - 40.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 2,850.0 ksi Soil Passive Resistance(for Sliding) = 150.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.350 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settincl Reference Depth below Surface ft Min Steel% Bending Reinf. - Allow.Pressure Increase per foot of depth _ ksf Min Allow%Temp Reinf. = 0.0020 when base footing is below ft Min.Overturning Safety Factor = 1.0:1 Increases based on footing Width Min.Sliding Safety Factor = 1.0:1 Allow.Pressure Increase per foot of width - ksf AutoCalc Footing Weight as DL Yes when footing is wider than = ft Adjusted Allowable Bearing Pressure = 0.0 ksf Dimensions Reinforcing Footing Width = 1.50ft Footing Thickness = 10 in Bars along X-X Axis Wall Thickness = 6.0 in Rebar Centerline to Edge of Concrete... #of Bars in 12"Width = 3 Wall center offset at Bottom of footing = 3.0 in Reinforcing Bar Size = # 4 from center of footing = 0 in s m I - t Applied Loads W E H P:Column Load = 0.50 0.630 k OB:Overburden = ksf V-x = k M-zz = k-ft Vx applied = in above top of footing DCG GD-69 DCG GD-69 Fie: FdTCo-ummnn Oesgn.ec8— Wall Footing SoftwareoDWghtENERCALC.INC.1983-2020.Budd:12.20.3.25 DESCRIPTION: FTG1 DESIGN SUMMARY Design • Factor of Safety Item Applied Capacity Governing Load Combination PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.0 Soil Bearing 0.0 ksf 0.0 ksf 0.0 PASS 0.0 Z Flexure(+X) 0.0 k-ft 0.0 k-ft No Moment PASS 0.0 Z Flexure(-X) 0.0 k-ft 0.0 k-ft No Moment PASS n/a 1-way Shear(+X) 0.0 psi 0.0 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual lAltowable Load Combination... Gross Allowable Xecc -X +X Ratio Overturning Stability Units:k-ft Rotation Axis& Load Combination Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Mu Which Tension @ Bot. As Req'd Gvrn.As Actual As Phi'Mn Flexure Axis&Load Combination k-ft Side? or Top? in^2 in12 in12 k-ft Status One Way Shear Units:k Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi'Vn Status DCG GD-70 DC(9ject Name/Number: GD-70 Use menu item Settings>Printing&Title Block Title FTG 2 Page: 1 to set these five lines of information Dsgnr: Project Designer... Date: 15 MAY 2020 for your program. Description.... This Wall in File:p:\clients-structural\cadetti architects\smokey point fire station\design\cmu wa RetainPro(c)1987-2019, Build 11.19.07.17 License:KW-06056266 Restrained Retaining Wall Code: IBC 2018,AC1318-14,TMS 402-1E License To:DAVIDO CONSULTING GROUP _ Criteria Soil Data Retained Height = 0.00 ft Allow Soil Bearing = 2,000.0 psf Wall height above soil = 9.25ft Equivalent Fluid Pressure Method Total Wall Height = 9.25ft At-Rest Heel Pressure = 32.0 psf/ft Top Support Height = 9.25 ft Passive Pressure = 250.0 psf/ft Soil Density = 110.00 pcf Slope Behind Wall = 0.00 FootingjjSoil Friction = 0.400 Height of Soil over Toe = 0.00 in Soil height to ignore for passive pressure = 12.00 in Thumbnail Surcharge Loads �� Uniform Lateral Load Applied to Stem ` Adjacent Footing Load Surcharge Over Heel = 120.0 psf Lateral Load = 63.6#/ft Adjacent Footing Load = 0.0 Ibs >-Used To Resist Sliding&Overturning ...Height to Top = 9.25 ft Footing Width = 0.00 ft Surcharge Over Toe = 120.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem 11 Load Type = Seismic(E) Footing Type Line Load Fl (Service Level) Base Above/Below Soil Axial Dead Load = 400.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 1,000.0lbs Wind on Exposed Stem = 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Rate = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Design Summary Masonry Stem Construction Total Bearing Load = 2,582 Ibs Thickness = 8.00 in fm = 3,000 psi ...resultant ecc. = 1.06 in Wall Weight = 78.0 psf Fs = 20,000 psi Equiv.Solid Thick. = 7.600 in Soil Pressure @ Toe = 1,633 psf OK Stem is FREE to rotate at top of footing n Ratio (Es/Em) = 10.741 Soil Pressure @ Heel = 949 psf OK Block Type = Medium Weight Allowable = 2,000 psf Design Method= LRFD Mmax Between Soil Pressure Less Than Allowable Solid Grouted @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 1,327 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 771 psf Design Height Above Ftg = 9.25 ft 4.61 ft 0.00 ft Footing Shear @ Toe = 5.6 psi OK Rebar Size = # 5 # 5 # 5 Footing Shear @ Heel = 2.9 psi OK Rebar Spacing = 24.00 in 8.00 in 16.00 in Allowable = 82.2 psi Rebar Placed at = Edge Center Edge Reaction at Top = 204.8 Ibs Rebar Depth 'd' = 5.25 in 3.75 in 5.25 in Reaction at Bottom = 256.7 Ibs Design Data Sliding Stability Ratio = 5.66 OK fb/FB+fa/Fa = 0.000 0.100 0.000 Sliding Calcs Moment...Actual = 0.0 ft# 669.1 ft-# 0.0ft-# Lateral Sliding Force = 256.7 Ibs Moment.....Allowable - 3,536.7 ft# 6,720.7 ft-# 5,211.3ft-# less 100%Passive Force= - 421.5 Ibs less 100%Friction Force= - 1,032.6 Ibs Shear Force @ this height = 296.4 Ibs 294.0lbs Added Force Req'd = 0.0 Ibs OK Anet = 91.50 in2 91.50 in2 ....for 1.5 Stability = 0.0 Ibs OK Shear.....Actual = 3.24 psi 3.21 psi Shear.....Allowable = 98.59psi 98.59psi Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. Load Factors Building Code IBC 2018,ACI Dead Load 1.200 Live Load 0.200 Earth,H 1.600 Wind,W 1.000 Seismic,E 1.000 DCG GD-71 Delgect Name/Number: GD-71 Use menu item Settings>Printing&Title Block Title FTG 2 Page: 2 to set these five lines of information Dsgnr: Project Designer... Date: 15 MAY 2020 for your program. Description.... This Wall in File:p:\clients-structural\cadetti arch itects\smo key point fire station\design\cmu wa License: KW198T-2019, Buck!11.19.07.17 Restrained Retaining Wall Code: IBC 2018,AC1318-14,TMS 402-1E License:KVU-06056266 g License To:DAVIDO CONSULTING GROUP Footing Strengths&Dimensions I Footing Design Results Toe Width = 1.17 ft ToeI Heel Width = 1.83 Factored Pressure = 936 678 psf Total Footing Width = 3.00 Mu':Upward = 799 637 ft# Footing Thickness = 12.00 in Mu':Downward = 331 331 ft# Key Width = 12.00 in Mu: Design 468 -306 ft-# Key Depth = 0.00 in Actual 1-Way Shear = 5.88 3.65 psi Key Distance from Toe = 2.00 ft Allow 1-Way Shear = 82.16 82.16 psi fc = 3,000 psi Fy = 60,000 psi Other Acceptable Sizes&Spacings: Footing Concrete Density = 150.00 pcf Toe:#5 @ 18.00 in -or- Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm Min.As% = 0.0018 Heel:#5 @ 18.00 in -or- Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm Cover @ Top = 2.00 in @ Btm= 3.00 in Key: Not req'd:Mu<phi* -or- Not req'd:Mu<phi*5*lambda*sqrt(f Min footing T&S reinf Area 0.78 in2 Min footing T&S reinf Area per foot 0.26 in2 ift If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning,sliding,&soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Resisting Moments... Ibs Ibs ft ft-# Overturning Moments... Ibs ft ft# Stem Shear @ Top of Footing = -205.8 1.00 -205.8 Surcharge Over Heel = 140.1 2.42 338.5 Heel Active Pressure = -50.9 0.45 -22.8 Adjacent Footing Load = Sliding Force = 256.7 Axial Dead Load on Stem = 1,400.0 1.50 2,100.6 Overturning Moment = -228.6 Soil Over Toe = Stem Weight = 721.5 0.58 81.7 Footing Overturning Stability Ratio 18.72 Surcharge Over Toe = 140.1 1.50 1,082.6 Net Moment Used For Soil Pressure Calculations 228.1 ft-# Soil Over Heel = 0.0 2.42 0.0 Footing Weight = 450.1 1.50 675.9 Net Mom.at StemlFtg Interface= 228.1 ft-# Total Vertical Force - 2,851.71bs Allow.Mom.@ Stem/Ftg Interface= 5,211.3 ft-# Resisting Moment = 4,279.3 Allow.Mom.Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 950.3 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. DCG GD-72 Dcoect Name/Number: GD-72 Use menu item Settings>Printing&Title Block Title FTG 4 Page: 1 to set these five lines of information Dsgnr: SGT Date: 15 MAY 2020 for your program. Description.... 9'4"cantilevered CMU wall This Wall in File:p:\clients-structural\cadetti arch itects\smo key point fire station\design\cmu wa RetainPro(c)1987-2019, Build 11.19.07.17 License:KW-06056266 Cantilevered Retaining Wall Code: IBC 2015,AC1318-14,AC1530-12 License To:DAVIDO CONSULTING GROUP Criteria Soil Data _ Retained Height = 0.00 ft Allow Soil Bearing = 2,000.0 psf Wall height above soil = 9.25 ft Equivalent Fluid Pressure Method Active Heel Pressure - 32.0 psf/ft Slope Behind Wall = 0.00 Height of Soil over Toe = 0.00 in = Water height over heel = 0.0 ft Passive Pressure 250.0 psf/ft Soil Density,Heel - 110.00 pcf ; Soil Density,Toe = 0.00 pcf c FootingllSoil Friction = 0.350 Soil height to ignore for passive pressure = 12.00 in L Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 120.0 psf Lateral Load = 79.8#/ft Adjacent Footing Load = 0.0 Ibs Used To Resist Sliding&Overturning .,.Height to Top = 9.25 ft Footing Width = 0.00 ft Surcharge Over Toe = 120.0 ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Load Type = Seismic(E) Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem li' (Strength Level) Footing Type Line Load Base Above/Below Soil = 0.0 ft Axial Dead Load = 168.0 Ibs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Live Load = 120.0 Ibs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 1.0 in F-mary A FStem Construction J Bottom Stem OK Design Height Above Ftg ft= 0.00 Wall Stability Ratios Wall Material Above"Hf' = Masonry Overturning = 1.79 OK Design Method = LRFD Sliding = 2.15 OK Thickness = 8.00 Rebar S¢e = # 5 Total Bearing Load = 2,280 Ibs Rebar Spacing = 8.00 ...resultant ecc. = 0.00 in Rebar Placed at = Edge Design Data Soil Pressure @ Toe = 456 psf OK fb/FB+fa/Fa = 0.391 Soil Pressure @ Heel = 456 psf OK Total Force @ Section Allowable = 2,000 psf Soil Pressure Less Than Allowable Service Level Ibs= ACI Factored @ Toe = 638 psf Strength Level Ibs= 738.2 ACI Factored @ Heel = 638 psf Moment....Actual Footing Shear @ Toe = 4.4 psi OK Service Level ft-#= Footing Shear @ Heel = 5.2 psi OK Strength Level ft-#= 3,446.7 Allowable = 82.2 psi Moment.....Allowable = 9,296.4 Sliding Calcs Shear.....Actual Lateral Sliding Force = 567.6 Ibs Service Level psi= less 100%Passive Force = - 421.5 Ibs Strength Level psi= 8.1 less 100%Friction Force = - 797.8 ibs Shear.....Allowable psi= 80.5 Added Force Req'd = 0.0 Ibs OK Anet(Masonry) in2= 91.50 ....for 1.5 Stability = 0.0 Ibs OK Rebar Depth 'd' in= 5.25 Masonry Data fm psi= 2,000 Fy psi= 60,000 Vertical component of active lateral soil pressure IS NOT Solid Grouting = Yes considered in the calculation of soil bearing pressures. Modular Ratio'n' - 16.11 Wall Weight psf= 78.0 Load Factors- Building Code IBC 2015,ACI Equiv.Solid Thick. in= 7.60 Dead Load 1.200 Masonry Block Type = Medium Weight Live Load 1.600 Masonry Design Method = LRFD Earth,H 1.600 Concrete Data Wind,W 1.000 fc psi= Seismic,E 1.000 Fy psi= DCG GD-73 Deeliect Name/Number: GD-73 Use menu item Settings>Printing&Title Block Title FTG 4 Page: 2 to set these five lines of information Dsgnr: SGT Date: 15 MAY 2020 for your program. Description.... 9'4"cantilevered CMU wall This Wall in File:p:\clients-structurallicariettJ arch itects\smo key point fire station\design\cmu wa RetainPro(c)1987-2019, Built 11.19.07.17 License:KW-06056266 Cantilevered Retaining Wall Code: IBC 2015,AC1318-14,AC1530-12 License To:DAVIDO CONSULTING GROUP Footing Data Footing Design Results Toe Width = 2.00 ft lu H€111 Heel Width = 3.00 Factored Pressure = 638 638 psf Total Footing Width = 5.00 Mu':Upward = 1,277 1,737 ft# Footing Thickness = 12.00 in Mu':Downward = 868 1,157 ft# Mu: Design = 409 -580 ft# Key Width = 12.00 in Actual 1-Way Shear = 4.44 5.18 psi Key Depth = 0.00 in Allow 1-Way Shear = 43.82 43.82 psi Key Distance from Toe = 2.00 ft Toe Reinforcing = #5 @ 13.58 in fc = 3,000 psi Fy = 60,000 psi Heel Reinforcing = #5 @ 18.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min.As% = 0.0018 Footing Torsion,Tu = 0.00 ft-Ibs Cover @ Top 2.00 @ Btm= 3.00 in Footing Allow.Torsion,phi Tu = 0.00 ft-Ibs If torsion exceeds allowable,provide supplemental design for footing torsion. Other Acceptable Sizes&Spacings Toe: #4@ 9.25 in,#5@ 14.34 in,#6@ 20.36 in,#7@ 27.77 in,#8@ 36.56 in,#9@ 46 Heel:Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm Key: Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm Min footing T&S reinf Area 1.30 in2 Min footing T&S reinf Area per foot 0.26 in2 A If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in Summary of Overturning &Resisting Forces &Moments OVERTURNING.... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft# Ibs ft ft-# HL Act Pres(ab water tbl) 16.0 0.33 5.3 Soil Over HL (ab.water tbl) 0.0 3.83 0.0 HL Act Pres(be water tbl) Soil Over HL (bel.water tbl) 3.83 0.0 Hydrostatic Force Watre Table Buoyant Force = Sloped Soil Over Heel = Surcharge over Heel = 34.9 0.50 17.5 Surcharge Over Heel = 280.0 3.83 1,073.3 Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = 288.0 2.25 378.0 Added Lateral Load = 516.7 5.63 2,906.5 *Axial Live Load on Stem = 120.0 2.25 270.0 Load @ Stem Above Soil = Soil Over Toe _ Surcharge Over Toe = 240.0 1.00 240.0 Stem Weight(s) = 721.5 2.33 1,683.5 Earth @ Stem Transitions = Total = 567.6 O.T.M. = 2,929.3 Footing Weight = 750.0 2.50 1,875.0 Key Weight = 2.50 Resisting/Overturning Ratio = 1.79 Vert.Component = Vertical Loads used for Soil Pressure= 2,279.5 Ibs Total= 2,279.5 Ibs R.M.= 5,249.8 *Axial live load NOT included in total displayed,or used for overturning resistance,but is included for soil pressure calculation Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. DCG GD-74 Deellect Name/Number: GD-74 Use menu item Settings>Printing&Title Block Title FTG 4 Page: 3 to set these five lines of information Dsgnr: SGT Date: 15 MAY 2020 for your program. Description.... 9'4"cantilevered CMU wall This Wall in File:p:\clients-structurahcarletti architects\smokey point fire station\design\cmu wa RetaiLacer P KW-0 87-2019, Build 11.19.07.17 Cantilevered Retaining Wall Code: IBC 2015,AC1318-14,AC1530-12 License:KW-06056266 g License To:DAVIDO CONSULTING GROUP Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 125.0 pci Horizontal Defl @ Top of Wall(approximate only) 0.000 in The above calcUlatton is not valid if the heel soil bearing pressure exceeds that of the lce because the wall would then tend to rotate into the retained soil DCG GD-75 DCG GD-75 e: U o�Design.ec Wall Footing Softmrecopynght ENERCALC,INC.1983-2020,Build:12.20.3.25 DESCRIPTION: FTG 5 Code References Calculations per ACI 318-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 2.0 ksf fy:2ebar Yield = 40.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 2,850.0 ksi Soil Passive Resistance(for Sliding) = 150.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Fraction Coeff. = 0.350 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settincl; Reference Depth below Surface ft Min Steel% Bending Reinf. = Allow.Pressure Increase per foot of depth _ ksf Min Allow%Temp Reinf. = 0.0020 when base footing is below ft Min.Overturning Safety Factor = 1.0:1 Increases based on footing Width Min.Sliding Safety Factor = 1.0:1 Allow.Pressure Increase per foot of width - ksf AutoCalc Footing Weight as DL Yes when footing is wider than = ft Adjusted Allowable Bearing Pressure = 2.0 ksf Dimensions Reinforcing Footing Width = 1.50ft Footing Thickness = 10.0 in Bars along X-X Axis Wall Thickness = 6.0 in Rebar Centerline to Edge of Concrete... #of Bars in 12"Width = 3 Wall center offset at Bottom of footing = 3.0 in Reinforcing Bar Size = # 4 from center of footing = 0 in i i E ]--48- - - Applied Loads D Lr L S W E H P:Column Load = 0.640 .75 0.870 k OB:Overburden = ksf V-x = k M-zz = k-ft Vx applied = in above top of footing DCG GD-76 DCG GD-76 e:GMU Column Design.ec6 Wall Footing SottwaewpyrlghtENERCALC.INC,1983.2020.BuIId:12.20.3.25 DESCRIPTION: FTG 5 DESIGN SUMMARY Design Factor of Safety Item Applied Capacity Governing Load Combination PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.6788 Soil Bearing 1.358 ksf 2.0 ksf +D+0.750L+0.750S PASS 0.02191 Z Flexure(+X) 0.2606 k-ft 11.894 k-ft +1.20D+L+1.60S PASS 0.004294 Z Flexure(-X) 0.05107 k-ft 11.894 k-ft +0.7462D PASS n/a 1-way Shear(+X) 0.0 psi 82.158 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual/Allowable Load Combination... Gross Allowable Xecc -X +X Ratio D Only 2.0 ksf 0.0 in 0.5475 ksi 0.5475 ksi 0.274 +D+L 2.0 ksf 0.0 in 1.048 ksf 1.048 ksf 0.524 +D+S 2 0 ksf 0.0 in 1.128 ksf 1.128 ksf 0.564 +D+0.750L 2.0 ksf 0.0 in 0.9225 ksi 0.9225 ksf 0.461 +D+0.750L+0.750S 2 0 ksf 0.0 in 1.358 ksf 1.358 ksf 0.679 +0.60D 2.0 ksf 0.0 in 0.3285 ksf 0.3285 ksi 0.164 Overturning Stability Units:k-ft Rotation Axis& Load Combination., Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination Sliding Force Resisting Force Sliding Safety Ratio Status Footing Has NO Sliding Footing Flexure Mu Which Tension @ Bot. As Req'd Gvrn.As Actual As Phi'Mn Flexure Axis&Load Combination k-ft Side? or To ? inA2 inA2 in"2 k-ft Status +1.40D 0.09581 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.40D 0.09581 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+1.60L 0.1821 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+1.60L 0.1821 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+1.60L+0.50S 0.2184 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+1.60L+0.50S 0.2184 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+L 0.1446 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+L 0.1446 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D 0.08213 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1,20D 0.08213 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+L+1.60S 0.2606 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+L+1.60S 0.2606 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+1.60S 0.1981 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+1.60S 0.1981 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+L+0.50S 0.1809 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.20D+L+0.50S 0.1809 +X Bottom 0.24 Min Temp% 0.6 11,894 OK +0.90D 0.06159 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +0.90D 0.06159 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.354D+L+0.20S 0.1697 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +1.354D+L+0.20S 0.1697 +X Bottom 0.24 Min Temp% 0.6 11.894 OK +0.7462D 0.05107 -X Bottom 0.24 Min Temp% 0.6 11.894 OK +0.7462D 0.05107 +X Bottom 0.24 Min Temp% 0.6 11.894 OK One Way Shear Units:k Load Combination... Vu @ Vu:Max Vu/Phi'Vn Status DCG GD-77 DCG GD-77 Company DCG May 14,2020 Designer KJM Job Number : Smokey Point Fire Station SWA OuR-of-plane Checked By: Sketch x .042 ft A► B 44 N 119 in 01 i 44 � � N D C z . D C 10 ft Details A X B � #5@10 in #4@7 i CH W Footing Elevation z � #5@12 in p � � C 10 ft x Dir. Steel: 3.68 in (12#5) z Dir. Steel: 1.53 in (5#5) Bottom Rebar Plan q 119 in Ln Pedestal Rebar Plan Geometry. Materials and Criteria Length 10 ft eX :0 in Gross Allow. Bearing :2666 psf(gross) Steel fy 60 ksi Width 4.5 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel .002 Thickness :12 in pX :7.625 in Concrete fc :3 ksi Maximum Steel :.0075 Height :.01 in pZ :119 in Design Code :ACI 318-11 Footing Top Bar Cover :3 in Overturning/Sliding SF :VARIES Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.525 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :0 k Phi for Bearing :0.65 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.1 Out-of-Plane.rft] Page 1 DCG GD-78 DCG GD-78 Company DCG May 14,2020 Designer KJM Job Number : Smokey Point Fire Station SWA Out-of-plane Checked By: Loads P k Vx k Vz k Mx(k-ft) Mz(k-ft) Overburden(nisi) DL 9.843 1 100 EL 2.974 20.031 W L 3.795 26.044 S L .833 +P +Vx +Vz r„+Mx ,C)+Mz i1+Over rl 1 A D D C D C A D Soil Bearing Description Categories and Factors Gross Allow.(psf) Max Bearing sf Max/Allowable Ratio ASCE 2.4.1-1 1DL 2666 449.748 A .169 ASCE 2.4.1-2 1DL+ILL 2666 449.748 A .169 ASCE 2.4.1-3a IDL+IRLL+ISL 2666 468.265 A .1.76 ASCE 2.4.1-4 1DL+.75LL+.75SL 2666 463.636 A .174 ASCE 2.4.1-5a 1DL+.6WL 3545.78 988.245 A .279 ASCE 2.4.1-5b 1DL+.7EL+.108DL 3545.78 950.578 A .268 ASCE 2.4.1-6a 1DL+.45WL+.75LL+.75S.. 3545.78 861.531 A .243 ASCE 2.4.1-6b 1DL+.525EL+.75LL+.08.. 3545.78 839.247 A .237 ASCE 2.4.1-7 .6DL+.6WL 3545.78 1043.92 A .294 ASCE 2.4.1-8 .6DL+.7EL-.1076DL 3545.78 927,157 B .261 A B A B A B A B A B D C D C D C D C D C 1DL 1DL+1LL 1DL+1RLL+1SL IDL+.75LL+.75SL 1DL+.6WL QA: 449.748 psf QA: 449.748 psf QA: 468.265 psf QA: 463.636 psf QA: 988.245 psf QB: 449.748 psf QB: 449.748 psf QB: 468.265 psf QB: 463.636 psf QB: 988.245 psf QC: 449.748 psf QC: 449.748 psf QC: 468.265 psf QC: 463.636 psf QC: 0 psf QD: 449.748 psf QD: 449.748 psf QD: 468.265 psf QD: 463.636 psf QD: 0 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAXA in NAX:49.15 in A B A B A B A B A B D C D C D C D _ C D C 1DL+.7EL+.108DL 1DL+.45WL+.75LL+.753LDL+.525EL+.75LL+.08..6DL+.6WL .6DL+.7EL-.1076DL QA: 950.578 psf QA: 861.531 psf QA: 839.247 psf QA: 1043.92 psf QA: 927.157 psf QB: 950.578 psf QB: 861.531 psf QB: 839.247 psf QB: 1043.92 psf QB: 927.157 psf QC: 0 psf QC: 65.74 psf QC: 123.459 psf QC: 0 psf QC: 0 psf QD: 0 psf QD: 65.74 psf QD: 123.459 psf QD: 0 psf QD: 0 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX:53.782 in NAX:58.461 in NAX:63.314 in NAX:27.917 in NAX:28.692 in RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.1 Out-of-Plane.rft] Page 2 DCG GD-79 DCG GD-79 Company DCG May 14,2020 Designer KJM Job Number : Smokey Point Fire Station SWA Out-of-plane Checked By: Footing Flexure Design (Bottom Bars) As-min x-dir(Top Flexure) : 3.35 inA2 As-min x-dir(T&S) : 2.592 inA2 As-min z-dir(Top Flexure) : 1.507 inA2 As-min z-dir(T&S) : 1.166 inA2 As-min x dir(Bot Flexure) : 3.35 inA2 As-min z-dir(Bot Flexure) : 1.507 inA2 z-Dir As z-Dir As x-Dir As x-Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Categories and Factors UC Max k-ft) in"2 (in A2 LIC Max (k-ft) (in A2) (in,•2 AC1-2005 9-1 II ADL .00002 0 0 1.534 .04031 5.35 T .142 3.682 ACI-2008 9-2 1.2DL+1.6LL+.5SL .00002 0 0 1.534 .03585 4.76 .126 3.682 ACI-20089-3a 1.2DL+1LL+1.6SL .00002 0 0 1.534 .03871 5.14 .137 3.682 ACI-2008 9-3b 1.2DL+1WL+1.6SL .00002 0 0 1.534 .13618 18.08 .482 3.682 ACI-2008 9-4 1.2DL+1WL+1LL+.5.. .00002 0 0 1.534 .13511 17.94 .479 3.682 ACI-2008 9-5 1.2DL+1EL+1 LL+.1..1 .00002 0 0 1.534 .10903 14.48 .386 3.682 ACI-2008 9-6 .9DL+1WL 1 .00001 0 0 1.534 1 .15018 19.94 .532 3.682 ACI-2008 9-7 .9DL+1 EL-.154DL 1 .00001 0 0 1 1.534 1 .10429 13.85 .369 3.682 Footing Flexure Design (Top Bars) Description Categories and Factors Mu-xx(k-ft) z Dir As in2 Mu-zz k-ft x Dir As(in2) _SW+OB I 1SW+IOB-(ASCE 2 41-..,ACI-200819-..) 0 0 1 4.574 0 Moment Capacity of Plain Concrete Section Along xx and zz= 11.297k-ft,25.104k-ft Per Chapter 22 of ACI 318. Footing Shear Check Two Way(Punching)Vc: NA One Way(x Dir. Cut)Vc 49.542 k One Way(z Dir.Cut)Vc: 110.092 k Punching x Dir. Cut z Dir. Cut Description Categories and Factors Vu(k) Vu/ c Vu(k) Vu/,(/,Vc Vu(k) Vu/>zVc ACI-2005 9-1 II ADL NA NA .006 0 3.538 .043 ACI-2008 9-2 1.2DL+1.6LL+.5SL NA NA .006 0 3.147 .038 ACI-2008 9-3a 1.2DL+ILL+1.6SL NA NA .006 0 3.399 .041 ACI-2008 9-3b 1.2DL+IWL+1.6SL NA NA .006 0 12.116 .147 ACI-2008 9-4 1.2DL+1WL+1LL+.5SL NA NA .006 0 12.029 .146 ACI-20089-5 1.2DL+1EL+1LL+.1538DL+.. NA NA .006 0 9.674 .117 ACI-2008 9-6 .9DL+1WL NA NA .004 0 13.542 .164 ACI-20089-7 .9DL+1EL-.154DL NA I NA 1 .003 0 9.317 .113 Concrete Bearing Check(Vertical Loads Only) Bearing Bc: 2471.18 k Description Categories and Factors Bearing Bu k) Beading Bu/fisBc ACI-2005 9-1 1.4DL 13.781 .009 ACI-2008 9-2 1.2DL+1.6LL+.5SL 12.229 .008 ACI-2008 9-3a 1.2DL+1LL+1.6SL 13.146 .008 ACI-2008 9-3b 1.2DL+1WL+1.6SL 13.146 .008 ACI-2008 9-4 1.2DL+1WL+1LL+.5SL 12.229 .008 ACI-2008 9-5 1.2DL+I EL+1 LL+.1538DL+.. 1 13.493 .008 ACI-2008 9-6 .9DL+1WL 8.859 .006 ACI-2008 9-7 .9DL+1EL-.154DL 7.344 .005 RISAFoot Version 4.00 [P:\...\...\...1...\...\SW.1 Out-of-Plane.rft] Page 3 DCG GD-80 DCG GD-80 Company DCG May 14,2020 Designer KJM Job Number : Smokey Point Fire Station SWA Out-of-plane Checked By: Overturning Check(Service) Description Categories and Factors Mo-xoc k-ft Ms-xoc k-ft Mo-zz k-ft Ms-zz k-ft OSF-roc OSF-zz ASCE 2.4.1-1 1DL 3.147 104.34 1.416 46.953 33.157 33.157 ASCE 2.4.1-2 1 DL+1 LL 3.147 104.34 1.416 46.953 33.157 33.157 ASCE 2.4.1-3a 1DL+IRLL+1SL 3.147 108.506 1.416 48.828 34.482 34.482 ASCE 2.4.1-4 1DL+.75LL+.75SL 3.147 107.465 1.416 48.359 34.151 34.151 ASCE 2.4.1-5a 1DL+.6WL 3.147 104.34 19.321 46.953 33.157 2.43 ASCE 2.4.1-5b 1DL+.7EL+.108DL 3.147 109.655 17.521 49.345 34.847 2.816 ASCE 2.4.1-6a 1DL+.45WL+.75LL.. 3.147 107.465 14.845 48.359 34.151 3.258 ASCE 2.4.1-6b 1 DL+.525EL+.75L.. 3.147 111.451 13.495 50.153 35.417 3.716 ASCE 2.4.1-7 .6DL+.6WL 1.888 62.604 18.755 28.172 33.157 1.502 ASCE 2.4.1-8 .6DL+.7EL-.107.. 7.184 62.604 19.338 28.172 8.715 1.457 Mo-roc: Governing Overturning Moment about AD or BC Ms-roc: Governing Stablizing Moment about AD or BC OSF-roc: Ratio of Ms-rocto Mo-roc Sliding Check(Service) Description Categories and Factors Va-roc(k) Vr-rock Va-zz k Vr-zz k SR-roc SR-zz ASCE 2.4.1-1 1 DL 0 10.625 0 10.625 NA NA ASCE 2.4.1-2 1 DL+1 LL 0 10.625 0 10.625 NA NA ASCE 2.4.1-3a 1DL+1RLL+ISL 0 11.063 0 11.063 NA NA ASCE 2.4.1-4 1DL+.75LL+.75SL 0 10.953 0 10.953 NA NA ASCE 2.4.1-5a 1DL+.6WL 2.277 10.625 0 10.625 4.666 NA ASCE 2.4.1-5b 1DL+.7EL+.108DL 2.082 11.183 0 11.183 5.372 NA ASCE 2.4.1-6a 1DL+.45WL+.75LL.. 1.708 10.953 0 10.953 6.414 NA ASCE 2.4.1-6b I 1DL+.525EL+.75L.. 1.561 11.372 0 11.372 7.283 NA ASCE 2.4.1-7 .6DL+.6WL 2.277 6.375 0 6.375 2.8 NA ASCE 2.4.1-8 .6DL+.7EL-.107.. 2.082 5.819 0 1 5.819 12.795 1 NA Va-roc:Applied Lateral Force to Cause Sliding Along roc A)as Vr-roc: Resisting Lateral Force Against Sliding Along roc A)as SR-roc: Ratio of Vr-roc to Va-roc RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.1 Out-of-Plane.rft] Page 4 DCG GD-81 DCG GD-81 Company DCG May 14, 2020 Designer SGT Job Number : SPFS SW 2.1 Checked By: Sketch x 4.75 ft „A B W o 100 in a < d' CLO-4 w - -- — — — ao Z D CH 17.833 ft Details A X B - #6@9 in ,�� • • • i �n D Footing Elevation C 4J 1 I I z Ill I II I ' � #6@11 in D iC 17.833 ft Bottom Rebar Plan q 100 in .,� Ln N -12#6 �o Pedestal Rebar Plan Geometry Materials and Criteria Length :17.833 ft eX :0 in Gross Allow. Bearing :2667 psf(gross) Steel fy 60 ksi Width :9 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.002 Thickness :18 in pX :11.625 in Concrete fc :3 ksi Maximum Steel :.0075 Height :12 in pZ :100 in Design Code :ACI 318-11 Footing Top Bar Cover :2 in Overturning/Sliding SF :VARIES Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.35 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :.5 k Phi for Bearing :0.65 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.2.1_SGT.rft] Page 1 DCG G D-82 DCG G D-82 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW 2.1 Checked By: Loads P k Vx k Vz k Mx k-ft) Mz(k-ft) Overburden(usi) DL 24.97 100 EL 17.99 -461.88 SL .537 +p �,+Vx f..�+ z �x '�`1+Mz + Over A D D C D C A D Soil Bearing Description Categories and Factors Gross Allow. Max Bearing(psf) Max/Allowable Ratio ASCE 2.4.1-1 IDL 2667 475.34 A .178 ASCE 2.4.1-2 1DL+1LL+.75LLS 2667 475.34 A .178 ASCE 2.4.1-3a 1DL+IRLL+1SL+1SLN+1RL 2667 478.686 A .179 ASCE 2.4.1-4 1DL+.75LL+.75LLS+.75.. 2667 477.849 A .179 ASCE 2.4.1-5a 1DL+1WL 3547.11 475.34 UA .134 ASCE 2.4.1-5b 1DL+.7EL 3547.11 1324.68 1 .373 ASCE 2.4.1-6a 1DL+.75WL+.75LL+.75L.. 3547.11 477.849 A .135 ASCE 2.4.1-6b 1DL+.525EL+.75LL+.75.. 3547.11 1042.96 A .294 ASCE 2.4.1-7 .6DL+1WL 3547.11 285.204 A .08 ASCE 2.4.1-8 .6DL+.7EL 3547.11 2908.57 A .82 A B A B A B A B A B D C D C D C D C D C IDL 1DL+1LL+.75LLS 1 DL+1 RLL+1 SL+I SLN+IBL+.75LL+.75LLS+.751 DL+1WL QA: 475.34 psf QA: 475.34 psf QA: 478.686 psf QA: 477.849 psf QA: 475.34 psf QB: 475.34 psf QB: 475.34 psf QB: 478.686 psf QB: 477.849 psf QB: 475.34 psf QC: 475.34 psf QC: 475.34 psf QC: 478.686 psf QC: 477.849 psf QC: 475.34 psf QD: 475.34 psf QD: 475.34 psf QD: 478.686 psf QD: 477.849 psf QD: 475.34 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in A B A ��'�' B A B A B A B o D� C D�-f L'fb j C D ,, C D _i C D C 1DL+.7EL 1DL+.75WL+.75LL+.75L1DL+.525EL+.75LL+.75..6DL+1WL .6DL+.7EL QA: 1324.68 psf QA: 477.849 psf QA: 1042.96 psf QA: 285.204 psf QA: 2908.57 psf QB: 0 psf QB: 477.849 psf QB: 0 psf QB: 285.204 psf QB: 0 psf QC: 0 psf QC: 477.849 psf QC: 0 psf QC: 285.204 psf QC: 0 psf QD: 1324.68 psf QD: 477.849 psf QD: 1042.96 psf QD: 285.204 psf QD: 2908.57 psf NAZ:153.581 in NAZ:-1 in NAZ:196.095 in NAZ:-1 in NAZ:41.968 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.2.1_SGT.rft] Page 2 DCG GD-83 DCG GD-83 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW 2.1 Checked By: Footing Flexure Desiqn (Bottom Bars) As-min x-dir(Top Flexure) : 10.968 inA2 As-min x dir(T&S) : 6.934 inA2 As-min z-dir(Top Flexure) : 5.535 inA2 As-min z-dir(T&S) : 3.499 inA2 As-min x-dir(Bot Flexure) : 10.968 inA2 As-min z-dir(Bot Flexure) : 5.535 inA2 z-Dir As z-Dir As x-Dir As x Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Cat ones and Factors UC Max k-ft in^2) (in A2 UC Max k-fi (in A2) (in A2 ACI-2005 9-1 II ADL .08196 22." .351 4.418 .06428 31.77 .496 7.952 ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. .07088 19.4 .303 4.418 .05558 27.47 .429 7.952 ACI-2008 9-3a 1.5DL+ILL+ILLS+1.. .0898 24.58 .384 4.418 .07043 34.81 .544 7.952 ACI-2008 9-3b 1.2DL+.8WL+1.6RL.. .07224 19.77 .309 4.418 .05665 28 .437 7.952 ACI-2008 9-4 .2DL+1.6WL+ILL+I. .07088 19.4 .303 4.418 .05558 27.47 .429 7.952 ACI-2008 9-5 .2DL+I EL+1 LL+1 LL. .48638 1 133.14 1 2.11 1 4.418 1 .05529 27.33 .427 7.952 ACI-2008 9-6 .9DL+1.6WL .05269 14.42 .225 4.418 1 04132 20.43 .319 7.952 ACI-2008 9-7 .9DL+1EL .7005 191.75 3.062 4.418 1 .04132 20.43 .319 1 7.952 Footing Flexure Desiqn (Top Bars) Description Categories and Factors Mu-xx k-ft) z Dir As in2 Mu-zz k-ft) x Dir As in2 rSW+OB i ISW+IOB4ACI-2008 9- ,ASCE 2 4 1-..) 32.236 0 1 0 1 0 Moment Capacity of Plain Concrete Section Along xx and zz= 57.84k-ft,114.608k-ft Per Chapter 22 of ACI 318. Footing Shear Check Two Way(Punching)Vc: 539.185 k One Way(x Dir. Cut)Vc 168.589 k One Way(z Dir. Cut)Vc: 334.056 k Punching x Dir. Cut z Dir.Cut Description Categories and Factors Vu k Vu/ c Vu k Vu/,0Vc Vu k Vu/,OVc ACI-2005 9-1 I ADL 30.93 .076 7.085 .056 11.145 .044 ACI-2008 9-2 1.2DL+1.6LL+1.6LLS+.5R.. 26.746 .066 6.127 .048 9.637 .038 ACI-2008 9-3a 1.5DL+1LL+1LLS+1.6RLL+1.. 33.889 .084 7.763 .061 12.211 .049 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 27.261 .067 6.245 .049 9.823 .039 ACI-2008 9-4 1.2DL+1.6WL+ILL+ILLS+... 26.746 .066 6.127 .048 9.637 .038 ACI-2008 9-5 1.2DL+1EL+ILL+ILLS+.2S.. 1 30.661 .676 40.791 .323 9.587 .038 ACI-2008 9-6 .9DL+1.6WL 19.884 .049 4.555 .036 7.165 .029 ACI-2008 9-7 .9DL+1EL 28.51 1 071 55.984 .443 7.165 1 .029 Concrete Bearinq Check(Vertical Loads Only) Bearing Bc : 5928.75 k Description Categories and Factors Bearing Bu k Bearing Bu/,OBc ACI-2005 9-1 II ADL 36.597 .009 ACI-2008 9-2 1.2DL+1.6LL+1.6LLS+.5R.. 31.637 .008 ACI-2008 9-3a 1.5DL+ILL+ILLS+1.6RLL+1.. 40.07 .01 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 32.228 .008 ACI-2008 9-4 1.2DL+1.6WL+1 LL+1 LLS+... 31.637 .008 ACI-2008 9-5 1.2DL+1 EL+1 LL+1 LLS+.2S.. 31.476 .008 ACI-2008 9-6 .9DL+1.6WL 23.527 .006 ACI-2008 9-7 .9DL+1 EL 23.527 1 .006 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.2.1_SGT.rft] Page 3 DCG GD-84 DCG GD-84 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW 2.1 Checked By: Overturnin4 Check (Service) Description Categories and Factors Mo-xx k-ft Ms-xoc k-ft Mo-zz k-ft) Ms-zz k-ft OSF-xa OSF-zz ASCE 2.4.1-1 1DL 0 680.271 0 343.314 NA NA ASCE 2.4.1-2 1 DL+1 LL+.75LLS 0 680.271 0 343.314 NA NA ASCE 2.4.1-3a 1DL+1RLL+1SL+ISLN.. 0 685.059 0 345.731 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 683.862 0 345.127 NA NA ASCE 2.4.1-5a 1DL+1WL 0 680.271 0 343.314 NA NA ASCE 2.4.1-5b 1DL+.7EL 354.799 680.271 0 343.314 1.917 NA ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 683.862 0 345.127 NA NA ASCE 2.4.1-6b 1 DL+.525EL+.75L.. 266.099 683.862 0 345,127 2.57 NA ASCE 2.4.1-7 .6DL+1WL 0 408.162 0 205.988 1 NA NA ASCE 2.4.1-8 .6DL+.7EL 354.799 408.162 0 205.988 1.15 NA Mo-xa: Governing Overturning Moment about AD or BC Ms-xa: Governing Stablizing Moment about AD or BC OSF-xa: Ratio of Ms-xa to Mo-roc Sliding Check(Service) Description Categories and Factors Va-xx k Vr-xoc k) Va-zz k Vr-zz k SR-roc SR-zz ASCE 2.4.1-1 1DL 0 27.202 0 27.202 NA NA ASCE 2.4.1-2 1 DL+1 LL+.75LLS 0 27.202 0 27.202 NA NA ASCE 2.4.1-3a 1DL+1RLL+1SL+1SLN.. 0 27.39 0 27.39 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 27.343 0 27.343 NA NA ASCE 2.4.1-5a 1DL+1WL 0 27.202 0 27.202 NA NA ASCE 2.4.1-5b 1DL+.7EL 0 27.202 12.593 27.202 NA 2.16 ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 27.343 0 27.343 NA NA ASCE 2.4.1-6b 1DL+.525EL+.75L.. 0 27.343 9.445 27.343 NA 2.895 ASCE 2.4.1-7 .6DL+1WL 0 16.521 0 16.521 NA NA ASCE 2.4.1-8 .6DL+.7EL 0 16.521 12.593 16.521 NA 1.312 Va-xa:Applied Lateral Force to Cause Sliding Along xa A)as Vr-roc: Resisting Lateral Force Against Sliding Along roc A)as SR-xa: Ratio of Vr-xa to Va-roc RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.2.1_SGT.rft] Page 4 DCG GD-85 DCG GD-85 Company DCG May 14,2020 Designer SGT Job Number : SW.3.1 Checked By: Sketch X 2.333 ft 184 in w A. B a N tw N .i %0 N -' N z .D C p C 20 ft Details a A X B z'' 0 7 in .-r In zD C N Footing Elevation C 20 ft Bottom Rebar Plan 184 in Ln i - i _4#6 Pedestal Rebar Plan Geometry Materials and Criteria Length :20 ft eX :0 in Gross Allow. Bearing :2000 psf(gross) Steel fy :60 ksi Width :2 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.002 Thickness :12 in pX :7.625 in Concrete fc :3 ksi Maximum Steel :.0075 Height :12 in pZ :184 in Design Code :ACI 318-11 Footing Top Bar Cover :3 in Overturning/Sliding SF :VARIES Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.35 Phi for Shear 0.75 Pedestal Longitudinal Bar Cover 1.5 in Passive Resistance of Soil 0 k Phi for Bearing 0.65 Loads P(k) Vx(k) Vz(k) Mx(k-ft) Mz(k-ft) Overburden psi) DL 18.095 100 LL 11.018 i EL 7.575 -149.8 S L .383 +P +Vx ..,�+Vz +Mx -�+Mz }Ovel!' A D D C D C A -D RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.3.1 D)CG Page 1 GD-86 DCG GD-86 Company DCG May 14,2020 Designer i SGT Job Number : SW.3.1 Checked By: Soil Bearing Description Categories and Factors Gross Allow.(psf) Max Bearing Max/Allowable Ratio ASCE 2.4.1-1 1DL 2000 708.336 A .354 ASCE 2.4.1-2 1 DL+1 LL+.75LLS 2000 983.78E A .492 ASCE 2.4.1-3a 1DL+1RLL+1SL+1SLN+1RL 2000 717.911 A .359 ASCE 2.4.1-4 1DL+.75LL+.75LLS+.75.. 2000 922.105 LAJ .461 ASCE 2.4.1-5a 1DL+1WL 2660 708.33E A .266 ASCE 2.4.1-5b 1DL+.7EL 2660 1594.0E A .599 ASCE 2.4.1-6a 1DL+.75WL+.75LL+.75L.. 2660 922.105 A .347 ASCE 2.4.1-6b 1DL+.525EL+.75LL+.75.. 2660 1571.E A .591 ASCE 2.4.1-7 .6DL+1WL 2660 425.002 A .16 ASCE 2.4.1-8 1 .6DL+.7EL 2660 1766.44 A .664 Q 9 d i 9 Q' 6 Q Q 1DL 1DL+ILL+.75LLS 1DL+1RLL+1SL+1SLN+1@L+.75LL+.75LLS+.751DL+1WL CIA: 708.336 psf QA: 983.786 psf QA: 717.911 psf QA: 922.105 psf QA: 708.336 psf QB: 708.336 psf QB: 983.786 psf QB: 717.911 psf QB: 922.105 psf QB: 708.336 psf QC: 708.336 psf QC: 983.786 psf QC: 717.911 psf QC: 922.105 psf QC: 708.336 psf OD: 708.336 psf QD: 983.786 psf QD: 717.911 psf QD: 922.105 psf QD: 708.336 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in 1DL+.7EL 1DL+.75WL+.75LL+.75L1DL+.525EL+.75LL+.75..6DL+1WL .6DL+.7EL QA: 1594.06 psf QA: 922.105 psf QA: 1571.6 psf QA: 425.002 psf QA: 1766.44 psf QB: 0 psf QB: 922.105 psf QB: 272.614 psf QB: 425.002 psf QB: 0 psf QC: 0 psf QC: 922.105 psf QC: 272.614 psf QC: 425.002 psf QC: 0 psf QD: 1594.06 psf QD: 922.105 psf QD: 1571.6 psf QD: 425.002 psf QD: 1766.44 psf li 213.292 in li-1 in NAZ:290.368 in NAZ:-1 in NAZ:115.487 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in Footing Flexure Design (Bottom Bars) As-min x-dir(Top Flexure) : 6.7 inA2 As-min x dir(T&S) : 5.184 in^2 As-min z-dir(Top Flexure) : .67 inA2 As-min z-dir(T&S) Bin A2 As-min x-dir(Bot Flexure) : 6.7 inA2 As-min z-dir(Bot Flexure) : .67 inA2 z-Dir As z-Dir As x-Dir As x Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Cate ones and Factors UC Max k ft (in A2 (in A2 UC Max k-ft in�•2) (in A2) ACI-2005 9-1 1.4DL .15841 3.53 .094 .614 .01354 3.02 .08 1 6.136 ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. .24458 5.45 .146 .614 .02091 4.66 .124 1 6.136 ACI-20089-3a1.5DL+ILL+1LLS+1.. .24073 5.37 .144 .614 .02058 4.59 .122 6.136 ACI-2008 9-3b 1.2DL+.8WL+1.6RL.. .13952 3.11 .083 .614 .01193 2.66 .071 6.136 ACI-2008 9-4 .2DL+1.6WL+1LL+1. .20422 4.55 .122 .614 .01746 3.89 .103 6.136 ACI-20089-5 .2DL+1EL+ILL+ILL. .48334 10.78 .291 .614 .0174 1 3.88 .103 6.136 ACI-2008 9-6 .9DL+1.6WL 1 .10184 2.271 .06 .614 .00871 1.94 .052 6.136 ACI-2008 9-7 .9DL+IEL 1 .4908 1 10.94 1 .295 .614 .00871 1.94 .052 6.136 Footing Flexure Design (Top Bars) Description Categories and Factors Mu-xx(k-ft) z Dir As in2 Mu-zz k-ft x Dir As in2 SW+OB 1SW+1OB-(ACI-2008 9-..,ASCE 2.41-..) 1.334 0 0 1 0 Moment Capacity of Plain Concrete Section Along xx and zz= 5.021 k-fIt,50.208k-ft Per Chapter 22 of AC1318. RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.3.1.rft] Page 2 DCG G D-87 DCG G D-87 Company DCG May 14,2020 Designer SGT Job Number : SW.3.1 Checked By: Footing Shear Check Two Way(Punching)Vc: NA One Way(x Dir. Cut)Vc 22.018 k One Way(z Dir. Cut)Vc: 220.184 k Punching x Dir.Cut z Dir.Cut Descri bon Categories and Factors Vu(k) Vu/oVc Vu k Vu/0Vc Vu(k) Vu/fflVC ACI-2005 9-1 1 ADL NA NA 2.122 .128 .013 0 ACI-2008 9-2 1.2DL+1.6LL+1.6LLS+.5R.. NA NA 3.276 .198 .02 0 ACI-20089-3a 1.5DL+ILL+ILLS+1.6RLL+1.. NA NA 3.224 .195 .02 0 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. NA NA 1.869 .113 .011 0 ACI-2008 9-4 1.2DL+1.6WL+ILL+ILLS+... NA NA 2.735 .166 .017 0 ACI-2008 9-5 1 1.2DL+1EL+ILL+ILLS+.2S.. NA NA 1 6.457 .391 .017 0 ACI-2008 9-6 .9DL+1.6WL NA NA 1 1.364 .083 .008 0 ACI-2008 9-7 .9DL+1EL NA I NA 1 6.544 .396 .008 0 Concrete Bearing Check(Vertical Loads Only) Bearing Bc: 6623.64 k Description Categories and Factors Bearing Bu k Bearing Bu/0Bc ACI-2005 9-1 I ADL 27.311 .006 ACI-2008 9-2 1.2DL+1.6LL+1.6LLS+.5R.. 41.23 .01 ACI-2008 9-3a 1.5DL+1 LL+1 LLS+1.6RLL+1.. 40.892 .009 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 24.022 .006 ACI-2008 9-4 1.2DL+1.6W L+1 LL+1 LLS+... 34.619 .008 ACI-2008 9-5 1.2DL+1 EL+1 LL+1 LLS+.2S.. 34.504 .008 ACI-2008 9-6 .9DL+1.6WL 17.557 .004 ACI-2008 9-7 .9DL+1 EL 17.557 .004 Overturning Check(Service) Description Categories and Factors Mo-xx k-ft) Ms-xx k-ft Mo-zz(k-ft) Ms-zz k-ft OSF-xx OSF-zz ASCE 2.4.1-1 1DL 0 283.334 0 28.333 NA NA ASCE 2.4.1-2 IDL+ILL+.75LLS 0 393.514 0 39.351 NA NA ASCE 2.4.1-3a 1DL+IRLL+1SL+1SLN.. 0 287.164 0 28.716 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 368.842 0 36.884 NA NA ASCE 2.4.1-5a 1DL+1WL 0 283.334 0 28.333 NA NA ASCE 2.4.1-5b 1DL+.7EL 115.465 283.334 0 28.333 2.454 NA ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 368.842 0 36.884 NA NA ASCE 2.4.1-6b 1DL+.525EL+.75L.. 86.599 368.842 0 36.884 4.259 NA ASCE 2.4.1-7 .6DL+1WL 0 170.001 0 17 NA NA ASCE 2.4.1-8 .6DL+.7EL 115.465 170.001 0 17 1.472 NA Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.3.1.rft] Page 3 DCG GD-88 DCG GD-88 Company DCG May 14,2020 Designer SGT Job Number : SW.3.1 Checked By: Sliding Check (Service) Description Categories and Factors Va-xmx k Vr-xoc k Va-zz(k Vr-zz k SR-roc SR-zz ASCE 2.4.1-1 1DL 0 9.917 0 9.917 NA NA ASCE 2.4.1-2 1DL+ILL+.75LLS 0 13.773 0 13.773 NA NA ASCE 2.4.1-3a 1DL+1RLL+1SL+1SLN.. 0 10.051 0 10.051 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 12.909 0 12.909 NA NA ASCE 2.4.1-5a 1DL+1WL 0 9.917 0 9.917 NA NA ASCE 2.4.1-5b 1DL+.7EL 0 9.917 5.303 9.917 NA 1.87 ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 1 12.909 1 0 12.909 NA NA ASCE 2.4.1-6b 1DL+.525EL+.75L.. 0 12.909 3.977 12.909 NA 3.246 ASCE 2.4.1-7 .6DL+1WL 0 5.95 0 5.95 NA NA ASCE 8 .6DL+.7EL 0 1 5.95 1 5.303 5.95 NA 1.122 Va-xa:Applied Lateral Force to Cause Sliding Along xa A)as Vr-roc: Resisting Lateral Force Against Sliding Along roc A)as SR-roc: Ratio of Vr-roc to Va-roc RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.3.1.rft] Page 4 DCG GD-89 DCG GD-89 Company May 14,2020 Designer Job Number : SW.7.2 Checked By: Sketch /�l x 3 ft 'tow A q WT Ln co Z D � C 15.75 ft Details A tX B qq � bi in .a tw Z D Footing Elevation C #5@8 in Dt 1C 15.75 ft Controlling x direction steel requires the following placement: Region 1 (starts at A): 70.5 in Steel: 2.15 in (7#5 @11 in) Region 2(middle): 48 in Steel: 2.76 in2(9#5 @6 in) Region 3(ends at B): 70.5 in Steel: 2.15 in(7#5 @11 in) Bottom Rebar Plan q 117 in .,� -� c7 Ln es` =ri -12#6 Pedestal Rebar Plan Geometry Materials and Criteria Length :15.75 ft eX :0 in Gross Allow. Bearing :2000 psf(gross) Steel fy :60 ksi Width :4 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.002 Thickness :18 in pX :11.625 in Concrete fc :3 ksi Maximum Steel :.0075 Height :12 in pZ :117 in Design Code :ACI 318-11 Footing Top Bar Cover :3 in Overturning/Sliding SF :VARIES Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.53 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil 100 k Phi for Bearing :0.65 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.7.2• D]CG Page 1 GD-90 DCG GD-90 Company May 14,2020 Designer Job Number : SW.7.2 Checked By: Loads P(k) Vx k Vz k Mx k-ft Mz k-ft Overburden DL 1.404 1 1 1 1 100 EL 8.83 -105.96 SL .488 +P +Vx +Vz +Mx +Mz +Over A D D C D C A D Soil Bearing Description Categories and Factors Gross Allow. s Max Bearing ) Max/Allowable Ratio ASCE 2.4.1-1 1DL 2000 346.532 A .173 ASCE 2.4.1-2 1 DL+1 LL+.75LLS 2000 346.532 A .173 ASCE 2.4.1-3a 1DL+1RLL+1SL+1SLN+1RL 2000 354.278 A .177 ASCE 2.4.1-4 1DL+.75LL+.75LLS+.75.. 2000 352.342 A .176 ASCE 2.4.1-5a 1DL+1WL 2660 346.532 A .13 ASCE 2.4.1-5b 1 DL+.7EL 2660 965.214 A .363 ASCE 2.4.1-6a 1DL+.75WL+.75LL+.75L.. 2660 352.342 A .132 ASCE 2.4.1-6b 1DL+.525EL+.75LL+.75.. 2660 763.304 A .287 ASCE 2.4.1-7 .6DL+1WL 2660 207.919 A .078 ASCE 2.4.1-8 .6DL+.7EL 2660 2113.67 A .795 ACI-2005 9-1 II ADL 2000 485.145 A .243 ACI-2008 9-2 1.2DL+1.6LL+1.6LLS+.5R.. 2000 419.712(Al .21 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.7.2.rft] Page 2 DCG G D-91 DCG G D-91 Company May 14,2020 Designer Job Number : SW.7.2 Checked By: 1DL 1DL+ILL+.75LLS IDL+IRLL+1SL+ISLN+1@L+.75LL+.75LLS+.751DL+1WL QA: 346.532 psf QA: 346.532 psf QA: 354.278 psf QA: 352.342 psf QA: 346.532 psf QB: 346.532 psf QB: 346.532 psf QB: 354.278 psf QB: 352.342 psf QB: 346.532 psf QC: 346.532 psf QC: 346.532 psf QC: 354.278 psf QC: 352.342 psf QC: 346.532 psf QD: 346.532 psf QD: 346.532 psf QD: 354.278 psf QD: 352.342 psf QD: 346.532 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX A in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in 60 E 6 @ 6® 1 8 6 1 . - 8 6w=== @ 1DL+.7EL IDL+.75WL+.75LL+.75L1DL+.525EL+.75LL+.75..6DL+1WL .6DL+.7EL QA: 965.214 psf QA: 352.342 psf QA: 763.304 psf QA: 207.919 psf QA: 2113.67 psf QB: 0 psf QB: 352.342 psf QB: 0 psf QB: 207.919 psf QB: 0 psf QC: 0 psf QC: 352.342 psf QC: 0 psf QC: 207.919 psf QC: 0 psf QD: 965.214 psf QD: 352.342 psf QD: 763.304 psf QD: 207.919 psf QD: 2113.67 psf NAZ:135.71 in NAZ:-1 in NAZ:174.485 in NAZ:-1 in NAZ:37.183 in NAX:A in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in 1.4DL 1.2DL+1.6LL+1.6LLS+.5R.. QA: 485.145 psf QA: 419.712 psf QB: 485.145 psf QB: 419.712 psf QC: 485.145 psf QC: 419.712 psf QD: 485.145 psf QD: 419.712 psf NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in Footing Flexure Design (Bottom Bars) As-min x dir(Top Flexure) : 9.056 in"2 As-min x dir(T&S) : 6.124 inA2 As-min z-dir(Top Flexure) : 2.3 in^2 As-min z-dir(T&S) : 1.555 W2 As-min x dir(Bot Flexure) : 9.056 in"2 As-min z-dir(Bot Flexure) : 2.3 inA2 z-Dir As z-Dir As x-Dir As x Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Categories and Factors UC Max k-fi in^2 (in A2) UC Max k ft (in A2 (in A2 ACI-2008 9-3a 1.5DL+1 LL+1 LLS+1.. .00873 1.01 .016 1.841 .00229 1.01 .016 7.056 ACI-2008 9-3b 1.2DL+.8WL+1.6RL.. .00737 .85 .013 1.841 .00193 .85 .013 7.056 ACI-2008 9-4 .2DL+1.6WL+1LL+1. .00604 .7 .011 1.841 .00158 .7 .011 7.056 ACI-2008 9-5 .2DL+I EL+1 LL+1 LL. .14285 16.48 .256 1.841 .00149 .66 .01 7.056 ACI-2008 9-6 .9DL+1.6WL .00408 .47 .007 1.841 .00107 .47 .007 7.056 ACI-2008 9-7 .9DL+1 EL .23927 27.6 .43 1.841 .00107 .47 .007 7.056 Footing Flexure Design (Top Bars) Description Categories and Factors Mu-xx(k-ft) z Dir As(inz) Mu-zz k-ft x Dir As in2 SW+OB I 1SW+1OB-(ACI-2008 9- ,ACI-2008 - ) 5.715 0 .102 0 Moment Capacity of Plain Concrete Section Along xx and zz= 25.706k-ft,101.219k-ft Per Chapter 22 of ACI 318. RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.7.2.rft] Page 3 DCG GD-92 DCG GD-92 Company May 14,2020 Designer Job Number : SW.7.2 Checked By: Footing Shear Check Two Way(Punching)Vc: 594.13 k One Way(x Dir. Cut)Vc 75,586 k One Way(z Dir.Cut)Vc: 297.619 k Punching x Dir.Cut z Dir. Cut Desch lion Categories and Factors Vu k Vubeft Vu k Vu/SvVc Vu(k) Vu/ c ACI-2008 9-3a 1.5DL+1LL+1LLS+1.6RLL+1.. 2.197 .005 .403 .007 .28 .001 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 1.855 .004 .34 .006 .236 .001 ACI-2008 9-4 1.2DL+1.6WL+ILL+ILLS+... 1.521 .003 .279 .005 .194 0 ACI-2008 9-5 1.2DL+1EL+ILL+ILLS+.2S.. 3.662 .008 6.713 .118 .182 0 ACI-2008 9-6 .9DL+1.6WL 1.026 .002 .188 .003 .131 0 ACI-2008 9-7 .9DL+IEL 1 6.627 1 .015 1 11.473 .202 1 .131 0 Concrete Bearing Check(Vertical Loads Only) Bearing Bc: 6936.64 k Description Categories and Factors Bean Bu k Bean Bu/0Bc ACI-2008 9-3a 1.5DL+ILL+ILLS+1.6RLL+I.. 4.941 .001 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 4.109 0 ACI-2008 9-4 1.2DL+1.6WL+ILL+ILLS+... 3.572 0 ACI-2008 9-5 1.2DL+1 EL+1 LL+1 LLS+.2S.. 3.426 0 ACI-2008 9-6 .9DL+1.6WL 2.496 0 ACI-2008 9-7 .9DL+I EL 2.496 0 Overturning Check(Service) Description Cat ones and Factors Mo-xx k-ft Ms-xx k-ft Mo-zz k-ft Ms-zz k-ft OSF-xx OSF-zz ASCE 2.4.1-1 IDL 0 171.923 0 43.663 NA NA ASCE 2.4.1-2 IDL+ILL+.75LLS 0 171.923 0 43.663 NA NA ASCE 2.4.1-3a 1DL+1RLL+1SL+1SLN.. 0 175.766 0 44.639 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 174.806 0 44.395 NA NA ASCE 2.4.1-5a 1DL+1WL 0 171.923 0 43.663 NA NA ASCE 2.4.1-5b 1DL+.7EL 89.624 171.923 0 43.663 11.918 NA ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 174.806 0 44.395 1 NA NA ASCE 2.4.1-6b 1DL+.525EL+.75L.. 67.218 174.806 0 44.395 12.601 NA ASCE 2.4.1-7 .6DL+1WL 0 103.154 0 f6l. NA NA ASCE 2.4.1-8 .6DL+.7EL 89.624 103.154 0 1.151 NA ACI-2005 9-1 I ADL 0 240.693 0 NA NA ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. 0 208.23 0 NA NA Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.7.2.rFt] Page 4 DCG GD-93 DCG GD-93 Company May 14,2020 Designer Job Number : SW.7.2 Checked By: Sliding Check (Service) Description Categories and Factors Va-xx k Vr-xx k Va-zz k Vr-zz W SR-xx SR-zz ASCE 2.4.1-1 1DL 0 111.571 0 111.571 NA NA ASCE 2.4.1-2 1DL+1LL+.75LLS 0 111.571 0 111.571 NA NA ASCE 2.4.1-3a 1DL+IRLL+1SL+1SLN.. 0 111.829 0 111.829 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 111.765 0 111.765 NA NA ASCE 2.4.1-5a 1DL+1WL 0 111.571 0 111.571 NA NA ASCE 2.4.1-5b 1DL+.7EL 0 111.571 6.181 111.571 NA 18.051 ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 111.765 0 111.765 NA NA ASCE 2.4.1-6b 1DL+.525EL+.75L.. 0 111.765 4.636 111.765 NA 24.109 ASCE 2.4.1-7 .6DL+1WL 0 106.942 0 106.942 NA NA ASCE 2.4.1-8 .6DL+.7EL 0 106.942 6.181 106.942 NA 17.302 ACI-2005 9-1 II ADL 0 116.199 0 116.199 NA NA ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. 0 114.014 0 114.014 NA NA Va-xx:Applied Lateral Force to Cause Sliding Along xx Axis Vr-xx: Resisting Lateral Force Against Sliding Along xx A)ds SR-xx: Ratio of Vr-xx to Va-xx RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.7.2. D]CG Page 5 GD-94 DCG GD-94 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Sketch x 6 ft 44A i � j 48 in BLn in 44 � b L 'N-1 -�N z - D D C 16 ft Details q tX B T�*Z:4 15 in - � N cn z in D Footing Elevation C D �C 16 ft x Dir.Steel: 3.99 in (min)(13#5) z Dir. Steel: 3.07 in (10#5) Bottom Rebar Plan q B � 48 in _� #5@16 in N • • • 8#6 Ln #5@14 in D 16 ft C Pedestal Rebar Plan x Dir.Steel: 3.68 in (min)(12#5) z Dir. Steel: 1.23 in (4#5) Top Rebar Plan Geometry, Materials and Criteria Length :16 ft eX :0 in Gross Allow. Bearing :2666 psf(gross) Steel fy :60 ksi Width :4 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.002 Thickness :12 in pX :11.625 in Concrete fc 3 ksi Maximum Steel :.0075 Height :12 in pZ :48 in Design Code ACI 318-11 Footing Top Bar Cover :3 in Overturning/Sliding SF :VARIES Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.53 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :0 k Phi for Bearing :0.65 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1_SGT.rft] Page 1 DCG GD-95 DCG GD-95 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Loads P k) Vx k Vz k Mx k-ft Mz k-ft) Overburden sf) DL 35.21 1 1 _ 100 EL 5.387 -138.28 S L 3.35 +P +Vx .,�+Vz (�'=+Mx X7 }iEii A D D C D C A D Soil Bearing Description Categories and Factors Gross Allow. sf Max Bearing(psf) Max/Allowable Ratio ASCE 2.4.1-1 1DL 2666 797.881 A .299 ASCE 2.4.1-2 1DL+1LL+.75LLS 2666 797.881 A .299 ASCE 2.4.1-3a 1DL+1RLL+1SL+ISLN+IRL 2666 850.225 A .319 ASCE 2.4.1-4 1DL+.75LL+.75LLS+.75.. 2666 837.139 A .314 ASCE 2.4.1-5a 1DL+1WL 3545.78 797.881 A .225 ASCE 2.4.1-5b 1DL+.7EL 3545.78 1409.24 A .397 ASCE 2.4.1-6a 1DL+.75WL+.75LL+.75L.. 3545.78 837.139 A .236 ASCE 2.4.1-6b 1DL+.525EL+.75LL+.75.. 3545.78 1295.65 A .365 ASCE 2.4.1-7 .6DL+1WL 3545.78 478.729 A .135 ASCE 2.4.1-8 .6DL+.7EL 3545.78 1111.41 A .313 ACI-2005 9-1 1.4DL 2666 1117.03 A .419 +. ACI-2008 9-2 1.2DL+1.6LL+1.6LLSSR.. 2666 983.629 A .369 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1_SGT.rft] Page 2 DCG GD-96 DCG GD-96 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: 1DL 1DL+1LL+.75LLS 1DL+1RLL+1SL+1SLN+IBL+.75LL+.75LLS+.751DL+1WL QA: 797.881 psf QA: 797.881 psf QA: 850.225 psf G* 837.139 psf QA: 797.881 psf QB: 797.881 psf QB: 797.881 psf QB: 850.225 psf QB: 837.139 psf QB: 797.881 psf QC: 797.881 psf QC: 797.881 psf QC: 850.225 psf QC: 837.139 psf QC: 797.881 psf QD: 797.881 psf QD: 797.881 psf QD: 850.225 psf OD: 837.139 psf QD: 797.881 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in 6 @ 6 I @ 6 @ Brow- @ 6� @ 1DL+.7EL 1DL+.75WL+.75LL+.75L1DL+.525EL+.75LL+.75..6DL+1WL .6DL+.7EL QA: 1409.24 psf QA: 837.139 psf QA: 1295.65 psf QA: 478.729 psf CIA: 1111.41 psf QB: 186.527 psf QB: 837.139 psf QB: 378.623 psf QB: 478.729 psf QB: 0 psf QC: 186.527 psf QC: 837.139 psf QC: 378.623 psf QC: 478.729 psf QC: 0 psf OD: 1409.24 psf QD: 837.139 psf QD: 1295.65 psf QD: 478.729 psf QD: 1111.41 psf NAZ:221.29 in NAZ:-1 in NAZ:271.273 in NAZ:-1 in NAZ:165.404 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in r- p li 1.4DL 1.2DL+1.6LL+1.6LLS+.5R.. QA: 1117.03 psf QA: 983.629 psf QB: 1117.03 psf QB: 983.629 psf QC: 1117.03 psf QC: 983.629 psf QD: 1117.03 psf OD: 983.629 psf NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in Footing Flexure Design (Bottom Bars) As-min x-dir(Top Flexure) : 5.36 inA2 As-min x dir(T&S) : 4.147 inA2 As-min z-dir(Top Flexure) : 1.34 inA2 As-min z-dir(T&S) : 1.037 inA2 As-min x-dir(Bot Flexure) : 5.36 inA2 As-min z-dir(Bot Flexure) : 1.34 inA2 z-Dir As z-Dir As x Dir As x Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Categories and Factors UC Max k-ft (in A2 (in A2 UC Max k-ft (in A2 (in^2) ACI-2008 9-3a 1.5DL+1LL+1LLS+1.. .62466 65.74 1 1.844 3.068 .11499 16.78 .447 3.988 ACI-2008 9-3b 1.2DL+.8WL+1.6RL.. .51119 53.8 1 1.493 3.068 .0941 13.73 .365 3.988 ACI-2008 9-4 .2DL+1.6WL+1LL+1. .4718 49.65 1.373 3.068 .08685 12.67 .337 3.988 ACI-2008 9-5 .2DL+1 EL+1 LL+1 ILL. .90918 95.68 2.762 3.068 .08487 12.38 .329 3.988 ACI-2008 9-6 .9DL+1.6WL .34042 35.83 1 .979 3.068 .06266 9.14 .243 1 3.988 ACI-2008 9-7 1 .9DL+1EL 1 .7964 83.81 1 2.391 1 3.068 .06266 9.14 .243 1 3.988 Footing Flexure Design (Top Bars) Description Categories and Factors Mu-xx k-ft z Dir As(in2) Mu-zz(k-ft) x Dir As in2 SW+OB 1SW+1OB ACI-2008 9-..,ASCE 2.41-.. 11.782 .316 0 1 0 Moment Capacity of Plain Concrete Section Along xx and zz= 10.042k-ft,40.166k-ft Per Chapter 22 of ACI 318. RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1_SGT.rft] Page 3 DCG GD-97 DCG GD-97 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Footing Shear Check Two Way(Punching)Vc: 208.018 k One Way(x Dir.Cut)Vc 44.037 k One Way(z Dir.Cut)Vc: 176.148 k Punching x Dir. Cut z Dir.Cut Description Categories and Factors Vu k VuljWc Vu k VuI0Vc Vu(k) Vu/ c ACI-2008 9-3a 1.5DL+ILL+ILLS+1.6RLL+1.. 51.287 .329 19.365 .586 11.946 .09 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 41.971 .269 15.847 .48 9.776 .074 ACI-2008 9-4 1.2DL+1.6WL+lLL+ILLS+... 38.737 .248 14.626 .443 9.023 .068 ACI-2008 9-5 1.2DL+1 EL+1 LL+1 LLS+.2S.. 37.855 .243 26.677 .808 8.817 .067 ACI-2008 9-6 .9DL+1.6WL 27.95 .179 10.553 .32 6.51 .049 ACI-2008 9-7 .9DL+1 EL 28.032 .18 23.13 .7 6.51 .049 Concrete Bearing Check(Vertical Loads Only) Bearing Bc: 2845.8 k Description Categories and Factors Bearing Bu/0Bc ACI-2008 9-3a 1.5DL+ILL+ILLS+1.6RLL+1.. 59.018 .032 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 48.286 .026 ACI-2008 9-4 1.2DL+1.6WL+lLL+1LLS+... 44.601 .024 ACI-2008 9-5 1.2DL+lEL+lLL+ILLS+.2S.. 43.596 .024 ACI-2008 9-6 .9DL+1.6WL 32.195 .017 ACI-2008 9-7 .9DL+1 EL 32.195 .017 Overturning Check(Service) Description Categories and Factors Mo-xx(k-ft) Ms-xx k-ft Mo-zz k-ft Ms-zz k-ft OSF-xx OSF-zz ASCE 2.4.1-1 1DL 0 408.515 0 102.129 NA NA ASCE 2.4.1-2 1DL+ILL+.75LLS 0 408.515 0 102.129 NA NA ASCE 2.4.1-3a lDL+lRLL+lSL+1SLN.. 0 435.315 0 108.829 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 428.615 0 107.154 NA NA ASCE 2.4.1-5a lDL+lWL 0 408.515 0 102.129 NA NA ASCE 2.4.1-5b 1 DL+.7EL 104.338 408.515 0 102.129 3.915 NA ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 428.615 0 107.154 NA NA ASCE 2.4.1-6b IDL+.525EL+.75L.. 78.253 428.615 0 107.154 5.477 NA ASCE 2.4.1-7 .6DL+lWL 0 245.109 0 61.277 NA NA ASCE 2.4.1-8 .6DL+.7EL 104.338 245.109 0 61.277 2.349 NA ACI-2005 9-1 1 ADL 0 571.921 0 142.98 NA NA ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. 0 503.618 0 125.904 NA FNA Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1_SGT.rft] Page 4 DCG GD-98 DCG GD-98 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Sliding Check (Service) Description Categories and Factors Va-xoc k Vr-xoc k Va-zz k Vr-zz k SR-roc SR-zz ASCE 2.4.1-1 1DL 0 27.064 0 27.064 NA NA ASCE 2.4.1-2 1DL+1LL+.75LLS 0 27.064 0 27.064 NA NA ASCE 2.4.1-3a 1DL+1RLL+1SL+1SLN.. 0 28.84 0 28.84 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 28.396 0 28.396 NA NA ASCE 2.4.1-5a 1DL+1WL 0 27.064 0 27.064 NA NA ASCE 2.4.1-5b 1DL+.7EL 0 27.064 3.771 27.064 NA 7.177 ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 28.396 0 28.396 NA NA ASCE 2.4.1-6b 1DL+.525EL+.75L.. 0 28.396 2.828 28.396 NA 10.04 ASCE 2.4.1-7 .6DL+1WL 0 16.238 0 16.238 NA NA ASCE 2.4.1-8 .6DL+.7EL 0 16.238 3.771 16.238 NA 4.306 ACI-2005 9-1 II ADL 0 37.89 0 37.89 NA NA ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. 0 33.365 0 1 33.365 NA NA Va-xa:Applied Lateral Force to Cause Sliding Along xa A)as Vr-xa: Resisting Lateral Force Against Sliding Along xa A)as SR-xa: Ratio of Vr-roc to Va-xa RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1_SGT.rft] Page 5 DCG GD-99 DCG GD-99 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Sketch 6 ft 48 t' B W/4 p� in in Nrl '-I V 1 T OD Z D i � ^i D 16 ft l� Details A x B a � C � w Z1 -0 Footing Elevation #5@7 in p1 IC 16 ft Controlling x direction steel requires the following placement: Region 1 (starts at A): 72 in Steel: 2.15 in (7#5 @11 in) Region 2(middle): 48 in Steel: 3.07 in(10#5 @5 in) Region 3(ends at B): 72 in Steel: 2.15 in(7#5 @11 in) Bottom Rebar Plan 48 in N N 'i G G E-:__ 8#6 10 Ln Pedestal Rebar Plan Geometry Materials and Criteria Length :16 ft eX :0 in Gross Allow. Bearing :2666 psf(gross) Steel fy :60 ksi Width :4 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.002 Thickness :18 in pX :11.625 in Concrete fc :3 ksi Maximum Steel :.0075 Height :12 in pZ :48 in Design Code :ACI 318-11 Footing Top Bar Cover :3 in Overturning/Sliding SF :VARIES Phi for Flexure :0.9 Footing Bottom Bar Cover :3 in Coefficient of Friction :0.53 Phi for Shear i 0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil 0 k Phi for Bearing :0.65 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1.rft] Page 1 DCG GD-100 DCG GD-100 Company DCG May 14, 2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Loads P k Vx k Vz k Mx k-ft Mz k-ft Overburden(psi) DL 35.21 100 EL 5.387 -138.28 SL 3.35 +p 41K X +Vz +Over r-�� �+Mx �+Mz 14LE1+44 �— �- A D D C D C A D Soil Bearina Description Categories and Factors Gross Allow-(psi) Max Bearing(psi) Max/Allowable Ratio ASCE 2.4.1-1 1DL 2666 870.381 1 .326 ASCE 2.4.1-2 1DL+ILL+.75LLS 2666 870.381 A .326 ASCE 2.4.1-3a IDL+1RLL+1SL+1SLN+IRL 2666 922.725 A .346 ASCE 2.4.1-4 1 DL+.75LL+.75LLS+.75.. 2666 909.639 A .341 ASCE 2.4.1-5a 1DL+1WL 3545.78 870.381 A .245 ASCE 2.4.1-5b 1DL+,7EL 3545.78 1492.78 A .421 ASCE 2.4.1-6a 1DL+,75WL+.75LL+.75L.. 3545.78 909.639 A .257 ASCE 2.4.1-6b 1DL+.525EL+.75LL+.75.. 3545.78 1376.44 A .388 ASCE 2.4.1-7 .6DL+1WL 3545.78 522.229 A .147 ASCE 2.4.1-8 .6DL+.7EL 3545.78 1155.26 A .326 ACI-2005 9-1 1 1 ADL 1 2666 1218.53 A .457 ACI-2008 9-2 1.2DL+1.6LL+1.6LLS+.5R.. 2666 1070.63 A .402 RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1•DCG Page 2 GD-101 DCG GD-101 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: 1 DL 1 DL+1 LL+.75LLS 1 DL+1 RLL+ISL+1 SLN+IBL+.75LL+.75LLS+.751 DL+1WL QA: 870.381 psf QA: 870.381 psf QA: 922.725 psf QA: 909.639 psf QA: 870.381 psf QB: 870.381 psf QB: 870.381 psf QB: 922.725 psf QB: 909.639 psf QB: 870.381 psf QC: 870.381 psf QC: 870.381 psf QC: 922.725 psf QC: 909.639 psf QC: 870.381 psf OD: 870.381 psf QD: 870.381 psf QD: 922.725 psf QD: 909.639 psf QD: 870.381 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in 1DL+.7EL 1DL+.75WL+.75LL+.75L1DL+.525EL+,75LL+.75..6DL+lWL .6DL+,7EL QA: 1492.78 psf QA: 909.639 psf QA: 1376.44 psf QA: 522.229 psf QA: 1155.26 psf QB: 247.979 psf QB: 909.639 psf QB: 442.837 psf QB: 522.229 psf QB: 0 psf QC: 247.979 psf QC: 909.639 psf QC: 442.837 psf QC: 522.229 psf QC: 0 psf QD: 1492.78 psf QD: 909.639 psf QD: 1376.44 psf QD: 522.229 psf QD: 1155.26 psf NAZ:230.249 in NAZ:-1 in NAZ:283.072 in NAZ:-1 in NAZ:173.585 in NAX:-1 in NAX:-I in NAX:-1 in NAX:-1 in NAX:-1 in 1.4DL 1.2DL+1.6LL+1.6LLS+.5R.. QA: 1218.53 psf QA: 1070.63 psf QB: 1218.53 psf QB: 1070.63 psf QC: 1218.53 psf QC: 1070.63 psf QD: 1218.53 psf QD: 1070.63 psf NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in Footing Flexure Design (Bottom Bars) As-min x-dir(Top Flexure) : 9.2 W2 As-min x dir(T&S) : 6.221 inA2 As-min z-dir(Top Flexure) : 2.3 W2 As-min z-dir(T&S) : 1.555 inA2 As-min x dir(Bot Flexure) : 9.2 inA2 As-min z-dir(Bot Flexure) : 2.3 in"2 z-Dir As z-Dir As x-Dir As x Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Cate ones and Factors UC Max (k-ft) in^2 (in A2 UC Max k ft (in"2) in^2 ACI-2008 9-3a 1.5DL+1LL+ILLS+1.. .49121 65.74 1.035 2.148 .03637 16.78 .26 7.363 ACI-2008 9-3b 1.2DL+.8WL+1.6RL.. .40198 53.8 .844 2.148 .02976 13.73 .212 7.363 ACI-2008 9-4 1 .2DL+1.6WL+ILL+1. .37101 49.65 .778 2.148 .02747 12.67 .196 7.363 ACI-20089-5 .2DL+1EL+1LL+ILL. .72131 96.54 1.532 2.148 .02684 12.38 .192 7.363 ACI-2008 9-6 .9DL+1.6WL .26769 35.83 .559 2.148 .01982 9.14 .141 7.363 ACI-2008 9-7 .9DL+1EL 1 .62899 84.18 1.332 1 2.148 1 .01982 1 9.14 1 .141 7.363 Footing Flexure Design (Top Bars) Description Categories and Factors Mu-xx k-ft) z Dir As inZ Mu-zz k-ft x Dir As inZ SW+OB 11 SW+10B-(ACI-2008 9- ,ASCE 2 41- ) 13.922 0 1 0 1 0 Moment Capacity of Plain Concrete Section Along xx and zz= 25.706k-ft,102.826k-ft Per Chapter 22 of ACI 318. RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1•DCG Page 3 GD-102 DCG GD-102 Company DCG May 14, 2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Footinq Shear Check Two Way(Punching)Vc: 413.144 k One Way(x Dir. Cut)Vc 75.586 k One Way(z Dir.Cut)Vc: 302.343 k Punching x Dir. Cut z Dir.Cut Description Categories and Factors Vu k Vu/oVc V k Vu/0Vc Vu k Vu/0VC ACI-2008 9-3a 1.5DL+1 LL+1 LLS+1.6RLL+1.. 48.153 .155 17.539 .309 4.641 .02 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 39.406 .127 14.353 .253 3.798 .017 ACI-2008 9-4 1.2DL+1.6WL+1LL+1LLS+... 36.37 .117 13.247 .234 3.506 .015 ACI-20089-5 1.2DL+1EL+1LL+1LLS+.2S.. 35.541 .115 24.898 .439 3.426 .015 ACI-2008 9-6 .9DL+1.6WL 26.242 .085 9.558 .169 2.529 .011 ACI-2008 9-7 .9DL+IEL 1 26.288 1 .085 1 21.59 .381 2.529 1 .011 Concrete Bearing Check(Vertical Loads Only) Bearing Bc: 2845.8 k Description Categories and Factors Bearing Bu k) Bearing Bu/ABC ACI-2008 9-3a 1.5DL+1 LL+1 LLS+1.6RLL+1.. 59.018 .032 ACI-2008 9-3b 1.2DL+.8WL+1.6RLL+1.6S.. 48.286 .026 ACI-2008 9-4 1.2DL+1.6WL+1LL+1LLS+... 44.601 .024 ACI-2008 9-5 1.2DL+1EL+1LL+1LLS+.2S.. 43.596 .024 ACI-2008 9-6 .9DL+1.6WL 32.195 .017 ACI-2008 9-7 .9DL+1 EL 32.195 .017 Overturning Check(Service) Description Cate ones and Factors Mo-xx k-ft) Ms-xx k-ft Mo-zz k-ft Ms-zz k ft OSF-xx OSF-zz ASCE 2.4.1-1 1DL 0 445.635 0 111.409 NA NA ASCE 2.4.1-2 1DL+ILL+.75LLS 0 445.635 0 111.409 NA NA ASCE 2.4.1-3a 1DL+1RLL+1SL+1SLN.. 0 472.435 0 118.109 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 465.735 0 116.434 NA NA ASCE 2.4.1-5a IDL+1WL 0 445.635 0 111.409 NA NA ASCE 2.4.1-51b IDL+.7EL 106.223 445.635 0 111.409 4.195 NA ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 465.735 0 116.434 1 NA NA ASCE 2.4.1-6b 1DL+.525EL+.75L.. 79.667 465.735 0 116.434 15.846 NA ASCE 2.4.1-7 .6DL+1WL 0 267.381 0 66.845 1 NA NA ASCE 2.4.1-8 .6DL+.7EL 106.223 267.381 0 66.845 2.517 NA ACI-2005 9-1 1 ADL 0 623.889 0 155.972 NA NA ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. 0 548.162 0 137.04 NA NA Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1.rft] Page 4 DCG GD-103 DCG GD-103 Company DCG May 14,2020 Designer SGT Job Number : SPFS SW.G.1 Checked By: Sliding Check(Service) Descri Lion Categories and Factors Va-xx k Vr-xoc k Va-zz k Vr-zz k SR-xa SR-zz ASCE 2.4.1-1 1DL 0 29.523 0 29.523 NA NA ASCE 2.4.1-2 1DL+1LL+.75LLS 0 29.523 0 29.523 NA NA ASCE 2.4.1-3a 1DL+lRLL+1SL+lSLN.. 0 31.299 0 31.299 NA NA ASCE 2.4.1-4 1DL+.75LL+.75LL.. 0 30.855 0 30.855 NA NA ASCE 2.4.1-5a 1DL+1WL 0 29.523 0 29.523 NA NA ASCE 2.4.1-5b 1DL+.7EL 0 29.523 3.771 29.523 NA 7.829 ASCE 2.4.1-6a 1DL+.75WL+.75LL.. 0 30.855 0 30.855 NA NA ASCE 2.4.1-6b lDL+.525EL+.75L.. 0 30.855 2.828 30.855 NA 10.91 ASCE 2.4.1-7 .6DL+1WL 0 17.714 0 17.714 NA NA ASCE 2.4.1-8 .6DL+.7EL 0 17.714 3.771 17.714 NA 4.698 ACI-2005 9-1 1.4DL 0 41.333 0 41.333 NA NA ACI-2008 9-2 1.2DL+1.6LL+1.6LL.. 0 36.316 0 36.316 NA I NA Va-roc:Applied Lateral Force to Cause Sliding Along roc A)as Vr-xa: Resisting Lateral Force Against Sliding Along roc A)as SR-roc: Ratio of Vr-roc to Va-roc RISAFoot Version 4.00 [P:\...\...\...\...\...\SW.G.1.rft] Page 5 DCG GD-104 DCG GD-104 THIS PAGE INTENTIONALLY LEFT BLANK DCG LD-1 DCG LD-1 STRUCTURAL CALCULATIONS LATERAL DESIGN SMOKEY POINT FIRE STATION ARLINGTON, WA Seattle Mount Vernon Federal Way Whidbey Island 9706 4`h Ave NE,Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 DCG tel 206.523.0024 tel 360.331.4131 LD-2 DCG LD-2 THIS PAGE INTENTIONALLY LEFT BLANK DCG LD-3 DCG LD-3 Dale: 5/1512020 Made By: SGT Protect: Smoke'Point Fire Rattan Dr:Krl9non: 160rW Base Shur Wind Design per ASCE 7-10 Chapter 26&28(onvdopepmcodure) Basic Wind Speed,V3,= 115 mph Per ASCE 7-10 Section 26 5 Topographical Multiplier,KT s= 1.00 See attached celc if different then 100 Modified Basic Wind Speed,V3.= 115 mph SEA W recommendelion for Simplified Design Exposure= C Per ASCE 7-10 Section 26 7 Importance Factor,Iw= 1.00 Roof Slope= 6.00 :12 = 26.57 degrees Front/Back Width Dimension= 92.67 ft RoofProfle= Hip Side Width Dimension= 154 ft RoofProfle= Gable Eave Height= 20.00 ft Mean Roof Ht.= 22.75 ft Edge Strip Width,a= 8.00 ft End Zone Widths= 16.00 ft Basic Table for Exp B,ht.=30' From Figure 28.6.1 in ASCE 7-10: HORIZONTAL LOADS(LRFD, sf) Basic Wind Roof End zone Interior zone Speed V„(mph)I Angle Wall"A" I Roof"B"I Wall"C"I Roof"D" 0 to 5 21.0 -10.9 13.9 -6.5 10 23.7 -9.8 15.7 -5.7 115 15 26.3 -8.7 17.5 -5.0 20 29.0 -7.7 19.4 -4.2 25 26.3 4.2 19.1 4.3 30 to 45 1 23.6 16.1 18.8 12.9 Basic Table modified for:­,t.wp!c hnc: ,,1x,1Value HORIZONTAL LOADS(LRFD, sf) Basic Wind Roof End zone Interior zone Speed,V„(mph) Angle Wall"A" Roof"B" Wall"C" Roof"D" 115 26.57 23.6 16.1 18.8 12.9 'loads interpolated after 12:12 from roof to vertical wall Design Wind Presures,p, HORIZONTAL LOADS(LRFD,psf) Basic Wind Roof End zone Interior zone Speed V,(mph) Angle Wall"A" Roof"B" Wall"C" Roof"D" 115 26.57 30.4 20.8 24.3 16.6 ])Horizontal loads are found by adjusting psw wild the Adimtm®l Factor for Building Height and Exposure,?, WIND FORCES: Front/BackDirection:(South Side) Location Width Height Plane End Zone End Zone Inn Zone Int Zone Force(LR )i Force(ASD), feet feet Area pressure Area vressure kips kips ROOF Top Roof to Plate 92.7 6,92 roof 248.0 20.77 1251.0 16.64 26.0 15.6 Walls Plate to Mid 92.7 1&08 wall 241.0 30A4 1231.0 24.25 37.2 22.3 E= 6 . Total Wind Base Shear(ASD,kips),Vsn,= 37.9 Side Direction:(East Side) Location W tath Plane End Zone Eno Zone inn Zone Int Zone force(LREU)t I'Drce(ASD)2 feet feet Area pressure Area Dressure kips ki s ROOF T.O.Roof to Plate 154 0 0.00 roof U.0 _. 30.44 0 0 24.25 U.0 0.0 Walls Plate to Mid 154.0 18.08 wall 3050 30.44 1233.0 24.25 39.2 215 1)Design Force,F=h(LQ•prz+L�p¢) Total Wind Base Shear(ASD,kips),Vsu,= 23.5 2)ASD=0.6•LRFD for wind per ASCE Chapter 2 DCG LD-4 DCG LD-4 Date: 5/15/2020 Made By: SGT Project: Smokey Point Fire Station Description: Seismic Weights DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS: Unit Roof Weight: 12 psf Unit Floor Weight: 15 psf Unit Exterior Wood Wall Wt: 10 psf Unit Interior Wood Wall Wt: 7 psf Unit Exterior 12"CMU Wt: 133 psf Unit Exterior 8"CMU Wt: 83 psf LOCATION LENGTHIAREA HEIGHT UNIT WT. Total Wt. Sub-Total ROOF LEVEL: (lbs) (kips) Roof 11839 1 12 = 142068 Ext.Wood Wall Below,West 280 5.188 10 = 14525 Int.Wall Below,West 529.5 5.188 7 = 19227 Mezzanine N-S wall(GL4) 58.58 6.17 7 = 2529 Mezzanine N-S wall(GL3) 47.33 6.17 7 2043 Mezzanine E-W Ext wall 63.17 4.75 10 = 3000 Mezzanine E-W Int wall 63.17 5.33 7 = 2358 Mezzanine East Ext wall 11.33 5.04 10 = 571 Mezzanine Int Room wall 31.83 5.04 7 1123 App Bay 8"CMU 46.00 12.67 83 = 48355 App,Bay 12"CMU 20.00 12.67 133 = 33693 App Bay Ext wall 82.75 10.46 10 = 8654 278.1 Kips MEZZANINE: Floor 1280 1 15 = 19200 Light Storage 1280 1 31.25 40000 (25%of 125 psf) Mezzanine N-S walls Above(GL4) 58.6 6.17 10 = 3613 Mezzanine N-S walls Below(GL4) 58.6 5.26 7 = 2157 Mezzanine N-S walls Above(GL3) 47.3 6.17 7 = 2043 Mezzanine N-S walls Below(GL3) 58.6 5.26 83 = 25578 Mezzanine E-W Ext wall Above 63.17 4.75 10 = 3000 Mezzanine E-W Ext wall Below 63.17 5.26 10 = 3323 Mezzanine E-W Int wall Above 63.17 5.33 7 = 2358 Mezzanine E-W Int wall Below 63.17 5.26 7 = 2326 Mezzanine East Ext wall Above 11.33 5.04 10 = 571 Mezzanine East Ext wall Below 11.33 5.26 83 = 4948 Mezzanine Int room wall Above 31.83 5.04 7 = 1123 Mezzanine Int room wall Below 85.50 5.26 7 = 3148 113.4 Kips Ground Level Ext.Wood Wall Below,West 280 5.1875 10 = 14525 Int.Wall Below,West 529.5 5.19 7 = 19227 Mezzanine N-S walls Below(GL4) 58.6 5.26 7 = 2157 Mezzanine N-S walls Below(GL3) 58.6 5.26 83 = 25578 Mezzanine E-W Ext wall Below 63.2 5.26 10 = 3323 Mezzanine E-W Int wall Below 63.17 5.26 7 = 2326 Mezzanine East Ext wall Below 11.33 5.26 83 = 4948 Mezzanine Int room wall Below 85.50 5.26 7 = 3148 App Bay 8"CMU 129.33 12.67 83 = 135955 App Bay 12"CMU 20.00 12.67 133 = 33693 244.9 Kips STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 391.5 Kips TOTAL WEIGHT OF STRUCTURE: 636.4 Kips DCG LD-5 DCG LD-5 Date: 5/15/2020 MM Made By: 5GT Project: Smokey Point Fire Station Descnptuon: Seismic Story Shear Seismic Design per ASCE 7-10 Chapters 11&12 Seismic Use Group= IV PerASCE 7-10 Table 1.5-1 Site Classification= D Refer to attached sheet for Map specified variables SS= 1.080 Fa= 1.068 From attached sheet S, = 0.421 Fv= 1.579 From attached sheet SIDS= 0.769 =0.67*Fa*Ss PerASCE7-10 Eq. 11.4-3 SDt = 0.443 =0.67*F v*S 1 Per ASCE 7-10 Eq. 11.4-4 Building Height, h„= 22.0 ft Building Period Coefficient, CT= 0.020 PerASCE 7-10 Table 12.8-2 Approx. Fundamental Period,Ta= 0.203 =C r.(h„)0'75 PerASCE 7-10 Eq. 12.8-7 Response Spectrum,S.= 1.0800 PerASCE 7-10 Section 11.4.5 Response Modification Factor, R= 5 PerASCE 7-10 Table 12.2-1 Occupancy Importance Factor, le= 1.50 PerASCE 7-10 Section 11.5 Seismic Design Catergory= D PerASCE 7-10 Section 11.6 Redundancy Factor, p= Calculation Required PerASCE 7-10 Section 12.3.4 Calculated Redundancy Factor,p= 1.0 Seismic Response Coefficient Cs=SDs/(R/le) Cs= 0.231 PerASCE 7-10 Eq. 12.8-2 Seismic Response Coefficient,Maximum Cs MAX=SID1/T(R/1) Cs,MAX= 0.654 PerASCE 7-10 Eq. 12.8-3 Seismic Response Coefficient.Minimum Cs,MIN=0.044SDs•1 Cs,MIN= 0.051 PerASCE 7-10 Eq. 12.8-5 Cs= 0.231 Seismic Base Shear,V= 0.231 *W PerASCE 7-10 Eq. 12.8-1 W= 391.534 kips V= 90.32 kips LRFD Load Vtina,=0.7pV= 63.23 kips ASD Load Story Total Story ASD Story ASD Story Floor Height Height Weight Force Shear H hX WX Fi V (ft) (ft) (kips) (kips)2 (kips) Roof 23.00 23.00 391.5 9005.3 63.23 63.23 Base 0.00 0.00 244.9 0.0 0.0 63.23 ASD k= 2 Sum= 9005.3 DCG LD-6 DCG LD-6 Date: 5/15/2020 . Made By: SGT Project: Smokey Point Fire Station Description Seismic Story Shear Seismic Design per ASCE 7-10 Chapters 11&12 Seismic Use Group= IV PerASCE 7-10 Table 1.5-1 Site Classification= E Refer to attached sheet for Map specified variables SS= 1.080 Fa= 0.900 From attached sheet St = 0.421 Fv= 2.400 From attached sheet SIDS= 0.648 =0.67*Fa*S s PerASCE 7-10 Eq. 11.4-3 SDt = 0.674 =a67*F *S I PerASCE 7-10 Eq. 11.4-4 Building Height, hr,= 22.0 ft Building Period Coefficient, CT= 0.020 PerASCE 7-10 Table 12.6-2 Approx. Fundamental Period,Ta= 0.203 =C 7.(h„)0'75 PerASCE 7-10 Eq. 12.8-7 Response Spectrum, Sa= 1.0800 PerASCE 7-10 Section 11.4.5 Response Modification Factor, R= 5 PerASCE 7-10 Table 12.2-1 Occupancy Importance Factor, le= 1.50 PerASCE 7-10 Section 11.5 Seismic Design Catergory= D PerASCE 7-10 Section 11.6 Redundancy Factor, p= Calculation Required PerASCE 7-10 Section 12.3.4 Calculated Redundancy Factor,p= 1.0 Seismic Response Coefficient Cs=SDS/(R/le) Cs= 0.194 PerASCE 7-10 Eq. 12.8-2 Seismic Response Coefficient,Maximum Cs Max=SDt(T(R/1) Cs,MAx= 0.995 PerASCE 7-10 Eq. 12.8-3 Seismic Response Coefficient,Minimum Cs,MIN=0.044SDs•1 Cs,MIN= 0.043 PerASCE 7-10 Eq. 12.8-5 Cs= 0.194 Seismic Base Shear,V= 0.194 *W PerASCE 7-10 Eq. 12.8-1 W= 391.534 kips V= 76.11 kips LRFD Load Vfi.al=0.7pV= 53.28 kips ASD Load Story Total Story ASD Story ASD Story Floor Height Height Weight Force Shear H hX WX Fi V (ft) (ft) (kips) (kips)2 (kips) Roof 23.00 23.00 391.5 9005.3 53.28 53.28 Base 0.00 0.00 244.9 0.0 0.0 53.28 ASD k= 2 Sum= 9005.3 DCG LD-7 DCG LD-7 Date: 5/15/2020 Made By: SGT A I C ' ;' Project: Smokey Point Fire Station Description: lateral Design Loads Level Wind Front/Back Wind Side Seismic (kips) ki s (kips) Roof/Metz 37.90 23.51 63.23 Total 37.90 23.51 63.23 Controlling: Front/Back- Seismic Side- Seismic 63.23 K 63.23 K Front/Back Direction Side Direction DCG 0 is3m =.CO O O O A.,a A.K oN .c•x _ FL aj > r Z'6'MS -- 6'6 MS -� CD Lq E o v N I A.' 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KIM Date: Client: Carletti Arch Project: Smokey Point Fire Station Wall Line: Wall SW.7.1 Ll(h) tolitt) 1.21ftl V(lb c c e L_(ft) Shear Wall Calculation Variables V 7750 lbf Opening 1 Ad).Factor Method= Ll SAS ft hall 2bs/h 6.00fti Wall Pier Aspect Ratio Adl,Factor L21_ 13.fiD hi hol S.SO ft� P1=hot/L3= 107 hwan ry/q 14.SOft hblf_ 3.00 ft, P2=ho2/L2= 0.qp N/A Lwmi 22.75ft Lo1C 4.00ft� 1.Hold-down forces:H=Vhw•,,/L_,, 4940 lbf 6.Unit shear beside opening 2.Unit shear above+below opening V1=(V/L)(L1+Tl)/Ll= 413 plf Firrto opening:Val V2=(V/L)(T2+L2)/L2= 413 If P g =H/(hal+hbl)= 549 If P P Check Vl•L1+V2•L2=V7 775016f OK 3.Total boundary fora above+below openings First opening:Ol=Val x(Lol)= 239516f 7.80992M to Comer foxes R1=Vl•L1= 2129lbf 4.Corner forces R2=V2'1.2= 5621 lbf F3=OS(L3)/(L3+L2)= 603lbf 8.Difference comer force+resistance F2=01(L2)/(Ll+L2)= 1592 lbf Rl-F1= 152616f S.Tributary length of openings R2-F2= 4029 lbf T1=(L1•lol)/(li+L2)= 1.SOft 9.Unit shtar In comer zones T2=(L2•Lol)/(Ll+L2)= 2.90ft vc1=(Rl-Fl)/L1= 296 plf vc2=(R2-F2)/L2= 296 plf VV(lb� N 7 Check Summary of Shear Values for One Opining Une 1:vd(hai+hbl)WS(hol)=Hi line2:vat(hal+hbl}•vcl(hai+hbl►-Vl(Ig1)=07 2666 2273 494016f Line 3:vc2(hal+hbl)+V2(ho1rH7 4940 2666 2273 p 2666 2273 494016f Design Summary Reel.Sheathlrtg Capis 549 pit 4-Term Deflection 0.585 In. Req.Strap For 1592 lbf 3-Term Deflection 0.661 in. 47erm Story Drill% 0.013% 3-Term Story Drift% 0.01.5 Req.HD Force(H) 4940 Ibf see Page z Req.Shear Wall Anchorage Force(v,,,,,) 341 plf See Page 3 DCG LD-17 DCG LD-17 Force Transfer Around Openings Calculafor APA Project Information Code: 2015 NDS Date: Designer: KIM Client: Carletti Arch. Project: Smokey Point Fire Station Wall Line: SW.E.1 Lllft) LoI00 1.20t) Lo20t) olft) V(lb _ F 8 Y L—(ft) Shear Wall Calculation Variables V1 5850 lbf) Opening 1 Opening 2 Adj.Factor Method=: 2bs/h LS 3.SO* hal 3.38ft hat 3.38ft Wall Pier Aspect Ratio Adj.Factor L2 4.66 ft hol 4.00 ft ho2 4.00 ft Pl=hot/L1= 1.14 N/A L3 3.46ft hbl 3.00 fil hb2 3.00ft P2=ho2/L2= 0.86 N/A hw.11 10.38ft Lol 3.DO ft] Lot 3.00ft P3=ho3/L3= 1.16 N/A L-11 17.62 ft 1.Hold-down forces:H=Vhwaii/L 11 3445 lbf 6.Unit shear beside opening 2.Unit shear above+below opening V1=(V/L)(L1+Tl)/Ll= 454 pif First opening:val=vbl=H/(hal+hbl)= 540 plf V2=(V/L)(T2+L2+T3)/L2= 577 pif Second opening:va2=vb2=H/(ha2+hb2)= 540 plf V3=(V/L)(T4+L3)/L3= 455 plf Check Vl'Ll+V2•L2+V3•L3=V? 5850 lbf OK 3.Total boundary force above+below openings First opening:01=val x(Lol)= 1621 lbf 7.Ressstance to corner forces Second opening:02=va2x(Lo2)= 1621 lbf R1=V1'1_3= 158916E R2=V2'L2= 2688 lbf 4.Corner forces R3=V3•1_3= 15731bf F1=01(Ll)/(Ll+L2)= 695lbf F2=01(L2)/(Ll+L2)= 926lbf S.Difference comer force+resistance F3=02(L2)/(L2+L3)= 930lbf R1-F1= 894 lbf F4=02(L3)/(L2+L3)= 691 lbf R2-F2-F3= 832lbf R3-F4= 882lbf 5.Tributary length of openings T3=(Ll`Lol)/(LS+L2)= 1.29 ft 9.Unit shear In comer zones T2=(L2•Lol)/(LI+L2)= 1.71ft vcl=(Rl-Fl)/L1= 255 pif T3=(L2+Lo2)/(L2+L3)= 1.72 ft vc2=(R2-F2-F3)/L2= 178 plf T4=(L3-Lo2)/(L2+L3)= 1.28 It vc3=(R3-F4)/L3= 255 plf V(lbl N � HIIb) .—..—.— .—.--ram.—�—�.--•--•--�yr H(Ib) Check Summary of Shear Values for Two Cipendnics Line l:va1(ha1+hb1)+V1(ho1)=H7 1628 1816 3445 lbf Line 2:val(hal+hbl)-vcl(hal+hbl)-Vl(hol)=O? 3445 1628 1816 0 Line 3:vc2(hal+hbl)+V2(hol)-val(hal+hbl)=O? 1138 2307 3445 0 Line 4:va2(ha2+hb2)-V2(ho2)-vc2(ha2+hb2)=O? 3445 2307 1138 0 Line 5:va2(ha2+hb2)-vc3(ha2+hb2)-V3(ho2)=O? 3445 1626 1819 0 Line 6:vc3(ha2+hb2)+V3(ho2)=H? 1626 1819 3445 lbf Design Summary Req.Sheathing Capacity 577 plf 4-Term Deflection 0.839 in. 3-Term Deflectioni 0.834 in. Req.Strap Forcel 930 lbf 4-Term Story Drift%1 0.027% 1 3-Term Story Drift%1 0.027% Req.HD Forcel 3445 lbf See Page 2 See Page 3 Req.Shear Wall Anchorage Forcel 332 plf DCG LD-18 DCG LD-18 Force Transfer Around Openings Calculator APA Project Information Code: 2015 NDS Date: Designer. KJM Client: Cariottl Arch. Project: Smokey Point Fire Station Wall Line: Wall SW.8.1 LWO LOW) 1200 1,6200 1.3111 Lotlltj mW V lib _ SE$ 2 g L-011 Shear Wall Calculation Variables V 11100 lbf! Opening 1 Opening 2 Opening 3 Adj.Factor Method 2bs h Li 5.50 ft ha1 3.33 ft ha2 3.33 ft ha3 3.33 ft Wall Pier Aspect Ratio Adj.Factor L2 4.00ft hol 4.00ft hot 4.00ft ho3 4.00ft P1=hol/L1= 0.73 N/A L3 6.00 ft hill__ 3.00 ft hb2 3.00 ft hb3 3.00 ft P2=ho2/L2= 1.00 N/A l4 4.00It Lot 4- Lot 4,OOh Loa 4.00ft P3=ho3/L3= 0.67 N/A .00 fthw,e 10.33 ft P4=ho3/L4= 1.00 N/A L.." 31.50 ft 1.Hold-down forces:H=Vh_ii/L,,,,ii 3640 lbf 6.Unit shear beside opening 2.Unit shear above+below opening V3=(V/L)(Ll+Tl)/Ll= 501 plf First opening:val=vbl=H/(hal+hbl)= 575 plf V2=(V/L)(T2+L2+T3)/L2= 642 pif Second opening:va2=vb2=H/(ha2+hb2)= 575 pif V3=(V/L)(T4+L3+TS)/L3= 634 pif Third opening:va3=vb3=H/(ha3+hb3)= 575 pif V4=(V/L)(T6+L4)/L4= 493 pif Check Vl-Ll+V2•L2+V3'L3+V4•L4=V7 11100 lbf OK 3.Total boundary force above+below openings First opening:01=valx(Lo1)= 2300 lbf 7.Reslstanceto cornerforces Second opening:02=va2x(Lo2)= 2300 lbf R1=V1•L1= 2754 lbf Third opening:03=va3 x(Lo3)= 2300 lbf R2=V2'1_2= 2567 lbf R3=V3•L3= 3806 lbf 4.Corner forces R4=V4•L4= 19731bf F1=01(Ll)/(Ll+L2)= 1332 lbf F2=01(L2)/(Ll+L2)= 969lbf 8.Difference comer force+resistance F3=02(L2)/(L2+L3)= 9201bf R141= 1422 lbf F4=02(L3)/(L2+L3)= 1380 lbf R242-F3= 678lbf F5=03(L3)/(L3+L4)= 1380 lbf R3-F4-FS= 1045 lbf F6=03(L4)/(L3+L4)= 920lbf R446= 1053 lbf S.Tributary length of openings 9.Unit shear In comer zones T1=(L1-Lo1)/(L1+L2)= 2.32 ft vcl=(Rl-Fl)/L3= 259 plf T2=(L2-Lol)/(Ll+L2)= 1.68 ft vc2=(R2-F2-F3)/L2= 170 plf T3=(L2'Lo2)/(L2+L3)= 1.60 ft vc3=(R3-F4-FS)/L3= 174 plf T4=(L3•Lo2)/(L2+L3)= 2.40ft vc4=(R4-F6)/L4= 263 PH TS=(L3-Lo3)/(L3+L4)= 2.40 ft T6=(L4-Lo3)/(L3+L4)= 1.60ft DCG LD-19 DCG LD-19 Project Information Code: 2015 NDS Date: Designer: KJM Client: Carletti Arch. Project: Smokey Point Fire Station Wall Line: Wall SW.8.1 V e1 N 1 N Check Summary of Shear Valves for Three Openings Line 1:vcl(hal+hbl)+Vl(ho1)=H? 1637 2003 36401bf Line 2:val(hal+hbl)-vcl(hal+hbl)-V1(hol)=07 3640 1637 2003 0 Line 3:vc2(hal+hbl)+V2(hol)-val(hal+hbl)=07 1073 2567 3640 0 Lino 4:va2(ha2+hb2)-V2(ho2)-vc2(ha2+hb2)=07 3640 2567 1073 0 Line 5:va2(ha2+hb2)-vc3(ha2+hb2)-V3(ho2)=07 3640 1103 2537 0 Line 6:va3(ha3+hb3)-V3(ho3)-vc3(ha3+hb3)=07 3640 2537 1103 0 Line 7:va3(ha3+hb3)-vc4(ha3+hb3)-V4(ho3)=07 3640 1667 1973 0 Line 8:vc4(ha3+hb3)+V4(ho3)=H7 1667 1973 3640 Ibf Design Summary Req.Sheathing Capacity 642 oif 4-Term Deflection 0.750 in. 3-Term Deflection 0.691 Req.Strap Force 1380 Ibf 4-Term Story Drift% 0.024% 3-Term Story Drift% 0.022 Y Req.HD Force(H) 3640 Ibf See Page 3 See Page 4 Req.Shear Wall Anchorage Force(v,,,,,,) 352 Of DCG LD-20 DCG LD-20 Force Transfer Around Openings Calculator APA Project Information Code: 2015 NDS Date: Designer: KJM Client: Carletti Arch. Project. Smokey Point Fire Station Wall Une: Wall SW.H.1 L1ift) LoUltt L2{I11 Lo2{ftl 1.300 lollhl 1.400 V Ulb q 9 j S Shear Wall Calculation Variables V 3810lbf f Opening 1 Opening 2 Opening 3 Adl.Factor Method=' 2bs/h L7 5.16ftr hat10.38ft hat 10.38ft ha3 10.38ft Wall Pier Aspect Ratio Adj.Factor L2 - 4,00ft hot S.SOft hot 5.50ft ho3 S.Soft P1=ho1/U= 1.07 N/A L3 4.00 ft hbl3.17 ft hb2 3.17 h hb3 3.17 ft P2=ho2/L2= 1.38 N/A L4 4.75 ft Lair4.00 ft Lo2[:-4.00 ft Lo3 4.00 ft P3=ho3/L3= 1.38 N/A hw,r 19.04 ft P4=ho3/L4= 1.16 N/A L_. 29.91 ft 1.Hold-down forces:H=Vh_,JL-ll 2426 lbf 6.Unit shear beside opening 2.Unit shear above+below opening V1=(V/L)(LS+Tl)/L1= 183 pif First opening:vat=vb1=H/(hal+hbl)= 179 pif V2=(V/L)(T2+L2+T3)/L2= 247 plf Second opening:vat=vb2=H/(ha2+hb2)= 179 pif V3=(V/L)(T4+L3+TS)/L3= 249 pif Third opening:va3=vb3=H/(ha3+hb3)= 179 plf V4=(V/L)(T6+L4)/L4= 186 pif Check VI•Ll+V2-L2+V3'L3+V4`L4=V7 3810 lbf OK 3.Total boundary force above+below openings First opening:01=valx(Lol)= 716lbf 7.Resistance to corner forces Second opening:02=va2 x(Lo2)= 716lbf R3=V1•L1= 944lbf Third opening:03=va3 x(Lo3)= 716lbf R2=V2-L2= 987lbf R3=V3'1.3= 997lbf 4.Corner forces R4=V4'1_4= 882lbf F1=O3(Ll)/(Ll+L2)= 404lbf F2=O3(L2)/(Ll+L2)= 313lbf S.Difference comer force+resistance F3=02(L2)/(L2+L3)= 358lbf R1-F3= 541 lbf F4=02(L3)/(L2+L3)= 3581bf 1124243= 316lbf F5=03(L3)/(L3+L4)= 328 lbf R3-F4-F5= 311 lbf F6=03(L4)/(L3+L4)= 389 lbf R4-F6= 493 lbf S.Tributary length of openings 9.Unit shear in comer zones T1=(Ll-Lol)/(Ll+L2)= 2.25 ft vcl=(Rl-Fl)/L1= 105 pif T2=(L2•Lol)/(Ll+L2)= 1.75 It vc2=(R2-F2-F3)/L2= 79 plf T3=(L2-Lo2)/(L2+L3)= 2.00 ft vc3=(R3-F4-FS)/L3= 78 pif T4=(L3i Lot)/(L2+L3)= 2.00 ft vc4=(R4-F6)/L4= 104 plf TS=(L3•Lo3)/(L3+L4)= 1.83 ft T6=(L4•Lo3)/(L3+L4)= 2.17 ft DCG LD-21 DCG LD-21 Project Information Code: 2015 NDS Date: Designer: KJM Ulent: Carletti Arch. Project, Smokey Point Fire Station Wall Line: Wall SW.H.1 Vv Pow ^•--- �.--.--- �- .---- ------- ---•----.y� HIIhII Check Summary of Shear Values for Three Openings Line 1:vcl(hal+hbl)Wl(hol)-H? 1419 1007 2426:bf Line 2:val(hal+hbl)-vcl(hal+hbl)-Vl(hol)=07 2426 1419 1007 0 Line 3:vc2(hal+hbl)+V2(ho1)-val(hal+hbl)=0? 1069 1357 2426 0 Line 4:va2(ha2+hb2)-V2(ho2)-vc2(ha2+hb2)=07 2426 1357 1069 0 Line 5:va2(ha2+hb2)-vc3(ha2+hb2)-V3(ho2)=0? 2426 1054 1371 0 Line 6:va3(ha3+hb3)-V3(ho3)-vc3(ha3+hb3)=07 2426 1371 1054 0 Line 7:va3(ha3+hb3)-vc4(ha3+hb3)-V4(ho3)=0? 2426 1405 1021 0 Line 8:vc4(ha3+hb3)+V4(ho3)eH7 1405 1021 24261bf Design Summary Req.Sheathing Capacity 249 plf 4-Term DefleNon 0.788 In. 3-Term Deflection 0.881 in. Req.Strap Force 404�Ib�f 4-Term Story Drift% 0.014% 3-Term Story Drift% Req.HD Force(H) 242 See Page 3 See Page 4 Req.Shear Wall Anchorage Force(v„�,) 127 DCG LD-22 DCG LD-22 Force Tronsfer Around Openings Calculafor APA Project Information Code: 2015 NDS Date: Designer. KIM Client: Carlettl Arch, Project: Smokev Point Fire Station Wall Line: Wall SW.B.3 tel:) Loilhl L21it) Lo21h) t3Pi� totRr, Le;tO V(I'll ._...... 1 _I E s I-ft Shear Wall Calculation Variables V, 5930 lbf Opening 1 Opening: Opening 3 Adj.Factor Method= 2bs/h Lh 6.26ft he l 3.38 h ha2 3.38 ft ha3 3.38 ft Wall Pier Aspect Ratio Adj.Factor L2[ __6.26 h' hot 4.00 ft ho2 4.00 ft ho3 4.00 ft P1=hot/L1= 0.64 N/A L3 6.26 ft hbl 3.00 ft hb2 3.00 ft hb3 3.00 ft P2=ho2/L2= 0.64 N/A L4� 6.26 ft Lot 3.00 ft L.o2 3.00 it Lo3 3.00 ft P3=ho3/L3= 0.64 N/A h... 10.38 ItP4=ho3/L4= 0.64 N/A L... 34.04 it 1.Hold-down forces:H=Vh_,,/L,,..ii 2722 Ibf 6.Unit shear beside opening 2.Unit shear above+below opening Vl-(V/L)(Ll+Tl)/U= 325pif First opening:vat=vbl=H/(hal+hbl)= 427 plf V2=(V/L)(T2+L2+T3)/L2= 388 plf Second opening:vat=vb2=H/(ha2+hb2)= 427 plf V3=(V/L)(T4+L3+TS)/L3= 388 plf Third opening:va3=vb3=H/(ha3+hb3)= 427 plf V4=(V/L)(T6+L4)/L4= 325 plf Check Vl'Ll+V2`L2+V3-L3+V4'L4=V7 89301bf OK 3.Total boundary force above+below openings First opening:01=valx(Lol)= 12811bf 7.Resistance to corner forces Second opening:02=va2 x(Lo2)= 12811bf R3=VI'L1- 2036IV Third opening:03=va3 x(Lo3)= 1281 Ibf R2=V2•L2= 2429 Ibf R3=V3'1-3= 24291bf 4.Corner forces R4=V4•L4= 20361bf F1=01(Ll)/(Ll+L2)= 64016f F2=01(L2)/(Ll+L2)= 6401bf B.Difference corner force+resistance F3=02(L2)/(L2+L3)= 640lbf RI-F1= 13951bf F4=02(L3)/(L2+L3)= 6401bf 11242-F3= 11481bf F5=03(L3)/(L3+L4)= 6401bf R3-F4-FS= 1148 Ibf F6=03(L4)/(L3+L4)= 6401bf R4-F6= 13951bf S.Tributary length of openings 9.Unitshear In comerzones Tl=(LI•Lol)/(Ll+L2)- 1.50ft vc1=(Rl-Fl)/L1= 223p1f T2=(L2-Lol)/(Ll+L2)= 1.50 ft vc2=(R2-F2-F3)/L2= 183 plf T3=(L2'Lo2)/(L2+L3)= 1.50 ft vc3=(R3-F4-FS)/L3= 183 plf T4=(L3•Lo2)/(L2+L3)= 1.50 ft vc4=(R4-F6)/L4= 223 p1f T5=(L3'Lo3)/(L3+L4)= 1.50 ft T6=(L4•Lo3)/(L3+L4)= 1.50 ft DCG LD-23 DCG LD-23 Project Information Code: 2015 NDS Date: Designer: KJM Client: Carletti Arch. Project: Smokey Point Fite Station Wall Line: Wall SW.8.1 V Ib N{Ib) .--.---——- ---•-- - Check Summary of Shear Values for Three Openings Line 1:va1(hal+hb1)+V1(ho1)=H? 1421 1301 2722 lbf Line 2:val(hal+hbl)-vcl(hal+hbl)-Vl(hol)=0? 2722 1421 1301 0 Line 3:vc2(hal+hbl)+V2(hol)-val(hal+hbl)=0? 1170 1552 2722 0 Line 4:va2(ha2+hb2)-V2(ho2)-vc2(ha2+hb2)=0? 2722 1552 1170 0 Line 5:va2(ha2+hb2)-vc3(ha2+hb2)-V3(ho2)=0? 2722 1170 1552 0 Line 6:va3(ha3+hb3)-V3(ho3)-vc3(ha3+hb3)=0? 2722 1552 1170 0 Line 7:va3(ha3+hb3)-vc4(ha3+hb3)-V4(ho3)=0? 2722 1421 1301 0 Line 8:vc4(ha3+hb3)+V4(ho3}-H? 1421 1301 27221bf Design Summary Req.Sheathing Capacity 427 D1f 4-Term Deflection 0.465 in. 3-Term Deflection 0.442 in. Req.Strap Force 640 Ibf 4-Term Story Drift% 0.015% 3-Term Story Drift% 0.014% Req.HD Force(H) 27221bf See Page See Page4 Req.Shear Wall Anchorage Force(v_) 262 plf DCG LD-Mal[ Projec&6W.2.1 LD-24 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Reinforced Masonry Wall Design Per ACI 530 13 Wall Length=L= Li Wall Height=H= Floor to Floor Height= (between locations where the wall is supported out of plane) Masonry Block Size= Actual Block width= ACI 530-15.1.1.2.3(c) Equivalent Block Width= Grouted cores= Masonry Block Layout = d Transfer of shear between walls ACI 530-13 4.5,s.1.1.z.1 prevented with isolation joints? No* *Intersecting walls must be considered in design ACI 530-13 5.1.1.2.2 *Connect intersecting walls per TMS 402-13 5.1.1.2.5 Seismic Design Category = D Reinforced Masonry System= Special ASCE 7-16 Table 12.2-1(A)(7,8,9) R= 5 System Allowed? 'Yes, limited to 160 ft building height Sds= 0.759 Reinforcing fy= 60000 psi Masonry Type: Concrete Emu= 0.0025 ACI 530-13 9.3.2(c) Em= 1800000 psi Masonry Strength, f'm= 2000 psi Grout Strength,f'g= 2000 psi Maximum f'm= 4000 psi Maximum f'g= 5000 psi Minimum f'm=1 1500 psi Minimum f'g= 2000 psi f'm check= OK ACI 530-13 9.1.9.1.1 f'm check= OK ACI 530-13 9.1.9.1.2 Mortar Type=1 Portland cement/lime or mortar cement Mortar Type =I M or S Copy of SW.2.1 NewAsm-Shearwall Design(2) DCG Last Saved Date: 2D-May-2020 LD- Projec&8W.2.1 LD-25 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date 20-May-2020 In-Plane LRFD Loads: Axial,P Shear,V Moment,M (kips) (kips) (kip-ft) +M Dead,D 22.40 +V Live,L 0.00 Snow,S 0.69 End 2 End 1 Roof Live, Lr Wind,W Seismic, E 12.60 291.06 Other Load 1 Elevation Other Load 2 Note:Shear and moment are applied as both positive or both negative Live Load<_100 psf and not for ASCE 7-16 2.3.1 Exception 1,ASCE 7-16 public assembly? Yes 2.3.6 Exception 1 Wall self weight= 22.68 kips Included in factored loads below Usable flange(s)self weight(s)= 14.51 kips Included in factored loads below Factored In-Plane LRFD Loads: Axial,Pv Shear,V„ Moment,M (kips) (kips) (kip-ft) 1.4DL 83.4 +/-0.0 +/-0.0 1.2DL+1.6L+0.5L, 71.5 +/-0.0 +/-0.0 1.2DL+1.6L+0.5S 71.9 +/-0.0 +/-0.0 1.2 DL+0.5 L+1.6 L r 71.5 +/-0.0 +/-0.0 1.2DL+1.6Lr+0.5W 71.5 +/-0.0 +/-0.0 1.2DL+0.5L+1.6S 72.6 +/-0.0 +/-0.0 1.2DL+1.6S+0.5W 72.6 +/-0.0 +/-0.0 1.2DL+1.OW+0.5L+0.5Lr 71.9 +/-0.0 +/-0.0 1.2DL+1.OW+0.5L+O.SS 71.5 +/-0.0 +/-0.0 0.9DL+1.OW 53.6 +/-0.0 +/-0.0 (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 80.7 +/-12.6 +/-291.1 (0.9-0.2Sds)DL+1.OE 44.6 +/-12.6 +/-291.1 1.2D+1.OE+0.5L+0.25 71.6 +1-12.6 +1-291.1 (used only for maximum reinforcement checks) 0.9D+1.OE 53.6 +1-12.6 +1-291.1 (used only for maximum reinforcement checks) 0.0 +/-0.0 +/-0.0 (enter custom load combinations names here 0.0 +/-0.0 +/-0.0 and load factors on the Data'sheet under "LRFD Load Combinations".Leave blank if not in use Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer&8W.2.1 LD-26 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date 20-May-2020 Intersecting Walls/Flanges: Intersecting Walls at End 1: ACI 530-13 5.1.1 "Note that all dimension are from the outside face of the wall Side 1 Extent = 3.25 ft Usable Flange Width= 3.25 ft (limited to 0.75•Floor to Floor Height,typ) ACI 530-13 5.1.1.2.3 Side 2 Extent = 0.00 ft Usable Flange Width = 0.00 ft ACI 530-13 5.1.1.2.3 Masonry Block Size in Actual Block width= 7.625 in END 1 Intersecting Wall on End 2: 150 Side 1 Extent= 0.00 ft Usable Flange Width= 0.00 ft Side 2 Extent= 2.67 ft Usable Flange Width= 2.67 ft Masonry Block Size= 12 in Actual Block width= 11.625 in 100 5o SIDE 2 SIDE 1 o -zoo 200 -50 100 150 END 2 Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- - - Projer6e8W.2.1 LD-27 i� Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Vertical Reinforcing layout: Wall End 1: Wall End 2: Reinforcing Size= #5 Reinforcing Size= #5 Bars per cell = 41 Bars per cell =F 4 Reinforcing Location= 1st Cell Reinforcing Location= 1st Cell As,endl= 1.24 in As,end2= 1.24 in Wall Distributed Reinforcing: Reinforcing Size= #5 Reinforcing Spacing= 24.00 "O.C. : a nil 1111 Centered or Each Face= Each Face Effective'd'for Reinforcing= 8.625 in Layers of Reinforcing: 2 2 — As,dist= 0.62 in in U u U U As,dist= 0.31 s 2 rV m c As,dlst,total= 2.38 in Flanges End 1: Flanges End 2 Reinforcing Size= #5 Reinforcing Size= #5 Reinforcing Spacing= 24.00 "O.C. Reinforcing Spacing= 24.00 "D.C. Layers of Reinforcing= 1 Layers of Reinforcing= 2 As,flangel= 0.16 inz/ft As,flange2= 0.31 in2/ft z in As,flangel= 0.50 In As,flange2= 0.83 Ast,total= 5.67 inA2 Reinforcing Geometry Check: OK Horizontal Reinforcing Layout: Reinforcing Size= #7 (Equal in area to 2#5) Spacing=s= 24.0 "O.C. A = 0.60 in Av= 0.30 in2/ft Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projec6b8W.2.1 LD-28 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Reinforcing Checks: Participating Element Requirements: ACI 530-13 7.3.2 Vertical Reinforcing: Svertical= 24 ' O.C. Smax= O.C. ACI 530-13 7.3.2.3.1 Svertical<Smax? (vertical spacing less than 120") Avertical,120= 3.10 in Reinforcing in 120in Z in ACI 530-13 7.3.2.3.1 Avertical,120>Avertical,min? oIK (minimum of 0.20 inz of steel per 120 in of wall) Horizontal Reinforcing: Shor�zonial= 24 O.C. Smax= 120 "O.C. ACI 530-13 7.3.2.3.1 Svertical<Smax? (horizontal spacing less than 120") Ahorizontal,120in= 3.00 In` Reinforcing in 120in Ahorizontal,min= 0.20 InZ ACI 530-13 7.3.2.3.1 Ahorizontal,120>Ahorizontal,min? oK (minimum of 0.20 inZ of steel per 120 in of wall) Special Reinforced SW Requirements: ACI 530-13 7.3.2.6 Vertical Reinforcing Spacing: ACI 530-13 7.3.2.6(a) Svertical- 24 O.C. 1/3*H= 92.4 in 1/3*L= 30.68 in Running Bond= Running Bond Smax 1/3*L, 1/3*H,48"or 24"= 31 "O.C. Svertical<Smax? OIK (Vertical spacing less than 1/3rd the wall length or height and 48"for running bond and 24"otherwise) Horizontal Reinforcing Spacing: ACI 530-13 7.3.2.6(b) Shorizontal— 24 O.C. 1/3*H= 92.4 in 1/3*L= 30.68 in Running Bond= Running Bond Smax<_1/3*L, 1/3*H,48"or 24"= 31 "O.C. (Horizontal spacing less than 1/3rd the wall length or height and 48"for running Svertical<Smax? bond and 24"otherwise) Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD I Projec6b8W.2.1 LD-29 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT ima Date- 20-May-2020 Minimum Area of Reinforcing: ACI 530-13 7.3.2.6(c) Avertical> 1/3*Av: A= 0.30 inL/ft 1/3*Av= 0.10 inL L Avertical= 0.31 In Avertical 2 1/3*Av? OK (minimum vertical steel greater than 1/3rd required shear steel) Avenical,total= 5.67 in' Av,total= 83.2 inL Atotal=Ahorizontal,total+Avertical,total= 88.83 in' 0.002*(Height+Length)*t,om: 8.9 InL Atotal<0.002*(Height+Length)*tnom OK (total steel area greater than 0.002*(wall cross-sectional area)) Minimum Area of Reinforcing: Running Bond= Running Bond ACI 530-13 7.3.2.6.2(c)(1)or(2) Ahorizontal= 83.2 in Ahorizontal,min= 2.33 in' Ahorizontal>Ahorizontal,min? OK (horizontal steel area greater than 0.007*(Anv)for running bond Avertical= 5.67 in' 0.0015 for not running bond) L Avertical,min= 0.77 in Avertical>Avertical,min? OK (vertical steel area greater than 0.007*(wall cross-sectional area)) Reinforced Masonry Wall with In-Plane Loads Requirements: ACI 530-13 9.3.6 Minimum Spacing: Shonzonlal= 24.0 "O.C. Svertical= 24.0 "O.C. Smin= 96.0 " (minimum spacing of 8ft) ACI 530-13 9.3.6.2 Shorizontal>Smin? OK Svertical>Smin?I OK Vertical Reinforcing Area: Avertical 1/3*Av: Av= 0.30 in' 1/3*Av= 0.10 in' L Avertical= 0.31 in Avertical>1/3*Av? OK Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projec�eASW.2.1 LD-30 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 In-Plane Shear Strength: Shear Capacity: ACI 530-139.3.4.1.2 Vn-1-(Vnm+Vns)*yg ACI 530-13 Eq 9-21 SHEAR= ACI 530-13 9.1.4.5 yg- 1.00 Fully Grouted ACI 530-13 9.3.4.1.2 Shear Design Loads: ACI 530-13 7.3.2.6.1.1 1.25*MNI/ Load Combination Pui Vi1 Mul MN1/0 HwaR 2.5*Vul Vu.DESIGN (kips) (kips) (kip-ft) (kip-ft) (kips) (kips) (kips) 1.4DL 83.4 0.0 0.0 1857.5 100.5 0.0 0.0 1.2DL+1.6L+0.5Lr 71.5 0.0 0.0 1787.4 96.7 0.0 0.0 1.2DL+1.6L+0.5S 71.9 0.0 0.0 1789.4 96.8 0.0 1 0.0 1.2DL+0.5L+1.6Lr 71.5 0.0 0.0 1787.4 96.7 0.0 0.0 1.2DL+1.6Lr+0.5W 71.5 0.0 0.0 1787.4 96.7 0.0 0.0 1.2DL+0.5L+1.6S 72.6 0.0 0.0 1793.9 97.1 0.0 0.0 1.2DL+1.6S+0.5W 72.6 0.0 0.0 1793.9 97.1 0.0 0.0 1.2DL+1.OW+0.5L+0.5L 71.9 0.0 0.0 1789.4 96.8 0.0 0.0 1.2DL+1.OW+0.5L+0.55 71.5 0.0 0.0 1787.4 96.7 0.0 0.0 0.9DL+1.OW 53.6 0.0 0.0 1681.4 91.0 0.0 0.0 (1.2+0.25ds)DL+1.OE+0.5L+0.2S 80.7 12.6 291.1 1841.5 99.6 31.5 31.5 (0.9-0.2Sds)DL+1.OE 44.6 12.6 291.1 1627.4 88.1 31.5 31.5 Masonry Shear Strength: ( M )) ACI 530-13 9.3.4.1.2.1 OV.1_0 4.0-1.751' Anv .fm +0.25PuJ ACI 530 13 Eq 9 24 uti d = 92.04 in Anv= 1069.965 in` See table below for masonry shear strength by load combination. Steel Shear Strength: ACI 530-13 9.3.4.1.2.2 Vns = 0.5 (AvAv fy dv ACI 530-13 Eq 9-25 S Vns= 69.0 kips OVm= 55.2 kips Total Shear Strength: OVn - (Vnm+Vns)*yg ACI 530-13 Eq.9-21 Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 2O-May-2020 DCG LD- Projec6e8W.2.1 LD-31 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Maximum Allowed Shear Strength: ACI 530-13 9.3.4.1.2(C) For Mu/(V„*d )<_0.25: Vn,maxi 5(6Anv*f'm1/2)*yg= 287.1 kips ACI 530-13 Eq 9-22 For M„/(Vu*d )>-1.0: Vn,maxz<(4Anv ,+f'm Yg= P l/2)* 191.4 kips ACI 530-13 Eq 9-23 - For 0.25 5 M„/(Vu*d )151.0 ACI 530-13 9.3.4.1.2(C) Linear interpolation between the values from Eq.9-22 and E.q 9-23 Vn,max,Inter=(4/3(5-2*Mu/(Vu*dv)*Anvf'm112)*yg= OV = minimum of V and(Vnm+Vns)*y n n,max g Shear Strength Check: M„/ ��LL Vu.DESIGN Load Combination (Vu*dv) Vnm Vns Vn Vn,max On Vu.DESIGN On Check (kips) (kips) (kips) (kips) (kips) (kips) 1.4DL 0.000 212.3 69.0 281.3 287.1 225.0 0.0 0.00 OK 1.2DL+1.6L+0.5Lr 0.000 209.3 69.0 278.3 287.1 222.6 0.0 0.00 OK 1.2DL+1.6L+0.5S 0.000 209.4 69.0 278.4 287.1 222.7 0.0 0.00 OK 1.2DL+0.5L+1.6Lr 0.000 209.3 69.0 278.3 287.1 222.6 0.0 0.00 OK 1.2DL+1.6Lr+0.5W 0.000 209.3 69.0 278.3 287.1 222.6 0.0 0.00 OK 1.2DL+0.5L+1.6S 0.000 209.6 69.0 278.6 287.1 222.9 0.0 0.00 OK 1.2DL+1.6S+0.5W 0.000 209.6 69.0 278.6 287.1 222.9 0.0 0.00 OK 1.2DL+1.OW+0.5L+0.5Lr 0.000 209.4 69.0 278.4 287.1 222.7 0.0 0.00 OK 1.2DL+1.OW+0.5L+0.5S 0.000 209.3 69.0 278.3 287.1 222.6 0.0 0.00 OK 0.9DL+1.OW 0.000 204.8 69.0 273.8 287.1 219.1 0.0 0.00 OK (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 1.000 127.8 69.0 196.9 191.4 153.1 31.5 0.21 OK (0.9-0.2Sds)DL+1.OE 1.000 118.8 69.0 187.8 191.4 150.3 31.5 0.21 OK Note than Mu/(Vu*d,)is limited to 1.0 per 9.3.4.1.2.1. Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer&8W.2.1 LD-32 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Axial Compressive Strength: ACI 530-13 9.3.4.1.1 & = 0.80[0.80fm(An—Ast) +fyAst] [1 — (o,)2] for T <_ 99 ACI530-13 Eq.9-19 ( lz & = 0.80[0.80fm(An—Ast) +fyAst] l7hT l for' > 99 ACI530-13 Eq.9-20 AXIAL&FLEXURE— 0.9 ACI 530-13 9.1.4.4 f'm= 2000 psi An,wall= 1069.965 in2 An,Flanges,Endl= 297.375 in An,Flanges,End2= 372.465 in An,Total= 1739.805 in Ast— = 0.00 in (since compression steel is not supported laterally,it is Slenderness Factor = 0.653 ignored)ACI 530-13 9.3.2(e) fy= 60000 psi H= 23.1 ft r= 3.36 in TEK 14-01B h/r= 82.50 OPn= 1308.3 Kips, Eq. 9-19 ACI 530-13 Eq.9-19 or Eq.9-20 Note that the axial strength is checked along with the allowable moment using the P-M interaction diagrams that follow. Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projere8W.2.1 LD-33 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Calculation of +Moment Capacity using Interaction Diagram Slenderness included for all axial loads per 9.3.6.3 Load Combination Pu MBEFORE MAFTER PBEFORE PARER Slope,a Intercept,b OMn at Pu (kips) (kip-ft) (kip-ft) (kips) (kips) (kip-ft) 1ADL 83 1677 1656 84 81 0.18930 -233 1672 1.2DL+1.6L+0.5Lr 72 1615 1594 73 69 0.18818 -231 1609 1.2DL+1.6L+0.5S 72 1615 1594 73 69 0.18818 -231 1610 1.2DL+0.5L+1.6Lr 72 1615 1 1594 73 69 0.18818 -231 1609 1.2DL+1.6Lr+0.5W 72 1615 1594 73 69 0.18818 -231 1609 1.2DL+0.5L+1.6S 73 1615 1594 73 69 0.18818 -231 1615 1.2DL+1.6S+0.5W 73 1615 1594 73 69 0.18818 -231 1615 L.2DL+1.OW+0.5L+0.5L 72 1615 1594 73 69 0.18818 -231 1610 1.2DL+1.OW+0.5L+0.55 72 1615 1594 73 69 0.18818 -231 1609 0.9DL+1.OW 54 1532 1511 57 53 0.18671 -229 1513 (1.2+0.2Sds)DL+1.0E+0.5L+0.2S 81 1677 1656 84 81 0.18930 -233 1657 (0.9-0.2Sds)DL+1.OE 45 1469 1448 45 41 0.18562 -227 1465 In-Plane+Moment/Axial Strength Check at P„ Load Combination P„ OMn at P„ M„ M./OMn Check (kips) (kip-ft) (kip-ft) 1ADL 83.4 1672 0 0.00 OK 1.2DL+1.6L+0.5Lr 71.5 1609 0 0.00 OK 1.2DL+1.6L+0.5S 71.9 1610 0 0.00 OK 1.2DL+0.5L+1.6Lr 71.5 1609 0 0.00 OK 1.2DL+1.6Lr+0.5W 71.5 1609 0 0.00 OK 1.2DL+0.5L+1.6S 72.6 1615 0 0.00 OK 1.2DL+1.6S+0.5W 72.6 1615 0 0.00 OK 1.2DL+1.OW+0.5L+0.5Li 71.9 1610 0 0.00 OK 1.2DL+1.OW+0.5L+0.55 71.5 1609 0 0.00 OK 0.9DL+1.OW 53.6 1513 0 0.00 OK (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 80.7 1657 291 0.18 OK (0.9-0.2Sds)DL+1.OE 44.6 1465 291 0.20 OK Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer6t8W.2.1 LD-34 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Calculation of-Moment Capacity using Interaction Diagram Slenderness included for all axial loads per 9.3.6.3 Load Combination Pu MBEFORE MAFTER PBEFORE PAFTER Slope,a Intercept,b OMn at Pu (kips) (kip-ft) (kip-ft) (kips) (kips) (kip-ft) 1.4DL 83.42 -1459 -1442 84 80 -0.19 -192 -1457 1.2DL+1.6L+0.5Lr 71.51 -1407 -1389 74 71 -0.19 -192 -1394 1.2DL+1.6L+0.5S 71.85 -1407 -1389 74 71 -0.19 -192 -1396 1.2DL+0.5L+1.6Lr 71.51 -1407 -1389 74 71 -0.19 -192 -1394 1.2DL+1.6Lr+0.5W 71.51 -1407 -1389 74 71 -0.19 -192 -1394 1.2DL+0.5L+1.6S 72.61 -1407 -1389 74 71 -0.19 -192 -1400 1.2DL+1.6S+0.5W 72.61 -1407 -1389 74 71 -0.19 -192 -1400 1.2DL+1.OW+0.5L+0.5L 71.85 -1407 -1389 74 71 -0.19 -192 -1396 1.2DL+1.OW+0.5L+0.5S 71.51 -1407 -1389 74 71 -0.19 -192 -1394 0.9DL+1.OW 53.63 -1300 -1281 54 50 -0.19 -190 -1299 (1.2+0.2Sds)DL+1.0E+0.5L+0.2S 80.69 -1459 -1442 84 80 -0.19 -192 -1443 (0.9-0.2Sds)DL+1.OE 44.58 -1263 -1244 47 43 -0.19 -190 -1251 In-Plane-Moment/Axial Strength check at P„ Load Combination Pu OM,at Pu Mu Mu/OMn Check (kips) (kip-ft) (kip-ft) 1.4DL 83.4 -1457 0 0.00 OK 1.2DL+1.6L+0.5Lr 71.5 -1394 0 0.00 OK 1.2DL+1.6L+0.5S 71.9 -1396 0 0.00 OK 1.2DL+0.5L+1.6Lr 71.5 -1394 0 0.00 OK 1.2DL+1.6Lr+0.5W 71.5 -1394 0 0.00 OK 1.2DL+0.5L+1.6S 72.6 -1400 0 0.00 OK 1.2DL+1.6S+0.5W 72.6 -1400 0 0.00 OK L.2DL+1.OW+0.5L+0.5L 71.9 -1396 0 0.00 OK 1.2DL+1.OW+0.5L+0.55 71.5 -1394 0 1 0.00 OK 0.9DL+1.OW 53.6 -1299 0 0.00 OK (1.2+0.2Sds)DL+1.0E+0.5L+0.2S 80.7 -1443 -291 0.20 OK (0.9-0.2Sds)DL+1.OE 44.6 -1251 -291 0.23 OK Copy of S W.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec6e8W.2.1 LD-35 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Flexural Steel Check: ACI 530-13 9.3.3.5 M„/(V.*d )= 1.000 (maximum of 1.0) Reinforced Masonry System= Special R= 5 Determine a(steel strain multiplier)per ACI 530-9.3.3.5: a= ACI 530-13 9.3.3.5 Using interaction diagram,determine axial capacity at the balanced condition where the steel strain in the extreme tension reinforcement is equal to a*fy/ES and masonry strain equal to 0.0025 for concrete masonry and 0.0035 for clay masonry. OP,,,Bal= 391.6 kips (at balanced condition) Maximum Flexural Steel Check Load Combination r„ N„/WFn,Bal Check 1ADL 83.4 0.21 OK 1.2DL+1.6L+0.5Lr 71.5 0.18 OK 1.2DL+1.6L+0.5S 71.9 0.18 OK 1.2DL+0.5L+1.6Lr 71.5 0.18 OK 1.2DL+1.6Lr+0.5W 71.5 0.18 OK 1.2DL+0.5L+1.6S 72.6 0.19 OK 1.2DL+1.6S+0.5W 72.6 0.19 OK l.2DL+1.OW+0.5L+0.5b 71.9 0.18 OK 1.2DL+1.OW+0.5L+0.5S 71.5 0.18 OK 0.9DL+1.OW 53.6 0.14 OK 1.2D+1.OE+0.5L+0.2S 71.6 0.18 OK 0.9D+1.OE 53.6 0.14 OK Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LID- Projer6e6W.2.1 LD-36 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Boundary Element Checks: ACI 530-13 9.3.6.5.1 to 9.3.6.5.4 B.E.Screen per 9.3.6.5.1: For symmettric walls:P„<_0.10*Ag*f'm For unsymmetric walls:P„<_0.05*Ag*f',,,and either(M„/V„*dv<_ 1.0)or(V„<_3*A,,,,*f, ,1/2 and mu/V„*dv<_3.01 Is the wall geometrically Yes ACI 530-13 9.3.6.5.1(1) symmetric? 0.10*A9*f'm= 214.0 kips 0.05*Ag*f'm= 107.0 kips 3*A„v*(fm)t/2 143.6 kips Boundary Element Check: Mu/ S*Mu/ ru 4C ru c Load Combination P„ V„ M„ (V„*dv) (V„*dv) 0.10*Ag*f' 0.05*AQ*f' B.E.Req'd (kips) (kips) (kip-ft) 1.4DL 83 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6L+0.5Lr 72 0 1 0 0.00 0.00 Yes I Yes No 1.2DL+1.6L+0.5S 72 0 0 0.00 0.00 Yes Yes No 1.2DL+0.5L+1.6Lr 72 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6Lr+0.5W 72 0 0 0.00 0.00 Yes Yes No 1.2DL+0.5L+1.6S 73 1 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6S+0.5W 73 0 0 0.00 0.00 Yes Yes No 1.2DL+1.OW+0.5L+0.5Lr 72 0 0 0.00 0.00 Yes Yes No 1.2DL+1.OW+0.5L+0.5S 72 0 0 0.00 0.00 Yes Yes No 0.9DL+1.OW 54 0 0 0.00 0.00 Yes Yes No 0.2+0.2Sds)DL+1.OE+0.5L+0.2S 81 13 291 3.01 9.04 Yes Yes No (0.9-0.2Sds)DL+1.OE 45 13 291 3.01 9.04 Yes Yes No Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LID- Projec6e8W.2.1 LD-37 . . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Out-Of-Plane Wall Design: Does the wall meet the *The wall must be simply supported(out of plane)at the top and requirements*to be designed by No bottom with the maximum moment and deflection occuring near 9.3.5.4.2? the mid-height of the wall +IP Out-of-Plane LRFD Loads: Axial,Pf eu w (kips/ft) (inches) (psf) Dead,D 2.92 Live, L 0.00 Snow,S 0.09 Roof Live, Lr 0.00 +w 00 Wind,W 147.20 Seismic, E 39.90 Other Load 1 Other Load 2 Section Pf=Applied Axial Loads Pw=Wall Weight(automatically added to factored loads below) Factored Out-Of-Plane Loads: Axial,P W Axial,Puf w„ P,,f*e /2 w„*h2/8 (kips/ft) (kips/ft) (psf) (kip-in/ft) (kip-in/ft) D 2.9 3.0 0.0 0.0 0.0 D+L 2.9 3.0 0.0 0.0 0.0 D+Lr 2.9 3.0 0.0 0.0 0.0 D+S 3.0 3.0 0.0 0.0 0.0 D+0.75L+0.75Lr 2.9 3.0 0.0 0.0 0.0 D+0.75L+0.75S 3.0 3.0 0.0 0.0 0.0 D+0.6 W 2.9 3.0 88.3 0.0 70.7 D+0.75L+0.75(0.6W)+0.75Lr 2.9 3.0 66.2 0.0 53.0 D+0.75L+0.75(0.6W)+0.75S 3.0 3.0 66.2 0.0 53.0 0.6D+0.6W 1.8 1.8 88.3 0.0 70.7 (1+0.14Sds)D+0.7E 3.2 3.3 27.9 0.0 22.4 D+0.525E+0.75L+0.75S 3.0 3.0 20.9 0.0 16.8 (0.6-0.14Sds)+0.7E 1.4 1.5 27.9 0.0 22.4 0.0 0.0 0.0 0.0 0.0 (enter custom load combinations 0.0 0.0 0.0 0.0 0.0 names here and load factors on the Data'sheet under'A SD Load Combinations".Leave blank if not in use Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projei&6W.2.1 LD-38 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date 20-May-2020 Out-Of-Plane Moment Strength: Out-of-plane momenst must be magnified for second order effects per either 9.3.5.4.2 or 9.3.5.4.3.Section 9.3.5.4.2 requires pinned boundary conditions at top and bottom with the maximum moment near mid-height of the wall. If these requirements are not met then section 9.3.5.4.3 must be used.This section(9.3.5.4.3)does not have the axial stress limits that the previous section does,so can allow higher axial loads. In= 1571.0 in4/ft (1/12*b*d-3) n=EjEm 16.1 fr= 163.0 psi S=1/6*b*d2= 270.28 in3/ft Grouting= Fully Mortar Type= Portland cement/lime or mortar cement Mortar Type= M or S Moment Magnification per 9.3.5.4.2: ACI 530-13 Eq 9-27,9-28,9-29,9-30 M„ = wg 2 + ,P,l +P.9„ ACI 530-13 Eq.9-27 PU= PUw+PUf ACI 530-13 Eq.9-28 Puw= Factored axial load due to wall weight P„f= Factored axial load due to applied loads (a)Where M„< Mcr _ 5Muh2 ACI 530-13 Eq.9-29 b0 48Emin (b)Where Mir<_M„5 M„ = SMcrhz +5(Mu—Mcr)h2 ACI 530-13 Eq.9-30 0 48Em1n 48Emlcr M = (fr+ P )S ACI 530-13 9.3.5.4.4 rr A a 1cr = n(As +f zd )(d — c)+ b33 ACI 530-13 Eq.9-34 v _ ASfy+Pu ACI 530-13 Eq.9-35 C 0.64frmb Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projege8W.2.1 LD-39 - Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Determine design moments(MJ and deflections(6 )and check against deflection limits Max. Iteration Deflection Mir c Icr Mn 6 Error* Check M„ (kip-in/ft) (in) in4/ft) (kip-in/ft) (in) % "Os,max (kip-in/ft) D 55.4 1.594 315.7 100.2 0.000 0.00% OK 0.00 D+L 55.4 1.594 315.7 100.2 0.000 0.00% OK 0.00 D+Lr 55.4 1.594 315.7 100.2 0.000 0.00% OK 0.00 D+S 55.6 1.599 316.2 100.7 0.000 0.00% OK 0.00 D+0.75L+0.75Lr 55.4 1.594 315.7 100.2 0.000 0.00% OK 0.00 D+0.75L+0.755 55.6 1.598 316.1 100.6 0.000 0.00% OK 0.00 D+0.6W 55.4 1.594 315.7 100.2 0.405 0.00% 1 OK 73.07 D+0.75L+0.75(0.6W)+0.75Lr 55.4 1.594 315.7 100.2 0.153 0.00% OK 53.92 D+0.75L+0.75(0.6W)+0.755 55.6 1.598 316.1 100.6 0.153 0.00% OK 53.93 0.6D+0.6W 50.9 1.441 302.7 88.6 0.459 0.00% OK 72.31 (1+0.14Sds)D+0.7E 56.7 1.634 319.0 103.3 0.064 0.00% OK 22.77 D+0.525E+0.75L+0.755 55.6 1.598 316.1 100.6 0.048 0.00% OK 17.05 (0.6-0.14Sds)+0.7E 49.7 1.400 299.1 85.4 0.064 0.00% OK 22.54 *Note that the M and 6„are calculated using iteration.The'Error'is calculated as the difference between the last two iterations of the deflection. If the%error is too large,the initial guess of the deflection can be adjusted below. 6u guess= 0.1 in Ss,max = 1.940 In ACI 530-13 Eq 9-36 Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer&8W.2.1 LD-40 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Check Axial Stress: ACI 530-13 9.3.5.4.2 h/t= 23.1 h/t >_30? No ACI 530-13 9.3.5.4.2 Axial Stress Limit= 0.2*f'm ACI 530-13 Eq.9-26 Axial Stress Limit= 400.0 psi F Axial P„/A9 Stress Check Limit (psi) (psi) D 42.1 400.0 OK D+L 42.1 400.0 OK D+Lr 42.11 400.0 OK D+S 42.81 400.0 OK D+0.75L+0.75Lr 42.1 400.0 OK D+0.75L+0.75S 42.6 400.0 OK D+0.6W 42.1 400.0 OK D+0.75L+0.75(0.6W)+0.75Lr 42.1 400.0 OK D+0.75L+0.75(0.6W)+0.755 42.61 400.0 OK 0.6D+0.6W 25.31 400.0 OK (1+0.14Sds)D+0.7E 46.6 400.0 OK D+0.525E+0.75L+0.755 42.6 400.0 OK (0.6-0.14Sds)+0.7E 20.8 400.0 OK Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD Projec&8W.2.1 LD-41 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Moment Magnification per 9.3.5.4.3: Determine magnified design moments(Mu): ACI 530-13 9.3.5.4.3 M. =V Mu 0 ACI 530-13 Eq.31 M,,,o= factored moment from first-order analyssis 1 P ACI 530-13 Eq.32 1- u Pe :?2 F I,,;, ACI 530-13 Eq.33 Pe - /1- Pu/Pe<_ 1.0 ACI 530-13 9.3.5.4.3 For M❑<Mcr, leff =0.751n For M„>Mcr, leff=Icr wuncr= wcr=1/(1- Mu Load Combination Mu,O ieff,cr Pe,cr Pu 1/0-Pu/P.xr) PJPe,uncr) P„<Pe tP'`Mu,o (kip-in/ft) (in4m (kips/ft) (kips/ft) (kip-in/ft) D 0.0 315.7 73.0 5.9 1.02 1.09 OK 0.00 D+L 0.0 1 315.7 73.0 5.9 1.02 1 1.09 OK 0.00 D+Lr 0.0 315.7 73.0 5.9 1.02 1.09 OK 0.00 D+S 0.0 316.2 73.1 6.0 1.02 1.09 OK 0.00 D+0.75L+0.75Lr 0.0 315.7 73.0 5.9 1.02 1.09 OK 0.00 D+0.75L+0.755 0.0 316.1 73.1 5.9 1.02 1.09 OK 0.00 D+0.6W 70.7 315.7 73.0 5.9 1.02 1.09 OK 76.88 D+0.75L+0.75(0.6W)+0.75Lr 53.0 315.7 73.0 5.9 1.02 1.09 OK 54.19 D+0.75L+0.75(0.6W)+0.755 53.0 316.1 73.1 5.9 1.02 1.09 OK 54.20 0.6D+0.6W 70.7 302.7 70.0 3.5 1.01 1.05 OK 74.44 (1+0.14Sds)D+0.7E 22.4 1 319.0 73.8 6.5 1.02 1.10 OK 22.90 D+0.525E+0.75L+0.75S 16.8 316.1 73.1 5.9 1.02 1.09 OK 17.14 (0.6-0.14Sds)+0.7E 22.4 299.1 69.2 2.9 1.01 1.04 OK 22.60 leff,uncr= 1178.3 in4 ACI 530-13 Eq.9.3.5.4.3 Pe,uncr= 272.4 kips Pe>_Pu Check= OK Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projege8W.2.1 LD-42 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Axial Compressive Strength (OOP Wall Design): —0.80[O. f (A A + A [1— \1 orJ2] for r< 99 P SO ACI 530-13 Eq.9-19 n — m n— st y st ( 2 P„ =0.80[0.80fi (Al,,—At)+fyAst]R-09 for r > 99 ACI530-13 Eq.9-20 AXIAL&FLEXURE_ 0.9 ACI 530-13 9.1.4.4 f.m= 2000 psi An,wall= 139.5 in2 An,Flanges,Endl= 0 In2 An,Flanges,End2— 0 In 2 An,Total= 139.5 in ASt- 0.00 in (since compression steel is not supported laterally,it is Slenderness Factor = 0.653 ignored)ACI 530-13 9.3.2(e) fy= 60000 psi H= 23.1 ft r= 3.36 in TEK 14-01B h/r= 82.50 OP,=, 104.9 Kips, Eq. 9-19 ACI 530-13 Eq.9-19 or Eq.9-20 Note that the axial strength is checked along with the allowable moment using the P-M interaction diagrams that follow. Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projeq6e8W.2.1 LD-43 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Load Combination P. MBEFORE MAHER PBEFORE PAFTER Slope,a Intercept,b OM,at P, D 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.35 D+L 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.35 D+Lr 5.9 9.8 7.4 9.5 3.6 2.42371 1 -14 8.35 D+S 6.0 9.8 7.4 9.5 3.6 2.42371 -14 8.39 D+0.75L+0.75Lr 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.35 D+0.75L+0.75S 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.38 D+0.6W 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.35 D+0.75L+0.75(0.6IM+0.75Lr 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.35 D+0.75L+0.75(0.6IO+0.75S 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.38 0.6D+0.6W 3.5 7.4 7.3 3.6 3.4 2.34050 -14 7.38 (1+0.14Sds)D+0.7E 6.5 9.8 7.4 9.5 3.6 2.42371 -14 8.61 D+0.525E+0.75L+0.75S 5.9 9.8 7.4 9.5 3.6 2.42371 -14 8.38 (0.6-0.14Sds)+0.7E 2.9 7.1 7.1 2.9 2.8 2.32383 -14 7.12 In-Plane+Moment/Axial Strength Check at P„ Load Combination P. OM„at P„ M„* M„/OM„ Check (kips) (kip-ft) (kip-ft) D 5.88 8.35 0.00 0.00 OK D+L 5.88 8.35 0.00 0.00 OK D+Lr 5.88 8.35 1 0.00 0.00 OK D+S 5.97 8.39 0.00 0.00 OK D+0.75L+0.75Lr 5.88 8.35 0.00 0.00 OK D+0.75L+0.75S 5.94 8.38 0.00 0.00 OK D+0.6W 5.88 8.35 6.41 0.77 OK D+0.75L+0.75(0.6W)+0.75Lr 5.88 8.35 4.52 0.54 OK D+0.75L+0.75(0.6W)+0.75S 5.94 8.38 4.52 0.54 OK 0.6D+0.6W 3.53 7.38 6.20 0.84 OK (1+0.14Sds)D+0.7E 6.50 8.61 1.91 0.22 OK D+0.525E+0.75L+0.75S 5.94 8.38 1.43 0.17 OK (0.6-0.14Sds)+0.7E 2.90 7.12 1.88 0.26 OK "Note: M„is either from section 9.3.5.4.2 or 9.3.5.4.3 depending on what the user entered for if the wall could be designed per 9.3.5.4.2. Copy of SW.2.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec&aW.3.1 LD-44 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Reinforced Masonry Wall Design Per ACI 530-13 Wall Length=L= 15.00 ft Wall Height=H= 9.33 ft Floor to Floor Height= 9.33 ft (between locations where the wall is supported out of plane) Masonry Block Size= 8 in ACI 530-15.1.1.2.3(c) Actual Block width= 7.625 in Equivalent Block Width= 7.625 in Grouted cores= Fully Masonry Block Layout = Running Bond ACI 530-13 4.5,5.1.1.2.1 Transfer of shear between walls prevented with isolation joints? No* *Intersecting walls must be considered in design ACI 530-13 5.1.1.2.2 *Connect intersecting walls per TMS 402-13 5.1.1.2.5 Seismic Design Category = Jci Reinforced Masonry System= ES ASCE 7-16 Table 12.2-1(A)(7,8,9) R= System Allowed? Yes, limited to 160 ft building height Sds= 0.759 Reinforcing fy= 60000 psi Masonry Type: Concrete Emu= 0.0025 ACI 530-13 9.3.2(c) Em= 1800000 psi Masonry Strength, f'm= 2000 psi Grout Strength,V.= 2000 psi Maximum Pm= 4000 psi Maximum f g= 5000 psi Minimum Pm= 1500 psi Minimum P,= 2000 psi f'm check= OK ACI 530-13 9.1.9.1.1 f'm check= OK ACI 530-13 9.1.9.1.2 Mortar Type= Portland cement/lime or mortar cement Mortar Type= M or S SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD Projec6eaW.3.1 LD-45 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 In-Plane LRFD Loads: Axial,P Shear,V Moment,M (kips) (kips) (kip-ft) +M Dead,D 16.50 Live, L 11.25 � T j Snow,S 1.35 Roof Live, Lr End 2 End 1 Wind,W Seismic, E 7.57 70.64 Other Load 1 Elevation Other Load 2 Note:Shear and moment are applied as both positive or both negative Live Load<_100 psf and not for ASCE 7-16 2.3.1 Exception 1,ASCE 7-16 public assembly? No 2.3.6 Exception 1 Wall self weight= 11.76 kips Included in factored loads below Usable flange(s)self weights)= 0.00 kips Included in factored loads below Factored In-Plane LRFD Loads: Axial,Pv Shear,V Moment,M, (kips) (kips) (kip-ft) 1.4 D L 39.6 +/-0.0 +/-0.0 1.2DL+1.6L+0.5L, 51.9 +/-0.0 40.0 1.2DL+1.6L+0.5S 52.6 40.0 40.0 1.2DL+1.OL+1.6Lr 39.5 40.0 40.0 1.2DL+1.6Lr+0.5W 33.9 1 40.0 40.0 1.2DL+1.OL+1.6S 41.7 40.0 40.0 1.2DL+1.6S+0.5W 36.1 40.0 40.0 1.2DL+1.OW+1.OL+0.5Lr 40.2 40.0 40.0 1.2DL+1.OW+1.OL+0.5S 39.5 40.0 40.0 0.9DL+1.OW 25.4 40.0 40.0 (1.2+0.2Sds)DL+1.OE+1.OL+0.2S 44.1 47.6 470.6 (0.9-0.2Sds)DL+1.OE 21.1 47.6 470.6 1.2D+I.OE+1.OL+0.2S 39.8 +/-7.6 +/-70.6 (used only for maximum reinforcement checks) 0.9D+1.OE 25.4 +/-7.6 +/-70.6 (used only for maximum reinforcement checks) 0.0 +/-0.0 +l-0.0 (enter custom load combinations names here 0.0 +/-0.0 +/-0.0 and load factors on the Data'sheet under "LRFD Load Combinations"Leave blank if not in use SW.3.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projec&8W.3.1 LD-46 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Intersecting Walls/Flanges: Intersecting Walls at End 1: ACI 530-13 5.1.1 *Note that all dimension are from the outside face of the wall Side 1 Extent = 0.00 ft Usable Flange Width= 0.00 ft (limited to 0.75*Floor to Floor Height,typ) ACI 530-13 5.1.1.2.3 Side 2 Extent = —6-5-61 ft Usable Flange Width = 0.00 ft ACI 530-13 5.1.1.2.3 Masonry Block Size=®in Actual Block width= 7.625 in END 1 Intersecting Wall on End 2: Side 1 Extent= 0.00 ft Usable Flange Width= 0-00 ft Side 2 Extent= 0.00 ft Usable Flange Width= 0.00 ft Masonry Block Size in Actual Block width= 7.625 in 50 SIDE 2 SIDE 1 -800 -600 -400 -200 200 -50 100 END 2 SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projege8W.3.1 LD-47 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date 20-May-2020 Vertical Reinforcing Layout: Wall End 1: Wall End 2: Reinforcing Size= #5 Reinforcing Size= #5 Bars per cell = 21 Bars per cell = 2 Reinforcing Location= 1 st Cell Reinforcing Location= 1 st Cell As,endl= 0.62 in 1 As,end2= 0.62 in' Wall Distributed Reinforcing: Reinforcing Size= #5 Reinforcing Spacing= 24.00 "o.c. TO [10 ❑❑Centered or Each Face= Centered Effective'd'for Reinforcing= 3.813 in Layers of Reinforcing= 1 z — As,dl5t= 0.31 in inz/ft U U U U U +, AS,d ISt= 0. -p � z = s 41 As,dist,total= 2.33 in N MLn Flanges End 1: Flanges End 2 Reinforcing Size= #5 Reinforcing Size= #5 Reinforcing Spacing= 32.00 if O.C. Reinforcing Spacing= 32.00 "O.C. Layers of Reinforcing= 1 Layers of Reinforcing= 0 As,flangel— 0.12 inz/ft A z s, - 0.00 in2/ft flange2— As,flangel= 0.00 In As,flange2— 0.00 in Ast,total= 3.41 inA2 Reinforcing Geometry Check: OK Horizontal Reinforcing Layout: Reinforcing Size= #5 Spacing=s= 24.0 " o.c. A = 0.31 in Av= 0.16 inz/ft SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer6e8W.3.1 LD-48 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Reinforcing Checks: Participating Element Requirements: ACI 530-13 7.3.2 Vertical Reinforcing: Svertical- 24 O.C. Smax= 1ZO "O.C. ACI 530-13 7.3.2.3.1 Svertical<Smax? OK (vertical spacing less than 120") Avertical,120= 1.55 in Reinforcing in 120in Z Avertical,min- 0.20 In ACI 530-13 7.3.2.3.1 Avertical,120>Avertical,min? OK (minimum of 0.20 inz of steel per 120 in of wall) Horizontal Reinforcing: Shorizontal-OOK O.C. Smax- "O.C. ACI 530-13 7.3.2.3.1 Svertical<Smax? (horizontal spacing less than 120") Ahorizontal,120in- 1.55 Inz Reinforcing in 120in Ahorizontal,min- 0.20 InZ ACI 530-13 7.3.2.3.1 Ahorizontal,12o>Ahorizontal,min? OK (minimum of 0.20 in2 of steel per 120 in of wall) Special Reinforced SW Requirements: ACI 530-13 7.3.2.6 Vertical Reinforcing Spacing: ACI 530-13 7.3.2.6(a) Svertical- 24 O.C. 1/3*H= EE37.32 in 1/3*L= 60 in Running Bond= Running Bond Smax 1/3*L, 1/3*H,48"or 24"= 37 "O.C. Svertical<Smax? OK (Vertical spacing less than 1/3rd the wall length or height and 48"for running bond and 24"otherwise) Horizontal Reinforcing Spacing: ACI 530-13 7.3.2.6(b) Shorizontal- 24 O.C. 1/3*H= E37.32 in 1/3*L= 60 in Running Bond= Running Bond Smax<1/3*L, 1/3*H,48"or 24"= E37["O.C. (Horizontal spacing less than 1/3rd the wall length or height and 48"for running Svertical<Smax? OK bond and 24"otherwise) SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer6baW.3.1 LD-49 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Minimum Area of Reinforcing: ACI 530-13 7.3.2.6(c) Avertical 1/3*Av: Av= 0.16 in`/ft 1/3*Av= 0.05 in` L Avertical= 0.16 in Avertical 1/3*Av? OK (minimum vertical steel greater than 1/3rd required shear steel) Z Avertical,total= 3.41 in Av,total= 17.4 inL Atotal=Ahorizontal,total+Avertical,total= 20.76 In` 0.002*(Height+Length)*tnom: 4•7 InL Atotai<0.002*(Height+Length)*tnom OK (total steel area greater than 0.002*(wall cross-sectional area)) Minimum Area of Reinforcing: Running Bond= Running Bond ACI 530-13 7.3.2.6.2(c)(1)or(2) Ahorizontal= 17.4 in L Ahorizontal,min= 0.63 in Ahorizontal>Ahorizontal,min? OK (horizontal steel area greater than 0.007*(Anv)for running bond Avertical= 3.41 in' 0.0015 for not running bond) L Avertical,min= 1.01 in Avertical>Avertical,min? OK (vertical steel area greaterthan 0.007*(wall cross-sectional area)) Reinforced Masonry Wall with In-Plane Loads Requirements: ACI 530-13 9.3.6 Minimum Spacing: Shorizontal= 24.0 O.C. Svertical= 24.0 "O.C. Smin= 96.0 (minimum spacing of 8ft) ACI 530-13 9.3.6.2 Shorizontal Smin? OK Svertical Smin?l OK Vertical Reinforcing Area: Avertical 1/3*Av: Av= 0.16 in` 1/3*Av= 0.05 in` L Avertical= 0.16 in Avertical>1/3*Av? OK SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projere65W.3.1 LD-50 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT In-Plane Shear Strength: Shear Capacity: ACI 530-139.3.4.1.2 OV„=(V_+V,,..)"yf ACI 530-13 Eq 9-21 SHEAR_ 0•8 ACI 530-13 9.1.4.5 yg- 1.00 Fully Grouted ACI 530-13 9.3.4.1.2 Shear Design Loads: ACI 530-13 7.3.2.6.1.1 1.25*MN1/ Load Combination Pi1 Vu1 Mu1 MN1/0 Hwall 2.5*Vu1 Vu.DESIGN (kips) (kips) (kip-ft) (kip-ft) (kips) (kips) (kips) 1.4DL 39.6 0.0 0.0 1838.0 246.3 0.0 0.0 1.2DL+1.6L+0.5Lr 51.9 0.0 0.0 1931.9 258.8 0.0 0.0 1.2DL+1.6L+0.5S 52.6 0.0 0.0 1937.0 259.5 0.0 0.0 1.2DL+1.OL+1.6Lr 39.5 0.0 0.0 1837.8 246.2 0.0 0.0 1.2DL+1.6Lr+0.5W 33.9 0.0 0.0 1794.7 240.4 0.0 0.0 1.2DL+1.OL+1.6S 41.7 0.0 1 0.0 1854.3 248.4 0.0 0.0 1.2DL+1.6S+0.5W 36.1 0.0 0.0 1811.3 1 242.7 0.0 0.0 ;L.2DL+1.OW+1.OL+0.5LI 40.2 0.0 0.0 1843.0 246.9 0.0 0.0 1.2DL+1.OW+1.OL+0.5S 39.5 0.0 0.0 1837.8 246.2 0.0 0.0 0.9DL+1.OW 25.4 0.0 0.0 1729.3 231.7 0.0 0.0 (1.2+0.25ds)DL+1.OE+1.OL+0.25 44.1 7.6 70.6 1872.6 250.9 18.9 18.9 (0.9-0.2Sds)DL+1.OE 21.1 7.6 70.6 1696.1 227.2 18.9 18.9 Masonry Shear Strength: r l 1 ACI 530-13 9.3.4.1.2.1 OYnm -0 �4.0-1.75I M �Jt1 f�! +0.25Pu J ACI 530-13 Eq 9-24 [ l u i 1 d = 180 in Anv= 1372.5 in` See table below for masonry shear strength by load combination. Steel Shear Strength: ACI 530-13 9.3.4.1.2.2 Vns = 0.5 Av fy d„ ACI 530-13 Eq 9-25 S Vas= 69.8 kips Ors= 55.8 kips Total Shear Strength: OVn- (Vnm+Vns)*yg ACI530-13 Eq.9-21 SW.3.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LID- Projer&8W.3.1 LD-51 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Maximum Allowed Shear Strength: ACI 530-13 9.3.4.1.2(c) For M„/(V„*dv)<-0.25: Vn,maxl<(6Anv f'm Yg= P 1�2)* 368.3 kips ACI 530-13 Eq 9-22 - For M„/(V„*dv)>-1.0: Vn,max2-<(4Anv.f'm 1/2)*yg- 245.5 kips ACI 530-13 Eq 9-23 - For 0.25<_M /(V„*dv)<_1.0 ACI 530-13 9.3.4.1.2(c) Linear interpolation between the values from Eq.9-22 and E.q 9-23 Vn,maxjnter=(4/3(5-2*M,,/(V,,*dv)*Anv-f'm1/2)*Yg= OV = minimum of V and(Vnm+V )* n n,max ns Yg Shear Strength Check: MU/ Vu.DESIGN Load Combination (V„*dv) Vnm Vns Vn Vn,max On Vu.DESIGN On Check (kips) (kips) (kips) (kips) (kips) (kips) 1.4DL 0.000 255.4 69.8 325.2 368.3 260.1 0.0 0.00 OK 1.2DL+1.6L+0.5Lr 0.000 258.5 69.8 328.2 368.3 262.6 0.0 0.00 OK 1.2DL+1.6L+0.5S 0.000 258.7 1 69.8 328.4 368.3 262.7 0.0 0.00 OK 1.2DL+1.OL+1.6Lr 0.000 255.4 69.8 325.2 368.3 260.1 0.0 0.00 OK 1.2DL+1.6Lr+0.5W 0.000 254.0 69.8 323.7 368.3 259.0 0.0 0.00 OK 1.2DL+1.OL+1.6S 0.000 255.9 69.8 325.7 368.3 260.6 0.0 0.00 OK 1.2DL+1.6S+0.5W 0.000 254.5 69.8 324.3 368.3 259.4 0.0 0.00 OK 1.2DL+1.OW+1.OL+0.5Lr 0.000 255.6 69.8 325.3 368.3 260.3 0.0 0.00 OK 1.2DL+1.OW+1.OL+0.5S 0.000 255.4 69.8 325.2 368.3 260.1 0.0 0.00 OK 0.9DL+1.OW 0.000 251.9 69.8 321.6 368.3 257.3 0.0 0.00 OK (1.2+O.2Sds)DL+1.OE+1.OL+O.2S 0.622 189.7 69.8 259.5 307.4 207.6 18.9 0.09 OK (0.9-0.2Sds)DL+1.OE 0.622 184.0 69.8 253.7 307.4 203.0 18.9 0.09 OK "Note than M /(V *dv)is limited to 1.0 per 9.3.4.1.2.1. SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec&6W.3.1 LD-52 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Axial Compressive Strength: ACI 530-13 9.3.4.1.1 P — 0.80[0.80f (A A + A t] [1 — 11 0r/2] for T< 99 ACI530-13 Eq.9-19 i n. — m n— st) y s ( or P,� = 0.80[0.80fm(An—Ast) +fyAst] l7__)2 for Y > 99 ACI 530-13 Eq.9-20 AXIAL&FLEXURE_ 0.9 ACI 530-13 9.1.4.4 f'm= 2000 psi An,wall= 1372.5 inz An,Flanges,End1— 0 Inz An,Flanges,End2— 0 In2 An,Total= 1372.5 inz Ast— = 0.00 inz (since compression steel is not supported laterally,it is Slenderness Factor = 0.868 ignored)ACI 530-13 9.3.2(e) fy= 60000 psi H= 9.33 ft r= 2.2 in TEK 14-01B h/r= 50.89 OPT 1372.2 Kips, Eq. 9-19 ACI 530-13 Eq.9-19 or Eq.9-20 Note that the axial strength is checked along with the allowable moment using the P-M interaction diagrams that follow. SW.3.1 NewAsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projeq&AW.3.1 LD-53 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Calculation of +Moment Capacity using Interaction Diagram Slenderness included for all axial loads per 9.3.6.3 Load Combination PU MBEFORE MAFTER PBEFORE PAFTER Slope,a Intercept,b OMn at Pu (kips) (kip-ft) (kip-ft) (kips) (kips) (kip-ft) 1ADL 40 1663 1648 41 39 0.14534 -201 1654 1.2DL+1.6L+0.5Lr 52 1740 1725 52 50 0.14694 -204 1739 1.2DL+1.6L+0.5S 53 1755 1740 54 52 0.14727 -204 1743 1.2DL+1.OL+1.6Lr 40 1663 1648 41 39 0.14534 -201 1654 1.2DL+1.6Lr+0.5W 34 1617 1601 34 32 0.14445 -199 1615 1.2DL+1.OL+1.65 42 1679 1663 43 41 0.14565 -201 1669 1.2DL+1.6S+0.5W 36 1632 1 1617 36 34 0.14474 1 -200 1630 1.2DL+1.OW+1.OL+0.5L 40 1663 1648 41 39 0.14534 -201 1659 1.2DL+1.OW+1.OL+0.55 40 1663 1648 41 39 0.14534 -201 1654 0.9DL+1.OW 25 1569 1553 27 25 0.14360 -198 1556 (1.2+0.2Sds)DL+1.OE+1.OL+0.2S 44 1694 1679 45 43 0.14597 -202 1685 (0.9-0.2Sds)DL+1.OE 21 1537 1521 23 20 0.14307 -197 1526 L I - In-Plane+Moment/Axial Strength Check at P„ Load Combination P„ OM„at P„ M„ M./OM„ Check (kips) (kip-ft) (kip-ft) 1.4DL 39.6 1654 0 0.00 OK 1.2DL+1.6L+0.5Lr 51.9 1739 0 0.00 OK 1.2DL+1.6L+0.5S 52.6 1743 0 0.00 OK 1.2DL+1.OL+1.6Lr 39.5 1654 0 0.00 OK 1.2DL+1.6Lr+0.5W 33.9 1615 0 0.00 OK 1.2DL+1.OL+1.6S 41.7 1669 0 0.00 OK 1.2DL+1.6S+0.5W 36.1 1630 0 0.00 OK 1.2DL+1.OW+1.OL+0.5Lr 40.2 1659 0 0.00 OK 1.2DL+1.OW+1.OL+0.55 39.5 1654 0 0.00 OK 0.9DL+1.OW 25.4 1556 0 0.00 OK (1.2+0.2Sds)DL+1.OE+1.OL+0.2S 44.1 1685 71 0.04 OK (0.9-0.2Sds)DL+1.OE 21.1 1526 71 0.05 OK SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- , Projec&8W.3.1 LD-54 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Calculation of -Moment Capacity using Interaction Diagram Slenderness included for all axial loads per 9.3.6.3 Load Combination PU MBEFORE MAHER PBEFORE PAFTER Slope,a intercept,b OMn at Pu (kips) (kip-ft) (kip-ft) (kips) (kips) (kipT 1ADL 39.56 -1476 -1458 40 37 -0.15 -175 -1475 1.2DL+1.6L+0.5Lr 51.91 -1566 -1548 53 50 -0.15 -177 -1559 1.2DL+1.6L+0.5S 52.58 -1566 -1548 53 50 -0.15 -177 -1564 1.2DL+1.OL+1.6Lr 39.53 -1476 -1458 40 37 -0.15 -175 -1475 1.2DL+1.6Lr+0.5W 33.91 -1439 -1421 34 32 -0.14 -174 -1436 1.2DL+1.OL+1.6S 41.69 -1494 -1476 42 40 -0.15 -175 -1489 1.2DL+1.6S+0.5W 36.07 -1458 -1439 37 34 -0.15 -175 -1451 1..2DL+1.0W+1.0L+0.5L 40.21 -1494 -1476 42 40 -0.15 -175 -1479 1.2DL+1.OW+1.OL+0.5S 39.53 -1476 -1458 40 37 -0.15 -175 -1475 0.9DL+1.OW 25.43 -1384 -1365 26 24 -0.14 -173 -1377 (1.2+0.2Sds)DL+1.OE+1.OL+0.2S 44.09 -1512 -1494 45 42 -0.15 -176 -1506 (0.9-0.2Sds)DL+1.OE 1 21.14 -1365 -1346 24 21 -0.14 -173 -1347 In-Plane-Moment/Axial Strength check at P„ Load Combination P„ �Mn at P„ M„ M„/0Mn Check (kips) (kip-ft) (kip-ft) 1.4DL 39.6 -1475 0 0.00 OK 1.2DL+1.6L+0.5Lr 51.9 -1559 0 0.00 OK 1.2DL+1.6L+0.5S 52.6 -1564 0 0.00 OK 1.2DL+1.OL+1.6Lr 39.5 -1475 0 0.00 OK 1.2DL+1.6Lr+0.5W 33.9 -1436 0 0.00 OK 1.2DL+1.OL+1.6S 41.7 -1489 1 0 0.00 OK 1.2DL+1.6S+0.5W 36.1 -1451 0 0.00 OK 1.2DL+1.OW+1.OL+0.5Li 40.2 -1479 0 0.00 OK 1.2DL+1.OW+1.OL+0.5S 39.5 -1475 0 0.00 OK 0.9DL+1.OW 25.4 -1377 0 0.00 OK (1.2+0.2Sds)DL+1.OE+1.OL+0.2S 44.1 -1506 -71 0.05 OK (D.9-0.2Sds)DL+1.OE 21.1 -1347 -71 0.05 OK SW.3.1 Nevv.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projei&8W.3.1 LD-55 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Flexural Steel Check: ACI 530-13 9.3.3.5 M„/(V.*d )=[AS (maximum of 1.0) Reinforced Masonry System= R= Determine a(steel strain multiplier) per ACI 530-9.3.3.5: a= ACI 530-13 9.3.3.5 Using interaction diagram,determine axial capacity at the balanced condition where the steel strain in the extreme tension reinforcement is equal to a*fy/Es and masonry strain equal to 0.0025 for concrete masonry and 0.0035 for clay masonry. OPn,Bal= 572.4 kips (at balanced condition) Maximum Flexural Steel Check Load Combination r„ r„/OP,,,eal Check 1.4DL 39.6 0.07 OK 1.2DL+1.6L+0.5Lr 51.9 0.09 OK 1.2DL+1.6L+0.5S 52.6 0.09 OK 1.2DL+1.OL+1.6Lr 39.5 0.07 OK 1.2DL+1.6Lr+0.5W 33.9 0.06 OK 1.2DL+1.OL+1.6S 41.7 0.07 OK 1.2DL+1.6S+0.5W 36.1 0.06 OK L.2DL+1.OW+1.OL+0.5L 40.2 0.07 OK 1.2DL+1.OW+1.OL+0.55 39.5 0.07 OK 0.9DL+1.OW 25.4 0.04 OK 1.2D+1.OE+1.OL+0.2S 39.8 0.07 OK 0.9D+1.OE 25.4 0.04 OK SW.3.1 New.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projec6e8W.3.1 LD-56 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Boundary Element Checks: ACI 530-13 9.3.6.5.1 to 9.3.6.5.4 B.E.Screen per 9.3.6.5.1: For symmettric walls:P„<_0.10*Ag*f'm For unsymmetric walls:P„<_0.05*Ag*f',n and either(M„/V„*d„5 1.01 or(V„<_3*A,,,,*f 112 and M„/V„*d„<_3.01 Is the wall geometrically No ACI 530-13 9.3.6.5.1(1) symmetric? 0.10*Ag*f'm= 274.5 kips 0.05*Ag*f1m= 137.3 kips 3*Anv (fm)"2 184.1 kips Boundary Element Check: roui 3-MU/ r„ c r„a Load Combination P„ V„ M„ (V„*d„) (V„*d„) 0.10*Ag*f' 0.05*AR*f' B.E.Req'd (kips) (kips) (kip-ft) 1.4DL 40 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6L+0.5Lr 52 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6L+0.5S 53 0 0 0.00 0.00 Yes Yes No 1.2DL+1.OL+1.6Lr 40 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6Lr+0.5W 34 0 0 0.00 0.00 Yes Yes No 1.2DL+1.OL+1.6S 42 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6S+0.5W 36 0 0 0.00 0.00 Yes Yes No 1.2DL+1.OW+1.OL+0.5Lr 40 0 0 0.00 0.00 Yes Yes No 1.2DL+1.OW+1.OL+0.5S 40 0 0 0.00 0.00 Yes Yes No 0.9DL+1.OW 25 0 0 0.00 0.00 Yes Yes No (1.2+0.2Sds)DL+1.OE+1.OL+0.2S 44 8 71 0.62 1.87 Yes Yes No (0,9-0.2Sds)DL+1.OEj 21 1 8 1 71 1 0.62 1.87 Yes Yes No SW.3.1 New.xism-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projere8W.3.1 LD-57 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date* 20-May-2020 Out-Of-Plane Wall Design: Does the wall meet the *The wall must be simply supported(out of plane)at the top and requirements*to be designed by Yes bottom with the maximum moment and deflection occuring near 9.3.5.4.2? the mid-height of the wall +P Out-of-Plane LRFD Loads: Axial,Pf eu w r-N 1 (kips/ft) (inches) (psf) +e Dead,D 1.10 Live,L 0.75 Snow,S 0.09 Roof Live, Lr 0.00 +w Wind,W 147.20 Seismic, E 38.90 Other Load 1 Other Load 2 Section Pt=Applied Axial Loads Pw=Wall Weight(automatically added to factored loads below) Factored Out-Of-Plane Loads: Axial,Puw Axial,Pvf w„ Puf*e„/2 w„*h2/8 (kips/ft) (kips/ft) (psf) (kip-in/ft) (kip-in/ft) D 1.1 0.8 0.0 0.0 0.0 D+L 1.9 0.8 0.0 0.0 0.0 D+Lr 1.1 1 0.8 0.0 0.0 0.0 D+S 1.2 1 0.8 0.0 0.0 0.0 D+0.75L+0.75Lr 1.7 1 0.8 0.0 0.0 0.0 D+0.75L+0.75S 1.7 1 0.8 0.0 0.0 0.0 D+0.6W 1.1 1 0.8 88.3 0.0 11.5 D+0.75L+0.75(0.6W)+0.75Lr 1.7 1 0.8 66.2 0.0 8.6 D+0.75L+0.75(0.6W)+0.75S 1.7 0.8 66.2 0.0 8.6 0.6D+0.6W 0.7 0.5 88.3 0.0 11.5 (1+0.14Sds)D+0.7E 1.2 0.9 27.2 0.0 3.6 D+0.525E+0.75L+0.755 1.7 0.8 20.4 0.0 2.7 (0.6-0.14Sds)+0.7E 0.5 0.4 27.2 0.0 3.6 0.0 0.0 0.0 0.0 (enter custom load combinations 0.0 0.0 0.0 0.0L�JData'sheetnames here and load factors on the under ASD Load Combinations"Leave blank if not in use SW.3.1 New.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer 8W.G.1 LD-58 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Reinforced Masonry Wall Design Per ACI 530-13 Wall Length=L= 4.00 ft Wall Height=H= 14.00 ft Floor to Floor Height= 14.00 ft (between locations where the wall is supported out of plane) Masonry Block Size= 12 in ACI 530-1 5.1.1.2.3(c) Actual Block width= 11.625 in Equivalent Block Width= 11.625 in Grouted cores= Fully Masonry Block Layout = Running Bond7l ACI 530-13 4.5,5.1.1.2.1 Transfer of shear between walls prevented with isolation joints? No' *Intersecting walls must be considered in design ACI 530-13 5.1.1.2.2 *Connect intersecting walls per TMS 402-13 5.1.1.2.5 Seismic Design Category = D Reinforced Masonry System= ESEpedal ASCE 7-16 Table 12.2-1(A)(7,8,9) R= 5 System Allowed? Yes, limited to 160 ft building height Sds= 0.759 Reinforcing fy= 60000 psi Masonry Type: Concrete 6mu= 0.0025 ACI 530-13 9.3.2(c) Em= 1800000 psi Masonry Strength, f'R,= 2000 psi Grout Strength,f'g= 2000 psi Maximum f'm= 4000 psi Maximum f'g= 5000 psi Minimum f m= 1500 psi Minimum f'g= 2000 psi Prn check= OK ACI 530-13 9.1.9.1.1 f'm check= OK ACI 530-13 9.1.9.1.2 Mortar Type= Portland cement/lime or mortar cement Mortar Type= M or S SW.G.1.Asm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projec6C8W.G.1 LD-59 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 In-Plane LRFD Loads: Axial,P Shear,V Moment,M (kips) (kips) (kip-ft) +M Dead,D 35.20 Live,L Snow,S 13.40 End 2 i End 1 Roof Live, Lr Wind,W Seismic, E 5.71 80.00 Other Load 1 Elevation Other Load 2 Note:Shear and moment are applied as both positive or both negative Live Load<_100 psf and not for ASCE 7-16 2.3.1 Exception 1,ASCE 7-16 public assembly? Yes 2.3.6 Exception 1 Wall self weight= 7.17 kips Included in factored loads below Usable flange(s)self weight(s)= 0.00 kips Included in factored loads below Factored In-Plane LRFD Loads: Axial,Pv Shear,V Moment,M, (kips) (kips) (kip-ft) 1ADL 59.3 +/-0.0 40.0 1.2DL+1.6L+0.5L, 50.8 40.0 40.0 1.2DL+1.6L+0.5S 57.5 1 40.0 40.0 1.2DL+0.5L+1.6Lr 50.8 +/-0.0 +/-0.0 1.2DL+1.6Lr+0.5W 50.8 40.0 40.0 1.2DL+0.5L+1.6S 72.3 40.0 40.0 1.2 DL+1.6S+0.5 W 72.3 40.0 40.0 1.2DL+1.OW+0.5L+0.5Lr 57.5 40.0 40.0 1.2DL+1.OW+0.5L+0.5S 50.8 40.0 40.0 0.9DL+1.OW 38.1 40.0 40.0 (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 60.0 45.7 480.0 (0.9-0.2Sds)DL+1.OE 31.7 45.7 480.0 1.2D+1.OE+0.5L+0.25 53.5 +1-5.7 +1-80.0 (used only for maximum reinforcement checks) 0.9D+1.OL 38.1 +1-5.7 480.0 (used only for maximum reinforcement checks) 0.0 40.0 40.0 (enter custom load combinations names here 0.0 +/-0.0 +/-0.0 and load factors on the'Data'sheet under "LRFD Load Combinations"Leave blank if not in use SW.G.l.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG Projer&aW.G.1 LD-60 LD - ` I y ' I Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Intersecting Walls/Flanges: Intersecting Walls at End 1: ACI 530-13 5.1.1 *Note that all dimension are from the outside face of the wall Side 1 Extent = 0.00 ft Usable Flange Width= 0.00 ft (limited to 0.75■Floor to Floor Height,typ) ACI 530-13 5.1.1.2.3 Side 2 Extent = 0.00 ft Usable Flange Width = 0.00 ft ACI 530-13 5.1.1.2.3 Masonry Block Size in Actual Block width= 7.625 in END 1 Intersecting Wall on End 2: Side 1 Extent= OT 0--01 ft Usable Flange Width= 0.00 ft Side 2 Extent= 0.00 ft Usable Flange Width= 0.00 ft Masonry Block Size= 12 in Actual Block width= 11.625 in 100 50 SIDE 1 SIDE 2 -400 -200 200 -50 100 150 END 2 SW.G.1.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec6C8W.G.1 LD-61 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Isla - Datp- 20-May-2020 Vertical Reinforcing Layout: Wall End 1: Wall End 2: Reinforcing Size= #5 Reinforcing Size= #5 Bars per cell = 21 Bars per cell =1 2 Reinforcing Location= 1st Cell Reinforcing Location= I 1st Cell As,endi= 0.62 In As,end2= 0.62 in Wall Distributed Reinforcing: Reinforcing Size= #5 Reinforcing Spacing= 16.00 "o.c. Centered or Each Face= Centered Effective'd'for Reinforcing= 5.813 in Layers of Reinforcing= 1 2 _ As,dist= 0.31 in v As,dlst= 0.23 In2/ft ,r U U U U 41 As,dlst,total= 0.93 in N m �t L c Flanges End 1: Flanges End 2: Reinforcing Size= #5 Reinforcing Size= #5 Reinforcing Spacing= 32.00 "O.C. Reinforcing Spacing= 32.00 "O.C. Layers of Reinforcing= 1 Layers of Reinforcing= 0 As,flangel 0.12 in2/ft As,flange2= 0.00 in2/ft = As,flangel= 0.00 in 2 As,flange2= 0.00 in 2 Ast,total= 1.86 in^2 Reinforcing Geometry Check: OK Horizontal Reinforcing Layout: Reinforcing Size= #5 Spacing=s= 12.0 "o.c. Av= 0.31 in A = 0.31 in2/ft SW.G.1.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projegb8W.G.1 LD-62 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Reinforcing Checks: Participating Element Requirements: ACI 530-13 7.3.2 Vertical Reinforcing: Svertical= 16 O.C. Smax- 120 "O.C. ACI 530-13 7.3.2.3.1 Svertical<Smax? OK (vertical spacing less than 120") Avertical,120= 2.33 in Reinforcing in 120in Avertical,min=1 0.20 in ACI 530-13 7.3.2.3.1 Avertical,120>Avertical,min?I OK (minimum of 0.20 in of steel per 120 in of wall) Horizontal Reinforcing: Shorizontal— 12 O.C. Smax= 120 "O.C. ACI 530-13 7.3.2.3.1 Svertical<Smax? OK (horizontal spacing less than 120") Ahorizontal,120in— 3.10 In" Reinforcing in 120in Ahorizontal,min= 0.20 Ins ACI 530-13 7.3.2.3.1 Ahorizontal,12o>Ahorizontal,min? OK (minimum of 0.20 in of steel per 120 in of wall) Special Reinforced SW Requirements: ACI 530-13 7.3.2.6 Vertical Reinforcing Spacing: ACI 530-13 7.3.2.6(a) Svertical= 16 O.C. 1/3*H= 56 in 1/3*L= 16 in Running Bond= Running Bond Smax 1/3*L, 1/3*H,48"or 24"= 16 "O.C. Svertical<Smax? OK (Vertical spacing less than 1/3rd the wall length or height and 48"for running bond and 24"otherwise) Horizontal Reinforcing Spacing: ACI 530-13 7.3.2.6(b) Shorizontal= 12 O.C. 1/3*H= 56 in 1/3*L= 16 in Running Bond= Running Bond Smax<1/3*L, 1/3*H,48"or 24"= 16 "O.C. (Horizontal spacing less than 1/3rd the wall length or height and 48"for running Svertical 5 Smax? OK bond and 24"otherwise) SW.G.l.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projegb8W.G.1 LD-63 it Description: Smokey Point Fire Station TMS 402-13 Made By: SGT g DatP7 20-May-2020 Minimum Area of Reinforcing: ACI 530-13 7.3.2.6(c) Avertical> 1/3*Av: Av= 0.31 in`/ft 1/3*Av= 0.10 in` Avertical= 0.23 in` Avertical Z 1/3*Av? OK (minimum vertical steel greater than 1/3rd required shear steel) Z Avertical,total= 1.86 in Av,total= 52.1 in' Atotal=Ahorizontal,total+Avertical,total= 53.94 In` 0.002*(Height+Length)*tr,om: 5.2 inL Atotal<0.002*(Height+Length)*tnnm: OK (total steel area greater than 0.002*(wall cross-sectional area)) Minimum Area of Reinforcing: Running Bond= Running Bond ACI 530-13 7.3.2.6.2(c)(1)or(2) Ahorizontal= 52.1 in' Ahorizontal,min= 1.41 In` Ahorizontal>Ahorizontal,min? OK (horizontal steel area greater than 0.007*(Anv)for running bond Z Avertical= 1.86 In 0.0015 for not running bond) Avertical,min= 0.40 In L Avertical>Avertical,min? OK (vertical steel area greater than 0.007*(wall cross-sectional area)) Reinforced Masonry Wall with In-Plane Loads Requirements: ACI 530-13 9.3.6 Minimum Spacing: Shorizontal— 12.0 O.C. Svertical— 16.0 "O.C. Smin= 96.0 " (minimum spacing of 8ft) ACI 530-13 9.3.6.2 Shorizontal>Smin? OK Svertical>Smin?1 OK Vertical Reinforcing Area: Avertical 1/3*Av: Av= 0.31 in` 1/3*Av= 0.10 in` Avertical= 0.23 In` Avertical>1/3*Av? OK SW.G.1.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer6CaW.G.1 LD-64 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT In-Plane Shear Strength: Shear Capacity: ACI 530-139.3.4.1.2 OVn--(Vnm+Vns)*yg ACI 530-13 Eq 9-21 SHEAR ACI 530-13 9.1.4.5 yg= 1.00 Fully Grouted ACI 530-13 9.3.4.1.2 Shear Design Loads: ACI 530-13 7.3.2.6.1.1 1.25*M,j Load Combination Pi1 Vui Mu1 MN1/0 Hwan 2.5*Vu1 Vu.DESIGN (kips) (kips) (kip-ft) (kip-ft) (kips) (kips) (kips) 1.4DL 59.3 0.0 0.0 323.9 28.9 0.0 0.0 1.2DL+1.6L+0.5Lr 50.8 0.0 0.0 309.3 27.6 0.0 0.0 1.2DL+1.6L+0.5S 57.5 0.0 0.0 320.9 28.7 0.0 0.0 1.2DL+0.5L+1.6Lr 50.8 0.0 0.0 309.3 27.6 0.0 0.0 1.2DL+1.6Lr+0.5W 50.8 0.0 0.0 309.3 27.6 0.0 0.0 1.2DL+0.5L+1.6S 72.3 0.0 0.0 344.6 30.8 0.0 0.0 1.2DL+1.6S+0.5W 72.3 0.0 1 0.0 344.6 30.8 0.0 0.0 l.2DL+1.OW+0.5L+0.5LI 57.5 0.0 0.0 320.9 28.7 0.0 0.0 1.2DL+1.OW+0.5L+0.55 50.8 0.0 0.0 309.3 27.6 0.0 0.0 0.9DL+1.OW 38.1 0.0 0.0 1 286.4 25.6 0.0 0.0 (1.2+0.2Sds)DL+1.OE+O.5L+0.25 60.0 5.7 80.0 325.0 29.0 14.3 14.3 (0.9-0.2Sds)DL+1.OE 31.7 5.7 80.0 274.4 24.5 14.3 14.3 Masonry Shear Strength: ACI 530-13 9.3.4.1.2.1 Y' ,,,,{{ rr 1 Ynm -OL�4.0-1.75 M( " J I:t„ ��J; +0.25P„ ACI 530-13 Eq 9-24 `Yudv dv= 48 in Anv= 558 in` See table below for masonry shear strength by load combination. Steel Shear Strength: ACI 530-13 9.3.4.1.2.2 Vns = 0.5 (A-v- fy d„ ACI 530-13 Eq 9-25 s Vns= 37.2 kips OVm= 29.8 kips Total Shear Strength: OVn - (Vnm+Vns)*yg ACI 530-13 Eq.9-21 SW.G.1.x1sm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD Projec6C8W.G.1 LD-65 I� Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Dan- 20-May-2020 Maximum Allowed Shear Strength: ACI 530-13 9.3.4.1.2(C) For Mu/(V *dv):50.25: Vn,maxl<(6Anvsf'm1/2)*yg= 149.7 kips ACI 530-13 Eq 9-22 For Mu/(V„*dv)>:1.0: Vn,maxz-<(4Anv.f'MI/2 Y 1/2)* g= 99.8 kips ACI 530-13 Eq 9-23 For 0.25:5 Mu/(V„*dv)<_1.0 ACI 530-13 9.3.4.1.2(C) Linear interpolation between the values from Eq.9-22 and E.q 9-23 Vn,max,inter=(4/3(5-2*M„/(Vu*dv)*Anv.f'm1/2)*yg= OV = minimum of V and(V +V )*y n n,max nm ns g Shear Strength Check: Mu/ Vu.DESIGN Load Combination (Vu*dv) Vnm Vns Vn Vn,max OVn Vu.DESIGN OVn Check (kips) (kips) (kips) (kips) (kips) (kips) 1.4DL 0.000 114.6 37.2 151.8 149.7 119.8 0.0 0.00 OK 1.2DL+1.6L+0.5Lr 0.000 112.5 37.2 149.7 149.7 119.8 0.0 0.00 OK 1.2DL+1.6L+0.5S 0.000 114.2 37.2 151.4 149.7 119.8 0.0 0.00 OK 1.2DL+0.5L+1.6Lr 0.000 112.5 37.2 149.7 149.7 119.8 0.0 0.00 OK 1.2DL+1.6Lr+0.5W 0.000 112.5 37.2 149.7 149.7 119.8 0.0 0.00 OK 1.2DL+0.5L+1.6S 0.000 117.9 37.2 155.1 149.7 119.8 0.0 0.00 OK 1.2DL+1.6S+0.5W 0.000 117.9 37.2 155.1 149.7 119.8 1 0.0 0.00 OK 1.2DL+1.OW+0.5L+0.5Lr 0.000 114.2 37.2 151.4 149.7 119.8 0.0 0.00 OK 1.2DL+1.OW+0.5L+0.5S 0.000 112.5 37.2 149.7 149.7 119.8 0.0 0.00 OK 0.9DL+1.OW 0.000 109.4 37.2 1 146.6 149.7 117.2 0.0 0.00 OK (1.2+0.25ds)DL+1.OE+0.5L+0.25 1.000 71.1 37.2 108.3 99.8 79.9 14.3 0.18 OK (0.9-0.2Sds)DL+1.OE 1.000 64.1 37.2 101.3 99.8 79.9 14.3 0.18 OK *Note than M,,/(V *'d,,)is limited to 1.0 per 9.3.4.1.2.1. SW.G.S.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LID- Projer6CaW.G.1 LD-66 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Axial Compressive Strength: ACI 530-13 9.3.4.1.1 — 0.80[0. f (A A + A 1 — 1140r)2] for r 5 99 P 80 ACI 530-13 Eq.9-19 n — m n— st) y st] [ 2 P,,, = 0.80[0.80fm(An—Ast) +fyAst] (Lnr) for r> 99 ACI530-13 Eq.9-20 AXIAL&FLEXURE_ 0.9 ACI 530-13 9.1.4.4 f'm= 2000 psi An,wall= 558 in2 An,Flanges,Endl= 0 in2 An,Flanges,End2- 0 in2 An,Total= 558 in2 Ast= 0.00 in2 (since compression steel is not supported laterally,it is Slenderness Factor = 0.872 ignored)ACI 530-13 9.3.2(e) fy= 60000 psi H= 14ft r= 3.36 in TEK 14-01B h/r= 50.00 OPn= 560.8 Kips, Eq. 9-19 ACI 530-13 Eq.9-19 or Eq.9-20 Note that the axial strength is checked along with the allowable moment using the P-M interaction diagrams that follow. SW.G.1.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer6C8W.G.1 LD-67 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Calculation of +Moment Capacity using Interaction Diagram Slenderness included for all axial loads per 9.3.6.3 Load Combination P. MBEFORE MAHER PBEFORE PAFTER Slope,a intercept,b OMn at Pu (kips) (kip-ft) (kip-ft) (kips) (kips) (kip-ft) 1ADL 59 292 287 60 56 0.65347 -131 292 1.2DL+1.6L+0.5Lr 51 282 276 53 50 0.63487 -126 278 1.2DL+1.6L+0.5S 58 292 1 287 60 56 0.65347 -131 289 1.2DL+0.5L+1.6Lr 51 282 276 53 50 0.63487 -126 278 1.2DL+1.6Lr+0.5W 51 282 276 53 50 0.63487 -126 278 1.2DL+0.5L+1.6S 72 313 308 75 70 0.81065 -179 310 1.2DL+1.6S+0.5W 72 313 308 75 70 0.81065 -179 310 1.2DL+1.OW+0.5L+0.5U 58 292 287 60 56 0.65347 -131 289 1.2DL+1.OW+0.5L+0.5S 51 282 276 53 50 0.63487 -126 278 0.9DL+1.OW 38 260 254 39 36 0.60068 -117 258 (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 60 297 292 63 60 0.66318 -134 292 (0.9-0.2Sds)DL+1.OE 32 248 242 32 29 0.58493 -113 247 In-Plane+Moment/Axial Strength Check at P„ Load Combination P. OM„at P„ M„ M./OM„ Check (kips) (kip-ft) (kip-ft) 1ADL 59.3 292 0 0.00 OK 1.2DL+1.6L+0.5Lr 50.8 278 0 0.00 OK 1.2DL+1.6L+0.5S 57.5 289 0 0.00 OK 1.2DL+0.5L+1.6Lr 50.8 278 0 0.00 OK 1.2DL+1.6Lr+0.5W 50.8 278 0 0.00 OK 1.2DL+0.5L+1.6S 72.3 310 0 0.00 OK 1.2DL+1.6S+0.5W 72.3 310 0 0.00 OK 1.2DL+1.OW+0.5L+0.5L 57.5 289 0 0.00 OK 1.2DL+1.OW+0.5L+0.5S 50.8 278 0 0.00 OK 0.9DL+1.OW 38.1 258 0 0.00 OK (1.2+0.2Sds)DL+1.0E+O.5L+0.2S 60.0 292 80 0.27 OK (0.9-0.2Sds)DL+1.OE 31.7 247 80 0.32 OK SW.G.l.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projegb8W.G.1 LD-68 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Calculation of-Moment Capacity using Interaction Diagram Slenderness included for all axial loads per 9.3.6.3 Load Combination P. MBEFORE MAFTER PBEFORE PAFTER Slope,a Intercept,b OMn at Pu (kips) (kip-ft) (kip-ft) (kips) (kips) (kip-ft) 1ADL 59.32 -270 -264 62 58 -0.66 -117 -265 1.2DL+1.6L+0.5Lr 50.84 -258 -252 54 50 -0.65 -114 -252 1.2DL+1.6L+0.5S 57.54 -264 -258 58 54 -0.66 -116 -263 1.2DL+0.5L+1.6Lr 50.84 -258 1 -252 54 50 -0.65 -114 -252 1.2DL+1.6Lr+0.5W 50.84 -258 1 -252 54 50 -0.65 1 -114 -252 1.2DL+0.5L+1.6S 72.28 -287 -281 74 70 -0.69 -123 -285 1.2DL+1.6S+0.5W 72.28 -287 -281 74 70 -0.69 -123 -285 L.2DL+1.OW+0.5L+0.5L 57.54 -264 -258 58 54 -0.66 -116 -263 1.2DL+1.OW+0.5L+0.5S 50.84 -258 -252 54 50 -0.65 -114 -252 0.9DL+1.OW 38.13 -239 -233 42 38 -0.64 -111 -233 (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 59.95 -270 -264 62 58 -0.66 -117 -266 (0.9-0.2Sds)DL+1.OE 31.70 -226 -219 34 29 -0.63 -109 -223 In-Plane-Moment/Axial Strength check at P„ Load Combination Pu OMn at P. Mu Mu/OMn Check (kips) (kip-ft) (kip-ft) 1ADL 59.3 -265 0 0.00 OK 1.2DL+1.6L+0.5Lr 50.8 -252 0 0.00 OK 1.2DL+1.6L+0.5S 57.5 -263 0 0.00 OK 1.2DL+0.5L+1.6Lr 50.8 -252 0 0.00 OK 1.2DL+1.6Lr+0.5W 50.8 -252 0 0.00 OK 1.2DL+0.5L+1.6S 72.3 -285 0 0.00 OK 1.2DL+1.6S+0.5W 72.3 -285 0 0.00 OK .L.2DL+1.OW+0.5L+0.5Li 57.5 -263 0 0.00 OK 1.2DL+1.OW+0.5L+0.55 50.8 -252 0 0.00 OK 0.9DL+1.OW 38.1 -233 0 0.00 OK (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 60.0 -266 -80 0.30 OK (0.9-0.2Sds)DL+1.OE 31.7 -223 -80 0.36 OK SW.G.1.x1sm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LID- Projer&aW.G.1 LD-69 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Flexural Steel Check: ACI 530-13 9.3.3.5 M„/(V *dv)= 1.000 (maximum of 1.0) Reinforced Masonry System= Special R= 5 Determine a(steel strain multiplier)per ACI 530-9.3.3.5: a=� ACI 530-13 9.3.3.5 Using interaction diagram,determine axial capacity at the balanced condition where the steel strain in the extreme tension reinforcement is equal to a*fy/ES and masonry strain equal to 0.0025 for concrete masonry and 0.0035 for clay masonry. OPn,Bal= 82.3 kips (at balanced condition) Maximum Flexural Steel Check Load Combination F'u ru/wrn,Bar Check 1.4DL 59.3 0.72 OK 1.2DL+1.6L+0.5Lr 50.8 0.62 OK 1.2DL+1.6L+0.5S 57.5 0.70 OK 1.2DL+0.5L+1.6Lr 5 . 1 0.62 OK 1.2DL+1.6Lr+0.5W 50.8 0.62 OK 1.2DL+0.5L+1.6S 72.3 0.88 OK 1.2DL+1.6S+0.5W 72.3 0.88 OK L.2DL+1.OW+0.5L+0.5Lr 57.5 0.70 OK 1.2DL+1.OW+0.5L+0.5S 50.8 0.62 OK 0.9DL+1.OW 38.1 0.46 OK 1.2D+1.OE+0.5L+0.2S 53.5 0.65 OK 0.9D+1.OE 38.1 0.46 OK SW.G.1.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec6C8W.G.1 LD-70 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Boundary Element Checks: ACI 530-13 9.3.6.5.1 to 9.3.6.5.4 B.E.Screen per 9.3.6.5.1: For symmettric walls: P„<_0.10*Ag*f',„ For unsymmetric walls:P„5 0.05*Ag*f'm and either(M„/V„*d„<_ 1.0)or(V„<_3*A,,,,*f',„112 and M„/V„*d„<_3.0) Is the wall geometrically Yes ACI 530-13 9.3.6.5.1(1) symmetric? 0.10*Ag*f'r,,= 111.6 kips 0.05*Ag*f',,= 55.8 kips 3*AnvIfm)` ' 74.9 kips Boundary Element Check: Mu/ S'Mu/ ru c ru Load Combination P„ V„ M„ (V„*d„) (V„*d„) 0.10*Ag*f' 0.05*Ag*f' B.E.Req'd (kips) (kips) (kip-ft) 1.4DL 59 0 0 0.00 0.00 Yes No No 1.2DL+1.6L+0.5Lr 51 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6L+0.5S 58 0 0 0.00 0.00 Yes No No 1.2DL+0.5L+1.6Lr 51 0 0 0.00 0.00 Yes Yes No 1.2DL+1.6Lr+0.5W 51 0 0 0.00 0.00 Yes Yes No 1.2DL+0.5L+1.6S 72 0 0 0.00 0.00 Yes No No 1.2DL+1.6S+0.5W 72 0 0 0.00 0.00 Yes No No 1.2DL+1.OW+0.5L+0.5Lr 58 0 0 0.00 0.00 Yes No No 1.2DL+1.OW+0.5L+0.5S 51 0 0 0.00 0.00 Yes Yes No 0.9DL+1.OW 38 0 0 0.00 1 0.00 Yes Yes No (1.2+0.2Sds)DL+1.OE+0.5L+0.2S 60 6 80 3.50 10.50 Yes No No (0.9-0.2Sds;IDL+1.OE 32 6 80 3.50 10.50 Yes Yes No SW.G.1.xlsm-Shearwall Design(2) Lastsaved Date: 20-May-2020 DCG LD- Projec6C8W.G.1 LD-71 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Out-Of-Plane Wall Design: Does the wall meet the *The wall must be simply supported(out of plane)at the top and requirements*to be designed by No bottom with the maximum moment and deflection occuring near 9.3.5.4.2? the mid-height of the wall +IP Out-of-Plane LRFD Loads: Axial,Pf eu w 1 (kips/ft) (inches) (psf) +@ Dead, D 8.80 Live, L 0.00 -► Snow,S 3.35 Roof Live, Lr 0.00 +w Wind,W 147.20 Seismic, E 38.90 Other Load 1 Other Load 2 Section Pf=Applied Axial Loads Pw=Wall Weight(automatically added to factored loads below) Factored Out-Of-Plane Loads: Axial,P W Axial,Puf w Puf*e /2 w„*h2/8 (kips/ft) (kips/ft) (psf) (kip-in/ft) (kip-in/ft) D 8.8 1.8 0.0 0.0 0.0 D+L 8.8 1.8 0.0 0.0 0.0 D+Lr 8.8 1.8 0.0 0.0 0.0 D+S 12.2 1.8 0.0 0.0 0.0 D+0.75L+0.75Lr 8.8 1.8 0.0 0.0 0.0 D+0.75L+0.75S 11.3 1.8 0.0 0.0 0.0 D+0.6W 8.8 1.8 88.3 0.0 26.0 D+0.75L+0.75(0.6W)+0.75Lr 8.8 1.8 66.2 0.0 19.5 D+0.75L+0.75(0.6W)+0.75S 11.3 1.8 66.2 0.0 19.5 0.6D+0.6W 5.3 1.1 88.3 0.0 26.0 (1+0.14Sds)D+0.7E 9.7 2.0 27.2 0.0 8.0 D+0.525E+0.75L+0.75S 11.3 1.8 1 20.4 0.0 6.0 (0.6-0.14Sds)+0.7E 4.3 0.9 27.2 0.0 8.0 0.0 0.0 0.0 0.0 0.0 (enter custom load combinations 0.0 0.0 0.0 0.0 0.0 names here and load factors on the 'Data'sheet under'ASD Load Combinations':Leave blank if not in use SW.G.1.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer 8W.G.1 LD-72 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Out-Of-Plane Moment Strength: Out-of-plane momenst must be magnified for second order effects per either 9.3.5.4.2 or 9.3.5.4.3.Section 9.3.5.4.2 requires pinned boundary conditions at top and bottom with the maximum moment near mid-height of the wall. If these requirements are not met then section 9.3.5.4.3 must be used.This section(9.3.5.4.3)does not have the axial stress limits that the previous section does,so can allow higher axial loads. In= 1571.0 in4/ft (1/12*b*d^3) n=Es/Em 16.1 fr= 163.0 psi S=1/6*b*d2= 270.28 in3/ft Grouting= Fully Mortar Type= Portland cement/lime or mortar cement Mortar Type= M or S Moment Magnification per 9.3.5.4.2: ACI 530-13 Eq 9-27,9-28,9-29,9-30 M. = wg 2 +P„f 2 +P„S„ ACI 530-13 Eq.9-27 PU= PUw+PUf ACI 530-13 Eq.9-28 Puw= Factored axial load due to wall weight P„f= Factored axial load due to applied loads (a)Where M„< Mcr b _ 5Muh2 ACI 530-13 Eq.9-29 48EmIn (b)Where Mcr<_M <_M„ b _ SMcrh2 +S(M,,—Mcr)h' ACI 530-13 Eq.9-30 48Em/n 48Emicr M = (f + P ) S ACI 530-13 9.3.5.4.4 cr r A a / 1 1cr = n(A, +f d 1(d — c)+ b33 ACI 530-13 Eq.9-34 y Aj +Pu ACI 530-13 Eq.9-35 C— 0.64f'mb SW.G.1.x1srn-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec6CaW.G.1 LD-73 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date- 20-May-2020 Determine design moments(M )and deflections(6„)and check against deflection limits Max. Iteration Deflection Mcr c Ier Mn 6„ Error* Check M„ (kip-in/ft) (in) in4 ft (kip-in/ft) (in) % <Os,max (kip-in/ft) D 64.6 1.598 133.4 119.0 0.000 0.00% OK 0.00 D+L 64.6 1.598 133.4 119.0 0.000 0.00% OK 0.00 D+Lr 64.6 1 1.598 133.4 119.0 0.000 0.00% OK 0.00 D+S 71.1 1.816 143.6 133.7 0.000 0.00% OK 0.00 D+0.75L+0.75Lr 64.6 1.598 133.4 119.0 0.000 0.00% OK 0.00 D+0.75L+0.755 69.4 1.761 141.1 130.1 0.000 0.00% OK 0.00 D+0.6W 64.6 1.598 133.4 119.0 0.027 0.00% OK 26.26 D+0.75L+0.75(0.6W)+0.75Lr 64.6 1.598 133.4 119.0 0.020 0.00% OK 19.69 D+0.75L+0.75(0.6W)+0.755 69.4 1.761 141.1 130.1 0.021 0.00% OK 19.74 0.6D+0.6W 56.4 1.322 119.2 99.6 0.027 0.00% OK 26.14 (1+0.14Sds)D+0.7E 66.8 1.671 136.9 124.0 0.008 0.00% OK 8.10 D+0.525E+0.75L+0.755 69.4 1.761 141.1 130.1 0.006 0.00% OK 6.09 (0.6-0.14Sds)+0.7E 54.2 1.249 115.1 94.2 0.008 0.00% OK 8.05 *Note that the M.and 6„are calculated using iteration.The'Error'is calculated as the difference between the last two iterations of the deflection. If the%error is too large,the initial guess of the deflection can be adjusted below. 6u guess= 0.1 in F��11 66Ss,max = in ACI 530-13 Eq 9-36 SW.G.1.x1sm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec&aW.G.1 LD-74 . Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Date 20-May-2020 Check Axial Stress: ACI 530-13 9.3.5.4.2 h/t= 14.0 h/t Z 30? NO ACI 530-13 9.3.5.4.2 Axial Stress Limit= 0.2*f'm ACI 530-13 Eq.9-26 Axial Stress Limit= 400.0 psi F Axial P„/A9 Stress Check Limit (psi) (psi) D 75.91 400.0 OK D+L 75.91 400.0 OK D+Lr 75.91 400.0 OK D+S 99.91 400.0 OK D+0.75L+0.75Lr 75.91 400.0 OK D+0.75L+0.755 93.91 400.0 OK D+0.6W 75.91 400.0 OK D+0.75L+0.75(0.6W)+0.75Lr 75.91 400.0 OK D+0.75L+0.75(0.6W)+0.75S 93.91 400.0 OK 0.6D+O.6W 45.6 400.0 OK (1+0.14Sds)D+0.7E 84.0 400.0 OK D+0.525E+0.75L+0.75S 93.9 400.0 OK (0.6-0.14Sds)+0.7E 37.5 400.0 OK SW.G.1.xlsrn-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projer aW.G.1 LD-75 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Moment Magnification per 9.3.5.4.3: Determine magnified design moments(Mu): ACI 530-13 9.3.5.4.3 Mu =y/Mu a ACI 530-13 Eq.31 M,,,o= factored moment from first-order analyssis 1 - P ACI 530-13 Eq.32 PQ 7t2E„jIff ACI 530-13 Eq.33 Pe hZ Pu/Pe< 1.0 ACI 530-13 9.3.5.4.3 For M„<Mcr, leff =0.751n For M„>Mcr, leff= Icr Wuncr= Wcr=1/0- Mu= Load Combination Mu,o ieff,cr Pe,cr P„ 1Al-Pu/Pe,cr) Pu/Pe,uncr) Pu<Pe tP*Mu,o (kip-in/ft) (in4/ft) (kips/ft) (kips/ft) (kip-in/ft) D 0.0 133.4 84.0 10.6 1.01 1.14 OK 0.00 D+L 0.0 1 133.4 84.0 10.6 1.01 1.14 OK 0.00 D+Lr 0.0 133.4 84.0 10.6 1.01 1.14 OK 0.00 D+S 0.0 143.6 90.4 13.9 1.02 1.18 OK 0.00 D+0.75L+0.75Lr 0.0 133.4 84.0 10.6 1.01 1.14 OK 0.00 D+0.75L+0.755 0.0 141.1 88.8 13.1 1.02 1.17 OK 0.00 D+0.6W 26.0 133.4 84.0 10.6 1.01 1.14 OK 26.34 D+0.75L+0.75(0.6W)+0.75Lr 19.5 133.4 84.0 10.6 1.01 1.14 OK 19.76 D+0.75L+0.75(0.6W)+0.755 19.5 1 141.1 88.8 13.1 1.02 1.17 OK 19.82 0.6D+0.6W 26.0 119.2 75.0 6.4 1.01 1.09 OK 26.19 (1+0.14Sds)D+0.7E 8.0 136.9 86.2 11.7 1.02 1.16 OK 8.13 D+0.525E+0.75L+0.755 6.0 141.1 88.8 13.1 1.02 1.17 OK 6.11 (0.6-0.14Sds)+0.7E 8.0 115.1 72.4 5.2 1.01 1.08 OK 8.06 Ieff,uncr= 1178.3 in4 ACI 530-13 Eq.9.3.5.4.3 Pe,uncr= 741.6 kips P.?Pu Check= OK SW.G.l.xlsm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec&aW.G.1 LD-76 Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Maximum Axial Compressive Strength (OOP Wall Design): Pn = 0.80[0.80fm(A,—Ast)+fyAst][1—\i orizl for r< 99 ACI 530 13 Eq.9-19 J P„ =0.B0[0.80fm(An—As \z t)+fyAst� r/ for r> 99 C ACI 530-13 Eq.9-20 AXIAL&FLEXURE' 0.9 ACI 530-13 9.1.4.4 f'm= 2000 psi Anmall= 139.5 in An,Flanges,Endl— 0 In 2 An,Flanges,End2— 0 in An,Total= 139.5 in Ast= 0.00 in (since compression steel is not supported laterally,it is Slenderness Factor = 0.872 ignored)ACI 530-13 9.3.2(e) fy= 60000 psi H= 14ft r= 3.36 in TEK 14-01B h/r= 50.00 Opn=l 140.2 Kips, Eq. 9-19 ACI 530-13 Eq.9-19 or Eq.9-20 Note that the axial strength is checked along with the allowable moment using the P-M interaction diagrams that follow. SW.G.S.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG LD- Projegb8W.G.1 LD-77 . • Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Out-of-Plane Moment Strength: USER NOTE:The size/scale of the P-M graph can change by orders or magnitude depending on the size of the wall and the flanges. To determine the axial and moment capacity with the specified reinforcing, the spreadsheet interpolates between the graphed points on the P-M interaction diagram. If there are too few graphed points near the points of interest then the interpolated results could be inaccurate To rectify this, the user should adjust the values of the'P-M Graph Control's until all the checks read OK. This can be seen graphically in that there should be graphed points horizontally from the graphed points. P-M Graph Controls op.' IPu, Max and Min Check P-M Graph Control 1= 0.33 13.961 12.15 OK P-M Graph Control 2= u.2 3.521 4.34 UK P-M Interaction Diagram Out-Of-Plane Moment,Compression Steel Ignored 160.00 140.00 120.00 100.00 o. Y 80.00 a 60.00 40.00 20.00 h t= 0.00 1 -5.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 -20.00 -40.00 OM,,,kip-ft Calculation of +Moment Capacity using Interaction Diagram SW.G.1.Asm-Shearwall Design(2) Last Saved Date: 20-May-2020 DCG LD- Projec6C8W.G.1 LD-78 • Description: Smokey Point Fire Station TMS 402-13 Made By: SGT Load Combination P. MBEFORE MAFrER PBEFORE PAFTER Slope,a Intercept,b OM„at P„ D 10.6 10.1 9.9 11.2 10.5 2.69098 -16 9.92 D+L 10.6 10.1 9.9 11.2 10.5 2.69098 -16 9.92 D+Lr 10.6 10.1 9.9 11.2 10.5 2.69098 -16 9.92 D+S 13.9 11.1 10.9 14.0 13.3 2.79190 -17 11.14 D+0.75L+0.75Lr 10.6 10.1 9.9 11.2 10.5 2.69098 -16 9.92 D+0.75L+0.75S 13.1 10.9 10.6 13.3 12.6 2.76596 -17 10.84 D+0.6W 10.6 10.1 9.9 11.2 10.5 2.69098 -16 9.92 D+0.75L+0.75(0.6W)+0.75Lr 10.6 10.1 9.9 11.2 10.5 2.69098 -16 9.92 D+0.75L+0.75(0.6M+0.75S 13.1 10.9 10.6 13.3 12.6 2.76596 -17 10.84 0.6D+0.6W 6.4 8.5 8.3 7.0 6.3 2.55257 -15 8.30 (1+0.14Sds)D+0.7E 11.7 10.4 10.1 11.9 11.2 2.71552 -16 10.34 D+0.525E+0.75L+0.75S 13.1 10.9 10.6 13.3 12.6 2.76596 -17 10.84 (0.6-0.14Sds)+0.7E 5.2 8.0 7.7 5.6 4.9 2.50954 -14 7.85 In-Plane+Moment/Axial Strength Check at P„ Load Combination P„ OM„at P„ M„* M„/OM„ Check (kips) (kip-ft) (kip-ft) D 10.59 9.92 0.00 0.00 OK D+L 10.59 9.92 0.00 0.00 OK D+Lr 10.59 9.92 1 0.00 0.00 OK D+S 13.94 11.14 0.00 0.00 OK D+0.75L+0.75Lr 10.59 9.92 0.00 0.00 OK D+0.75L+0.75S 13.10 10.84 0.00 0.00 OK D+0.6W 10.59 9.92 2.20 0.22 OK D+0.75L+0.75(0.6W)+0.75Lr 10.59 9.92 1.65 0.17 OK D+0.75L+0.75(0.6W)+0.75s 13.10 10.84 1.65 0.15 OK 0.6D+0.6W 6.36 8.30 2.18 0.26 OK (1+0.14Sds)D+0.7E 11.72 10.34 0.68 0.07 OK D+0.525E+0.75L+0.75S 13.10 10.84 0.51 0.05 OK (0.6-0.14Sds)+0.7E 5.23 7.85 0.67 0.09 OK *Note: M„ is either from section 9.3.5.4.2 or 9.3.5.4.3 depending on what the user entered for if the wall could be designed per 9.3.5.4.2. SW.G.l.xlsm-Shearwall Design(2) Last saved Date: 20-May-2020 DCG DESIGN CRITERIA REINFORCING STEEL CONCRETE MASONRY UNITS GLU-LAMINATED MEMBERS MECHANICAL HARDWARE CONNECTORS CODE: INTERNATIONAL BUILDING CODE-2015 EDITION 1. REFERENCE STANDARDS: ACI"DETAIL MANUAL"AND CRSI MANUAL OF STANDARD 1. REFERENCE STANDARDS: ACI 530-02 AND ACI 530.1-02. 1. SINGLE-SPAN GLU-LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR,KILN DRIED 1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED a RISK CATEGORY: IV(ESSENTIAL FACILITY) PRACTICE. AND AITC SPECIFICATION 24F-V4,UNLESS NOTED OTHERWISE.MULTI-SPAN OR BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR ROOF: 2. MINIMUM CONCRETE MASONRY UNITS(CMU)DESIGN STRENGTH: CANTILEVERED GLU-LAMINATED WOOD MEMBERS TO BE AITC SPECIFICATION 24F-V8, EQUAL. _­2 z o DESIGN LIVE LOAD 30 PSF(SNOW) 2. MATERIALS: A.NET COMPRESSIVE STRENGTH, f'm 2,000 PSI UNLESS OTHERWISE NOTED.BEAMS ARE HAVE A 2,000 FT RADIUS CAMBER,UNLESS o 3 z o o o w IMPORTANCE FACTOR,Is 1.20 A.REINFORCING STEEL: ASTM A615, GRADE 40 FOR#4 AND SMALLER B.MORTAR TYPE TYPE 5 NOTED OTHERWISE. 2. ALL MECHANICAL CONNECTORS USED WITH PRESSURE TREATED WOOD ARE TO HAVE N0 FLOORS: ASTM A615, GRADE 60 FOR#5 AND LARGER A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS. =z N OFFICE 50 PSF B.WELDED WIRE REINFORCING: ASTM A82 AND A185, F - 75 KSI 2. MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR AND BEAR m _o y- 3. ALL MASONRY TO BE CONSTRUCTED IN RUNNING BOND OF NORMAL WEIGHT MASONRY > THE AITC STAMP. CORRIDORS/EXITS 100 PSF UNITS. CONSTRUCTION LIFTS ARE NOT TO EXCEED 5'-0". 3. FASTENERS ARE TO MATCH MANUFACTURER'S SPECIFICATION,ALWAYS USE HIGHEST rc z o w MEZZANINE 125 PSF 3. LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED BELOW, UNLESS CAPACITY REQUIREMENTS. FASTENERS USED WITH ZINC COAT FINISH CONNECTORS WIND: NOTED OTHERWISE.PROVIDE CORNER BARS OR HOOKS BARS(90 OR 180 DEGREE)AT 4. SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE. 3. THE GLUE IS TO BE A"WET-USE"ADHESIVE. ARE TO BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM A153. FILL ALL BASIC WIND SPEED 115 MPH THE END OF ALL HORIZONTAL REINFORCEMENT IN WALLS.REFER TO NOTE 6 FOR HOLES WITH FASTENERS AND DO NOT OVER DRIVE. a¢ ffi EXPOSURE C BEND REQUIREMENTS. DIMENSIONAL LUMBER WOOD TRUSSES TOPOGRAPHICAL FACTOR,Kzt 1.0 4. THROUGH BOLT FASTENERS ARE TO BE MACHINE BOLTS CONFORMING TO ASTM w w m BAR SIZE MIN.LAP LENGTH N SEISMIC: L MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR 1. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED,AND DATED BY A STANDARD A307, GRADE A. NUTS USED WITH THROUGH BOLTS, THREADED RODS - SPECTRAL RESPONSE ACCELERATION,Ss 1.081 #4 2-6 LICENSED ENGINEER IN THE STATE OF THE PROJECT TO THE ENGINEER OF RECORD AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT. w 5 3'-0" SOFTWOOD DIMENSIONAL LUMBER.ALL MEMBERS ARE TO BEAR THE STAMP OF THE FOR REVIEW. 07 a SPECTRAL RESPONSE ACCELERATION,Si 0.421 # WWPA. MOISTURE CONTENT AT THE TIME OF FRAMING IS TO BE 19%OR LESS. SPECTRAL RESPONSE ACCELERATION,Sds 0.648 #6 4'-6" 5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP 0 - SPECTRAL RESPONSE ACCELERATION,Sdi 0.674 2. MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE: 2. TRUSS PLATES ARE TO BE ICBO APPROVED. TOP CHORDS ARE TO BE DOUGLAS FIR BETWEEN MEMBERS SHALL NOT EXCEED 1/8". F - _- SOIL SITE CLASS. Fa 0.900 4. REINFORCEMENT COVER: #2 OR BETTER,2x6 MIN. o 00 WALL STUDS 2x DF STUD GRADE ABBREVIAPONS: ABBREVIATIONS(,CONT.) SOIL SITE CLASS, Fv 2.400 FOOTINGS 3 INCHES TO EARTH WALL PLATES 2x OF STANDARD GRADE SEISMIC DESIGN CATEGORY D 2 INCHES TO FORMED SURFACE 2x Pi DF STANDARD GRADE J. INSTALL BRIDGING, WEB,AND CHORD BRACING AS REQUIRED BY THE TRUSS d IMPORTANCE FACTOR,le 1.50 SLABS 2 INCHES TO EARTH FABRICATOR. A.BOLT ANCHOR BOLT HGR HANGER z PER PLAN AT CONCRETE ADD'L ADDITIONAL HORIZ HORIZONTAL IMPORTANCE FACTOR,Is 1.20 JOISTS 2x DF#2 A.F.F ABOVE FINISH FLOOR HT HEIGHT SEISMIC DESIGN: FORMED SURFACE: 4. TEMPORARY SHORING AND BRACING OF THE TRUSSES DURING ERECTION IS THE HEADERS/BEAMS 4x, 6x DF#2 ALi ALTERNATE I.F. INSIDE FACE N RESPONSE MODIFICATION FACTOR,R 5.0(BRG WALL/SPECIAL REINFORCED EXTERIOR FACE 1J/2 INCHES, #5 BAR AND SMALLER POSTS 4x, 6x DF#2 RESPONSIBILITY OF THE CONTRACTOR. APPROX APPROXIMATE IN INCH rn MASONRY) 2 INCHES,#6 BAR AND LARGER ARCH ARCHITECTURAL LL LIVE LOAD a E RESPONSE MODIFICATION FACTOR,R 6.5(BRG WALL/SHEATHED WALL) INTERIOR FACE 3i<INCHES FOR SLABS AND WALLS 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED MANUFACTURED LUMBER BLKG BLOCKING MAX MAXIMUM 3 u Y INCHES FOR BEAMS AND COLUMNS BM BEAM MECH MECHANICAL y `o u REDUNDANCY FACTOR 1.0 2 LUMBER.NAILS AND PLATE WASHERS IN CONTACT WITH TREATED LUMBER SHALL BE B.0.0. BOTTOM OF OPENING MFR MANUFACTURER d o aEi m HOT DIPPED GALVANIZED.ANCHOR BOLTS AND LAG SCREWS IN TREATED LUMBER SHALL 1. PARALLEL STRAND LUMBER(PSL)IS TO BE 2.0E PARALLAM MANUFACTURED BY 5. REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. ACI BTM BOTTOM MIN MINIMUM iR o v GENERAL CONDITIONS ( BE HOG OR ZINC COATED.PLAIN CARBON STEEL FASTENERS MAY BE USED WITH iRUSJ01Si BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. BRG BEARING MISC MISCELLANEOUS RM 318-14 26.6.4.1) ZINC-BORATE TREATED LUMBER. BTW BETWEEN NS NEAR SIDE 1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR 2. LAMINATED VENEER LUMBER(LVL)IS TO BE 2.0E MICROLLAM MANUFACTURED BY CLR CLEAR NIS NOT TO SCALE TO PROCEEDING WITH THE WORK. NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH 6. REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS(PER 25.3.2). 4. FOUNDATION SILL PLATES ARE TO BE BOLTED TO THE CONCRETE FOUNDATION WITH TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. CMU CONCRETE MASONRY UNIT 0.C. ON CENTER ANY DISCREPANCIES. %"0 ANCHOR BOLTS EMBED A MINIMUM 7"OR%"O MECHANICAL ANCHORS EMBED AS COL COLUMN PARA PARALLEL 0,=BAR DIAMETER SPECIFIED ON DRAWINGS.PROVIDE A MINIMUM OF TWO BOLTS PER PLATE SECTION A 3. LAMINATED STRAND LUMBER(LSL)IS TO BE: CONIC CONCRETE PERP PERPENDICULAR COND CONDITION PSF POUNDS PER SQUARE FOOT 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE MAXIMUM OF 9"FROM THE PLATE END.MAXIMUM SPACING OF ANCHORS IS TO BE . i%"WIDE LSL 1.3E OR BETTER CONN CONNECTION PSI POUNDS PER SQUARE INCH CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 135 4'-0".PROVIDE 0.229"x3"SO. WASHERS AT ALL ANCHOR BOLTS. WASHER EDGES 3%"WIDE LSL 1.55E OR BETTER CONST CONSTRUCTION Pi PRESSURE TREATED BAR D MUST BE WITHIN J12"OF WALL SHEATHING. MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. CONT CONTINUOUS RAP RAMMED AGGREGATE PIER 3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS, OR DETAILS WITHIN 1 MAX �? 3 1 DBL DOUBLE REINF REINFORCING THE DRAWINGS. #4 2 5. SHOT PIN ATTACHMENTS FOR SILL PLATES ARE TO BE SIMPSON FASTENERS OR 4. MANUFACTURED I-JOISTS ARE TO BE TJI SERIES MEMBERS AND SPECIFIED IN THE DIA DIAMETER REQ'D REQUIRED 5 2%" DIM DIMENSION SCHO SCHEDULE 4 APPROVED ALTERNATE.SHOT PIN SIZES ARE AS FOLLOWS: DRAWINGS MANUFACTURED BY TRUSJOISi BY WEYERHAUESER OR ENGINEER 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, g APPROVED EQUAL. DL DEAD LOAD SEC SECTION EA EACH SF SQUARE FEET METHODS, TECHNIQUES,SEQUENCE,AND PROCEDURES. 8 6" EF EACH FACE SIM SIMILAR MIN.BEND DIAMETER FOR TIES AND STIRRUPS: PLATE EMBED WOOD SHEATHING ELEV ELEVATION SPEC SPECIFICATIONS 5. ALL WORK SHALL CONFORM i0 THE MINIMUM STANDARDS OF THE REFERENCED THICKNESS MATERIAL SHOT PIN D=4*0 FOR#5 AND SMALLER EN EDGE NAILING STD STANDARD BUILDING AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY D=6*0 FOR#6-#8 2x CONC PDPWL-250MG 1. ROOF SHEATHING.MINIMUM THICKNESS PER PLAN.APA RATED, EXP-i RATING,EDGE EQ EQUAL STL STEEL PORTION OF THE WORK. JD D=8*0 FOR#9-#11 D=10*0 FOR#14 AND LARGER 2x STEEL PDPA W-200 SEALED PANELS CONFORMING TO INDEN iIFICATION INDEX 48/24 FOR SLOPES GREATER EQUIP EQUIPMENT SiRUCi STRUCTURAL THAN 3/12 AND 40/20 FOR SLOPES 3/12 AND LESS.PROVIDE MINIMUM 1/8"CLEAR ES EACH SIDE SW SHEARWALL 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER 6D BETWEEN PANELS i0 ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER ALONG EXIST EXISTING THIRD THROUGH _,o M.�qNf GENERAL NOTES AND SPECIFICATIONS. EXi EXTERIOR i0C TOP OF CONCRETE p4 of W°sHx Cl,, MIN. 12D FOR#6 THRU#8 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND EDGES AND 12 INCHES ON CENTER Ai INTERMEDIATE SUPPORTS, UNLESS NOTED FD FLOOR DRAIN TOE TOP OF FOOTING 5 % r 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. z BAR D 4 DIAMETERS FROM THE MEMBER EDGE.PROVIDE STANDARD WASHERS FOR ALL NUTS OTHERWISE. USE 10d COMMON NAILS.NO OSB. FDN FOUNDATION TO.0. TOP OF OPENING OFFSET FOR STIRRUPS TIES o FF FINISH FLOOR TOS TOP OF STEEL 3 4 BEARING AGAINST WOOD. o t 2. FLOOR SHEATHING.MINIMUM THICKNESS PER PLAN.APA RATED SNRD-I-FLOOR, FG FINISH GRADE TOW 70P OF WALL FOUNDATION 5 3" EXP-i RATING, TONGUE AND GROOVE EDGES CONFORMING i0 IDENTIFICATION INDEX FLFR FLUSH FRAMED TS TUBE STEEL Po�o�T4 '2 7. FASTEN ALL MEMBERS IN ACCORDANCE WITH IBC TABLE 2304.10.1, UNLESS NOTED FLR FLOOR TYP TYPICAL FF u ALCM' 6 4 OTHERWISE.PROVDE MINIMUM P/z"EMBED FOR ALL NAILS.NAIL SIZES ARE AS 48/24.PROVIDE MINIMUM 1/8"CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. F7 FEET U.N.O. UNLESS NOTED OTHERWISE SSIDNAL CNG 1. FOUNDATION DESIGN PARAMETERS PER GEOTECHNICAL REPORT BY MATERIALS TESTING 1; 7 5� NAIL AND GLUE TO SUPPORTS. GLUE ADHESIVE IS TO CONFORM TO APA SPECIFICATION FTG FOOTING U.N. VERTICAL &CONSULTING,INC. DATED FEBRUARY 24, 2020: #8 6" FOLLOWS: AFG-01.NAIL 6 INCHES ON CENTER ALONG EDGES AND 12 INCHES ON CENTER AT FRT FIRE RETARDANT TREATED W/ MTH L�mlll� MIN.BEND DIAMETER: NAIL MIN.SHANK DIA. INTERMEDIATE SUPPORTS,UNLESS NOTED OTHERWISE. USE 10d COMMON NAILS. FS FAR SIDE WF WIDE FLANGE A. IBC SOIL SITE CLASSIFICATION..............E FOR REINF. BARS D=6*0 FOR#8 AND SMALLER NO OSB. GA GAUGE D=8*0 FOR#9-#11 8d 0.131' WITS WELDED HEADED STUD LAYOUT PANELS GALV GALVANIZED WTS WELDED THREADED STUD D= 10*0 FOR#14 AND LARGER 0d 0.148" PERPENDICULAR GLB GLUE LAMINATED BEAM WT WEIGHT z B. FOOTING BEARING PRESSURE................2,000 PSF STRUCTURAL STEEL 16d 0.162" STAGGER PANEL TO FRAMING, TYP. HDR HEADER WWR WELDED WIRE REINFORCING O PANEL EDGE NAILING JOINTS, TYE. C. LATERAL EARTH PRESSURE: AT DIAPHRAGM • PASSIVE.......................... 1. REFERENCE STANDARDS: LATEST EDITION OF THE AISC"CODE OF STANDARD ..................0.3 PCF B. HOLES AND NOTCHES IN WOOD MEMBERS ARE TO BE LIMITED AS FOLLOWS: PERIMETER • COEFFICIENT OF FRICTION................0.35 PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 3 IN 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL 2. MATERIALS: Nq HOI FS IN THIS AR U) U) 00 CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. BOLTS: : z r7 z LLI STEEL TO WOOD -ASTM A307 "'g o� _ _ - - W 3. ALL FOUNDATIONS ARE TO BEAR ON COMPACTED STRUCTURAL FILL PER STEEL TO STEEL -ASTM A325 M M EDGE NAILING GEOTECHNICAL REPORT. STRUCTURAL FILL IS TO BE COMPACTED PER GEOTECHNICAL STEEL i0 CONCRETE -HEAVY HEX HEAD ASTM F1554 GR.36 A7 ALL SUPPORTED. _ == O Q REPORT. WOOD TO CONCRETE -ASTM F1554 GR. 36 N o PANEL EDGES z W SHAPES: ASTM A992(Fy=50,000 PSI) NO LIMIT FIELD NAILING PANEL EDGE i CONCRETE TUBE STEEL: SQ/RECT-ASTM A500-10, GRADE B(Fy=46,000 PSI MIN) JOIST BEAM AT INTERMEDIATE _ - NAILING AT .. ROUND-ASTM A500-10, GRADE B(Fy=42,000 PSI MIN) SUPPORTS,TYP - - ALL PANEL Q z z 1. REFERENCE STANDARDS: ACI-301 AND ACI-318. ALL OTHER STEEL: ASTM A36(Fy=36,000 PSI) EDGES O BLOCKED / W 0 2. MINIMUM CONCRETE STRENGTH AT 28 DAYS: 3,000 PSI STRUCTURAL STEEL WELDING DIAPHRAGM IF NOTED z z 3. THE WATER/CEMENT RATIO SHALL NOT EXCEED: 0.5(BY WEIGHT) I. CONFORM i0 THE AWS CODES D1.1 AND D1.3. USE ONLY STATE CERTIFIED WELDERS. UNBLOCKED PER PLAN LLI DIAPHRAGM FLAT 2x4 BLKG AT 0 W 4. AGGREGATE GRADING SHALL COMPLY WITH AASHTO#57 GRADATION OR BETTER. 2. USE DRY E70 ELECTRODES. MAX. HOLE DIA. TYP, U.N.O. ALL UNSUPPORTED PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II. PANEL EDGES Q 40%STUD DEPTH 3. WELDS ARE TO BE%INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN i%"FOR 2x4 ROOF/FLOOR DIAPHRAGM NAILING Q 5. COMPLY WITH ACI-301 FOR MIXING.DO NOT EXCEED THE AMOUNT OF WATER THE DRAWINGS. y'.. I TWO MORE THAN 2Y"FOR 2x6 TWO SUCCESSIVE U) SPECIFIED IN THE APPROVED MIX.PROPORTIONS OF AGGREGATE i0 CEMENT SHALL BE i0 EX DOUBLED STUDS SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT CONCRETE OR MASONRY ANCHORS ARE ALLOWED 3. WOOD SHEARWALL SHEATHING.MINIMUM THICKNESS PER PLAN.APA RATED PLYWOOD, SEGREGATION OR EXCESSIVE FREE SURFACE WATER. EXP-1 RATING.NO OSB.NAILING PER DRAWINGS. 1. MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON MAX.NOTCH 6. COMPLY WITH ACI-301 FOR PLACEMENT.PROVIDE A Y44 INCH CHAMFER AT ALL SHEET INDEX: THEN HD ANCHORS.ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE 25%STUD DEPTH EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS. CLIENT: DRAWINGS OR IN THE FIELD. %"FOR 2x4 Si -GENERAL NOTES CARLETTI ARCH. 1%"FOR 2x6 SIA -GENERAL NOTES(CONT.) 7. MAXIMUM SLUMP TO BE 4"t 1", TYPICAL.DO NOT ADD WATER TO THE MIX TO 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. S2 -FOUNDATION PLAN DESIGNED BY: INCREASE SLUMP.MAXIMUM SLUMP MAY BE INCREASED BY i"IF THE SLUMP IS EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. HOLES ARE NOT S3 -MEZZANINE FRAMING PLAN KJM/RT/SGT TESTED DIRECTLY FROM THE TRUCK PRIOR TO BEING PUMPED INTO PLACE. ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE PERMITTED IN S4 -ROOF FRAMING PLAN DRAWN BY: FIELD. SAME SECTION W"LUD FOR HOLE S5 -MAIN FLOOR SHEARWALL PLAN JH B. ACCELERATED SET OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED AS NOTCH DIA. OF UP TO 60% S5.1 -MEZZANINE SHEARWALL PLAN ADMIXTURES. STUD DEPTH S6 -CMU WALL ELEVATIONS CHECKED BY: 2"FOR 2x4 S6.1 -CMU DETAILS JJ/JN 9. COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR STUDS 3%"FOR 2x6 S8 -FLLOOROORFRAAS7 -FOUNDATION DETAILS MINGDETAILS DATE: F PLACEMENT IN COLD WEATHER. 59 -ROOF FRAMING DETAILS MAY 21, 2020 S9.1 -ROOF FRAMING DETAILS(CONT.) SHEET NUMBER: 10. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISH.ALL EXPOSED CONCRETE SID -SHEARWALL DETAILS IS TO HAVE A CLASS A FINISH. C 1 11. PROVIDE AIR ENTRAINMENT OF 5%t 1.5%FOR ALL CONCRETE EXPOSED TO WEATHER. J I SHOP DRAWINGS AND SUBMITTALS 1. SUBMIT LAYOUT DRAWINGS IN PDF FORMAT FOR REVIEW OF: a A. REINFORCING STEEL B. STRUCTURAL STEEL o w C. PRE-MANUFACTURED ENGINEERED WOOD TRUSSES o 3 z Z oo 2. SUBMIT SPECIFICATIONS IN ELF FORMAT FOR REVIEW OF: O =z N A. CONCRETE DESIGN MIX B. CONCRETE INSERTS w w w � DEFERRED SUBMITTALS F_ �owo� 1. PLANS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF 10 WORKING DAYS FOR THE ENGINEER PLUS AN ADDITIONAL 30 WORKING DAYS FOR INITIAL PLAN REVIEW FROM THE CITY.ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE z w SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTED 07 a o ITEMS. o - w _ - H\ 2. THE DEFERRED SUBMITTAL ITEMS INCLUDE THE FOLLOWING: 1 A. PRE-MANUFACTURED ENGINEERED WOOD TRUSSES d SPECIAL INSPECTIONS Z 1. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT, JURISDICTIONALLY r; APPROVED AGENCY IN ACCORDANCE WITH IBC SECTION 1703 AND PROVIDE THE I I I DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. SUMMARY OF SPECIAL INSPECTION o 3 c`E m 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL ITEM INSPECTION REQUIRED REMARK - E 6N INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY; PERIODIC INSPECTION d > .� jR CR COMPLETION OF PROJECT. GRADING AND EXCAVATION VERIFY EXCAVATION i0 PROPER DEPTH; PERIODIC INSPECTION REFER i0 GEOTECHNICAL REPORT '- 3. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF FILL; INSPECTOR. CONTINUOUS INSPECTION VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION REFER i0 STAMPED MIX DESIGN BY DCG 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN THE PLACEMENT OF CONCRETE,INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; CONTINUOUS INSPECTION REFER TO DRAWINGS; NOT REQUIRED FOR SITE-WORK CONCRETE SUMMARY OF SPECIAL INSPECTION. CONCRETE VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY; CONTINUOUS INSPECTION REFER TO DRAWINGS STRUCTURAL OBSERVATION PERFORM CYLINDER STRENGTH TESTS 3,000 PSI PERIODIC REVIEW OF SITE-PREPARED GROUT PROPORTIONS OR APPROVED MIX ONE STRUCTURAL OBSERVATION BY THE ENGINEER OF RECORD ARE REQUIRED FOR THIS DESIGN CERTIFICATE FROM SUPPLIER PROJECT.OBSERVATION IS TO OCCUR: PRIOR TO GROUT PLACEMENT PERIODIC REVIEW OF REINFORCING,INCLUDING SIZE AND SPACING i. AFTER ROOF SHEATHING IS IN PLACE,PRIOR TO DRYWALL INSTALLATION. STRUCTURAL MASONRY PERIODIC REVIEW OF TYPE,SIZING AND LOCATION OF ANCHOR BOLTS PERIODIC INSPECTION THAT GROUT SPACE IS CLEAN THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM GROUT PLACEMENT CONTINUOUS INSPECTION DURING GROUT PLACEMENT STRUCTURAL OBSERVATIONS.DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER VERIFY PLACEMENT, COVER AND BAR SIZE; PERIODIC INSPECTION REFER TO DRAWINGS AND THE BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, REINFORCING STEEL THE STRUCTURAL OBSERVER SHALL SUBMIT i0 THE BUILDING OFFICIAL A WRITTEN VERIFY GRADE; PERIODIC INSPECTION ASTM A615, GRADE 60 STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED VERIFY MEMBER SIZES AND PLACEMENT,AND BOLTED CONNECTIONS ARE SNUG-TIGHT; PERIODIC INSPECTION REFER TO DRAWINGS P11 M.J DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE STRUCTURAL STEEL PRE-TENSIONED BOLTS IN MOMENT FRAME DIRECT TENSION WASHER OR TWIST OFF BOLTS; PERIODIC INSPECTION REFER TO DRAWINGS So49 oa WAS,,hlQ,f� NOT BEEN RESOLVED. ON-SITE WELDING PERIODIC INSPECTION OF FILLET WELDS%s"AND LESS JOB SITE SAFETY EPDXY OR MECHANICAL ANCHORS VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO DRAIMNCS OR FIELD DIRECTIVES o I VERIFY NAIL SIZE,SPACING,SHEATHING TYPE AND BLOCKING FOR ALL WALLS; PERIODIC INSPECTION REFER TO DRAWINGS P�Ro ° 32 `pcQ' THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED i0 PROVIDE DESIGN AND/OR �Ff BTU AL CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR WOOD FLOOR/WALL DIAPHRAGMS VERIFY NAIL SIZE, SPACING,SHEATHING TYPE AND BLOCKING FOR ALL FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION REFER TO DRAWINGS SSIONAL ENG TO MEANS,METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM VERIFY INSTALLATION OF HOLDOWNS; PERIODIC INSPECTION REFER TO DRAWINGS THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, SUB-CONTRACTOR OR ANY PERSON ON THE SITE. z O Q N N W V) 00 O w � Q z � � J � Q z z L o 0 z n c� � w z n- O Q U) CLIENT: CARLETTI ARCH. DESIGNED BY: KJM/RT/SGT DRAWN BY: JH CHECKED BY: JJ/JN DATE: MAY 21, 2020 SHEET NUMBER: S1 . 1 1.9 29 T 6 7.1 8 9 O Q O O O O m=��w 0031-"r Z o'Ix'p K o w --N. 0 E3 H M w m PATIO SLAB N -o 4"SLAB-ON-GRADE W/#4 AT 24"O.C. EA WAY OVER SUBGRADE o - PER GEOTECHNICAL REPORT ASP — ssr -i3 S7 - E -- I IT6 zo<ffi zr�zN S7 -------- ----------- S17 9BG l P I P S17 d rn - --------- - -------------- 57------�� li S7 1 o 3 0�o I __ ___________� 9c A��� e9FA�i B I S6 "' 1 I I ---E- - j---- -1 - ------5'Zi F3 -- - - L--F3----- ----------- ----------- - --------- --�-------- -------- `�' E of c r _________ _____ _____________ _ s EP5 __ -- -- -- m -------- - ------ 15'- 1 r----------- , i G 9 S6 ---- 2 TYPICAL SLAB M 16 0 3 3'-0" 3 ' 14 S7 S7 S7 S7S7 0 DROP SLAB PER ARC AT SHOWER -- - MAINTAIN 2" R MIN TO REINF RCING, L S7 PICAL r-- ---------------- it-- ------ ------------� i I I I IIL________ __________ ___J L_________I I ` __________________ ___ _________________ 1 \ \ i' 57 I I I - C.2 FTG/WALL T T ® ® ® i 5 l it $7 $7 ' ' G-------- ---------o------ ---------- ------- -*------------- ------y 1 S7 II I I I I I I I I 'I � \ I r I y _ _ Fi6x4 T 12 TYP Ai 13 4 'ii ' i i I � � I � I 12 I A7 S7 BRG WALL S7 I I I I - - 56 li APP BAY SLAB S6 ------57-------------- - -- -� t1 M.J 8"SLAB-ON-GRADE W/#5 AT 12"O.C. ' ' li ' TYP 14 ; i I FLOOR DRAIN ; C ,o49�oF w^SH�x`�1'IC.,jf TYP 15Ll OVER 15 MIL VAPOR BARRIER S7 i' PER ARCH, TYP li li $7 OVER 6"CAPILLARY BREAKPER GEOTECHNICAL REPORT SLAB UNDER APPLIANCE 47 2 0 OVER 12"STRUCTURAL FILL Illl rot 32 OVER FIRM NATIVE SUBGRADE11 PER ARCH S$/ONALEN 13 TYP 14 $7 S7 r--------- ----- ----- ------------ ----------- --------- I II I ______ _______ ______ __ _ � • I I I I I I I I I I z l l $7 S7 ' l i O I I I I _________J L______ -------------- J _ P LIAN PER ARCH f - ON ELEVAL€D SLAB TYPICAL INTERIOR SLAB-ON-GRADE 1 -------; -------\ --\-�- -`/--------PER /S9 J "SLAB-ON-GRT 18" ADE S7 Q CAI L__r________ - -___ I C. 56 S7 S7 o 0 0 0 0 o ______ ___ _______r OVER 15 MIL VAPOR BARRIER Q (n 00 ------ - ------- -- 1_ OVER 6"CAPILLARY BREAK J PER ECHNICAL `/ L----i-----JF78x9 J Q�O�c'1 Q�O\�''� S7 OVER 1275TRUCTURALPORL Q 4 6 4 4 O o� OVER FIRM NATIVE SUBGRADE S7 S7 S7 S7 � � � PORCH SLAB i S6 4"SLAB-ON-GRADE S7 z z I I I ' I W/#4 AT 24"O.C.EA WAY I � i i Q _ O OVER SUBGRADE _ O PER GEOTECHNICAL REPORT -----------_S�_________________________________I' 1 O � c� 0 z J 1 2 3 4 5 7 8 9 Q FOUNDATION NOTES: O O O O O O O 1. REFER TO SHEET S5-5.1 FOR SHEARWALL REQUIREMENTS AND HOLDOWN LOCATIONS. 00 FOUNDATION PLAN 2. PROVIDE FOOTING DRAIN AROUND PERIMETER OF BUILDINGS. S2 SCALE 1/8"= V-0" CLIENT: 3 PER x+sx INDICATES POST ABOVE,PER SCHEDULE ON THIS SHEET AND FOOTING SCHEDULE GARLETTI ARCH. BASE ETA DESIGNED BY: 4. FOOTINGS ARE TO BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL MARK SIZE THICKNESS REINFORCING POST SCHEDULE KJM/RT/SGT CAPABLE OF SUPPORTING THE ALLOWABLE BEARING PRESSURE OF 2,000 PSF. F3 Y-0"SO 12" (3)g5B EA WAY DRAWN BY: MARK SIZE JH 5. PROVIDE#4 CORNER FTG BAR FOR EACH HORIZONTAL BAR. LAP 2'-0"MIN. (4)#58 LONG CHECKED BY: F16x4 16'-C"x4'-O" 18" # OA 4x4 DF#2 JJ/JN SB AR 18"O.C. TRANS 6. ® INDICATES 6"CONCRETE CURB. (8)//66,(4)//5i LONG OB 6x6 DF/j2 DATE: T INDICATES CMU WALL.REFER TO CMU WALL ELEVATIONS ON SHEET S6 F18x9 18'-0"x9'-0" 18" #60 AT 9"O.C. TRANS MAY 21, 2020 AND DETAILS ON SHEET S6.1 #5T AT 13"O.C. TRANS O HSS 6.00"00.25" SHEET NUMBER: 8. PROVIDE INTERMEDIATE SAWCUT JOINTS AT 15'-0"O.C.MAX PER 20/S7. �'1/ SLAB SAWCUT PANELS TO BE NO MORE THAN 1:1.15 ASPECT RATIO. JL 9. INDICATES SAWCUT CONTROL JOINT PER 20/ST Q1 1.9 2Q9 T Q6 7.1 Q8 Q9 mz�ew 0031-"r Z o'Ix'p __N. 0 E3 1 W Z3 O � w� m a ¢ [FRAME PERP 4,1 HDR LOW W/HUC HGR i0 POST li w 0 TYP 15 12 11 ®CORNER POST BELOW a 00 - - S9. S9 S9 W/ECCQL/R POST CAP o OR ECCQ POST CAP AND PERP HEADER LOW z6 i 4r�oN TYPICAL MEZZANINE FLOOR FRAMING C © W/HUC HGR TO POST TJ1-110 AT 16"O.C. W/a/4"FLOOR SHEATHING S9 14 AND 10d AT 6"O.C. S9 11 rn PANEL EDGE NAILING 2 6 6 S9 0 3 0 SS S6 CMSTC16x6'-0" 58 Sg, y `o c -�- -- -4 - - 4 -- -- -- B d o d o M-- - - - 3 7 M P4 SRA S8 RU S 7 i US 4 59 5 56 3 S6 2 S8 S8 S8 4 MIT SERIES HGR 4x10 410 410 410 1 _ DESIGN GABLE TRUSS 1 a 17 TO SPAN OPENING S8 CMSTC16x6'-O"STRAP PROVIDE SOLID BLKG IN FLOOR SPACE FROM RIM TO F a AND(4)2X6 STUDS IN WALL BELOW BEAM, LOC 8 S9 ®POST ABOVE BEA SL ON CMU 4"MIN. SS W/A35 FROM BEAM TO SILL PLATE EA END 2 4x Sg M3T;45 SRA RU S T T US 77 77A 77 14 4 (2)1Yx1118 LSL AT 16"O.C. 6 S7 S7 S7 S9 S6 LOCATE UNDER WATER HEATER 7 59.1 S6 yx9 GL /^n/ `) 9pN M.✓qNf SO4' aF WASyil,C"f' t M S9 O SS N CF BTU AL fS510NAL ENG 1 59.1 HATCH INDICATES 11 z 3 2 OVERFRAMING Sg x S9. 59,1 PER 19/S9 Q z 48 i i O 10 6 2 S6. l S8 i S9 FRAMING NOTES: �- - -- ---- -- - - - -� cn °° TRANSITION TO 8"CMU TRANSITION TO 8"CMU _ � i z LJ PER ELEVATION PER ELEVATION TYPICAL LOW ROOF FRAMING i. ALL HEADERS i0 BE 4x6 UNLESS NOTED OTHERWISE. S6 iqq 72 TYP 14 146 MFR TRUSSES AT 24"O.C.MAX Q HU612 W/ 9. S9. 2. ALL LVL AND PSL BEAMS ARE TO MATCH JOIST DEPTH U.N.O. (22)Y4"4x2Y44"TITEN-2 S9. S9 TYP 9 _ - - W/1%2"ROOF SHEATHING Q AND ARE FLUSH FRAMED. AND 10d AT 6"O.C. ROOF TRUSSES AT 24"O.C. PANEL EDGE NAILING 3. PROVIDE A35 FROM BEAM TO PLATE AT ALL FLUSH W/ %z.ROOF SHEATHING 13 ~ z BEAM BEARING LOCATIONS. AND 10d AT 6"O.C. Sg z PANEL EDGE NAILING B B W O O 4. REFER TO DETAIL 20/S9 FOR TYPICAL HEADER FRAMING. z cD 5. STUD SPACING TO BE 16"O.C. FOR ALL WALLS. 4 z z \ S9 17 6. REFER TO SHEET S5-5.1 FOR SHEARWALL REQUIREMENTS Sg. N W AND HOLDOWN LOCATIONS. N 7. 3� INDICATES NUMBER OF 2x BRG STUDS. 3 5 LLJ Q Q 8. m INDICATES POST BELOW PER SCHEDULE ON THIS SHEET. ���J TOP CONNECTION PER PLAN. () P°saxxlsx INDICATES AND POST ABOVE PER SCHEDULE ON THIS POST SCHEDULE MEZZANINE FRAMING PLAN 9. PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4X, 6X AND S3 SCALE 1/8"= 1'-0" MARK SIZE CLIENT: MULTI-STUD POSTS THAT DO NOT BEAR ON FLUSH BEAMS. CARLETTI ARCH. ALL WALLS TALLER THAN 12'-0" TO BE O 44 DF#2 DESIGNED BY: 10. INDICATES INTERIOR BEARING WALL. KJM�RT�SGT FRAMED W/ 2x6 LSL STUDS AT 16" O.C. � 6x6 DF//2 11. ROOF TRUSS DESIGN LOADS: HSS 6.00"Dx0.25" W/ A35 TOP/BTM EA STUD DRAWN BY:JH DEAD LOAD- 12 PST+SELF WT 14. INDICATES INTERIOR 2x6 BEARING WALL.ALL EXTERIOR OC LIVE LOAD-30 PSF WALLS AND SHEARWALLS ARE TO BE CONSIDERED CHECKED BY: LL DEFLECTION-L/360 MIN;Y"MAX BEARING JJ/JN iL DEFLECTION-L/240 MIN; Y4"MAX 15. ® INDICATES CMU WALL. REFER i0 CMU WALL DATE: 12. GT INDICATES GIRDER TRUSS ELEVATIONS ON SHEET S6 AND DETAILS ON S6.1 FOR MAY 21, 2020 GST INDICATES GIRDER SHEAR TRUSS REQUIREMENTS. SHEET NUMBER: Si INDICATES SHEAR TRUSS 16. ___� INDICATES CMU HEADER.REFER A CMU /'�^ 13. GIRDER TRUSS TO GIRDER TRUSS HANGERS i0 BE SPECIFIED BY WALL ELEVATIONS ON SHEET S6 AND J v{ MANUFACTURER. DETAILS ON S6.1 FOR REQUIREMENTS. Q1 1.9 2Q9 Q4 6Q 7.1 Q8 Q9 mz�ew 0031-"r Z o =O __82 0 w o w E3 I o _Owe Mwm W � _O Q Z m _a�6 O II A -- -- - -- -- - -- -- -- -- -- -- -- -- - --�-- -- -- -- -- - -- - A I I ° 18 RED-S TRUSSES AT 24"O.C.MAX W/IY32'ROOF SHEATHING AND 10d AT 6"O.C. PANEL EDGE NAILING S9 o a I I I I m O 6 N C C 3 S9 Moa o d N f'no aLL I S9 3 9 I I 59.1 S9 4x I ®POT B LO /AN NN R CK BY TH S C 2 W/EC Q OS CA CO TRA TO i RFY PR VID C 16 '- " i TYPICAL ROOF FRAMING DIS ON IN OU TO RATE LO TIN 34"RED-S TRUSSES AT 24"O.C.MAX - W/$z"ROOF SHEATHING AND 10d AT 6"O.C. � PANEL EDGE NAILING 8 S9 �, low ' - 59 S9. o 6 32 �'PF cTU ALE 5S10NAL EN I I DROP HEADER PER 20/S9 SPANNING APP-BAY OPENING BELOW - W/(2)BRG STUDS AND(2)KING STUDS EA END - -- -- -- -- -- -- -- -- -- -- - -- ----- E AND 2x6 STUDS AT 16"O.C. IN-FILL BETWEEN WOOD HEADER AND CMU 16 z i 59. ® ax 5 L - -i- --_—_— ---- — A O -- -- — -- -- -- - -- -- - -- - - - - z Q N 2 1 6 6 1 7 Q (V S6 S9 S9 - S9 6 S6 J u� 00 Ld Q z ss ss � 5 6 TYP I S9 S6 59 H 0 0 CD ROOF FRAMING NOTES: LLJ o z t REFER TO SHEET S5-5.1 FOR SHEARWALL AND HOLDOWN LOCATIONS. � 2. STUD SPACING IS 16"O.C.FOR ALL WALLS. 2 5 0 3. REFER TO DETAIL 20/S9 FOR TYPICAL HEADER FRAMING. 4. ALL HEADERS ARE 4x6 UNLESS NOTED OTHERWISE. 5. ROOF TRUSS DESIGN LOADS: � ROOF FRAMING PLAN SCHEDULE DEAD LOAD- 12 PST+SELF WT S4 SCALE 1/8"= i'-0" MARK SIZE CLIENT: LIVE LOAD-25 ESE 8. INDICATES INTERIOR 2x6 BEARING WALL. ALL EXTERIOR CARLETTI ARCH. LL DEFLECTION-L/360 MIN WALLS AND SHEARWALLS ARE TO BE CONSIDERED ALL WALLS TALLER THAN 12'-0" TO BE O 44 DF#2 DESIGNED BY: TL DEFLECTION-L/240 MIN BEARING FRAMED W/ 2x6 LSL STUDS AT 16" O.C. 6x6 DF#2 KJM/RT/SGT 5. GIRDER TRUSS TO GIRDER TRUSS HANGERS TO BE SPECIFIED BY 9. ® INDICATES CMU WALL.REFER TO CMU WALL W/ A35 TOP/BTM EA STUD DRAWN BY: HSS 6 MANUFACTURER. ELEVATIONS ON SHEET S6 AND DETAILS ON S6.1 FOR OC .00"Dx0.25" JH REQUIREMENTS. CHECKED BY: 6. RED-S INDICATES OPEN-WEB TRUSSES NY REDBUILT OR EQUAL. JJ/JN 10. ___� INDICATES CMU HEADER. REFER i0 CMU T QX INDICATES POST BELOW PER SCHEDULE ON THIS SHEET. WALL ELEVATIONS ON SHEET S6 AND DATE: TOP CONNECTION PER PLAN. DETAILS ON S6.1 FOR REQUIREMENTS. MAY 21, 2020 SHEET NUMBER: S4 Q1 1.9 2Q9 Q4 Q6 7.1 Q8 Q9 mz��W O O 3�� Im Z m0 A ?U w W r I N O N. 0 E3 p w III I I m ¢�¢ O WN <00 I I I I I I I zzO�ln Z r¢Z w ' I HDUB PER i/S10 I m a I I I I 3 0 u S6 ALIGN UNDER - MST ABOVE CSI - 12 0 E 6 M 0 oho MM9 Nf'no aLL� Y I S6 a a HDU5 HDU5 HDU5 C.2 PER 1/S10 PER 1/510 PER 1/S10 ,- o� 5 a S10 - � HDUS 4 - PER 1/S10 S6 V M ✓AN WAS&, HDUS�� `"qL 3z ?asp�2- PER i/S70 �F�BTU AL SS�ONAL ENG I FL Qo -1 I - -- --- -- -- - - -- --�--- Q cn °O I I -- - - ----- - o 0 0 o o 0 o LL_I m Q - a I I I csls I � FLOOR FRAMING ABOVE p ` O CD WHERE OCCURS STRAP HOLDOWN ABOVE WHERE REO'D BTM SILL NAILING .40p P,Oa P STACK HOLDOWN STUDS 'pR OV1S LL W P LAP CORNER PLATES 3\� Q 1 W/(5)10d O TOP PLATE CONNECTIO NAIL DOUBLE STUDS TOGETHER Z W/2-ROWS 16d AT 6"O.C. INTERMEDIATE STUDS PER PLAN----. ABUTTING PANEL EDGES Q U) PANEL EDGE NAILING AT EA HOLDOWN STUD ALL PANEL EDGES TO OCCUR OVER STUDS,PLATES,RIMS, MAIN FLOOR SHEARWALL PLAN MULTIPLE STUDS AT HOEDOWN OR HORIZONTAL BLKG PER SPECIFIC HOEDOWN DETAIL BOTTOM SILL PLATE CONNECTION S5 / SHEARWALL SCHEDULE CONTINUOUS i0 TOP PLATE SCALE 1 S V-0" PLATE CONNECTION CLIENT: ®' NAILNG oR ANCHOR BOLTS CARLETTI ARCH. 4"SO MAXIMUM PENETRATIONS 8'-0"SPACING MIN CONCRETE/SILL PLATE WOOD FLOOR ANCHOR HOEDOWN WHERE RED LARGER PENETRATIONS ARE NOT ALLOWED SHEARWALL N 0 TES: MARK WOOD STRUCTURAL PANELS PANEL EDGE NAILING PANEL EDGE STUDS CONNECTION TOP PLATE BI SILL PLATE DESIGNED BY: PER PLAN WITHOUT ENGINEERS REVIEW. A.BOLT KJM�RT�SGT INTERMEDIATE SUPPORT NAILING 6 7/16"SHEATHING ONE SIDE 8d AT 6"O.C. 2x 48"O.C.IN 2x PLATE LTP4 AT 16"C.C.- 16d AT 6"O.C. DRAWN BY: SHEARWALL SHEATHIN AT 12"O.C.MINIMUM 1. INDICATES SHEARWALL ON SPECIFIED FLOOR. JH HORIZONTAL OR VERTICAL 7Y"MIN PENETRATION INTO STUD REFER TO SCHEDULE ON THIS SHEET FOR ALL WALLS TALLER THAN 12'-0" TO BE 4 7/16"SHEATHING ONE SIDE 8d AT 4"O.C. 2. 32"O.C.IN 2x PLATE LTP4 AT 16"O.C. 16d AT 4"O.C. PANEL ORIENTATION PANEL EDGE NAILING REQUIREMENTS. FRAMED W/ 2x6 LSL STUDS AT 16" O.C. 3 7/16"SHEATHING ONE SIDE 8d AT 3"O.C. 2-2x 32"O.C.IN 2x PLATE LTP4 AT 12"O.C. 16d AT 4"O.C. CHECKEDJJ/JN 1Y"MIN PENETRATION INTO STUD CSi6 2. INDICATES STRAP AND TYPE OF STRAP AT TOP AND BOTTOM W/ A35 TOP/BTM EA STUD 2 7/16"SHEATHING ONE SIDE 8d AT 2"O.C. 2-2x 1C O.C.IN 2x PLATE LTP4 AT C O.C. 2-ROWS 16d AT 6"O.C. DATE: OF WINDOW. REFER TO DETAIL 3/SIO FOR INSTALLATION INTO WIDE RIM/BEAM MAY 21, 2020 REQUIREMENTS. SHEET NUMBER: SW 3. INDICATES CMU WALL. REFER TO CMU WALL ELEVATIONS ON TYPICAL WOOD SHEARWALL FRAMING A SHEET S6 AND DETAILS ON 56.1 FOR REQUIREMENTS. SCALE: N.T.S. Q1 1.9 2Q9 T Q6 7.1 Q8 Q9 mo��W Z oho N -�? N A o w I o _p4d M-w m w m o - I00 I I I I zzO« I � ° zr�zN A -- - A HDU5 HDUS F MS 7 PER 4/S10 PER 4/S1i) PER S10 > O1 3 0�0 . U -- --�-- -- -- 4 - -- - -- - -- -- -- -- -- -- -- U �0E 6"cM'c oJ= 0 EL 71� I Z� I �J -- 6 -- I I zm =� No I roN I � k M. Q U III I -- -- --+-- -- -- -- -- -- -- --�-- �D o49�a WA&, I P �q 4 32 t��p PG'c LCTU AL SSSIONAL ENG I I 0 I a ' z z I Q o I I - -- - - - r� F 4 776 q Q N S6 J T \ / --- -------- ------ ---------- ° Q V/ \J ` ILij $6 5 Q:L Q w I I I U' 0 LLJ a_ CD FLOOR FRAMING ABOVE p Il z 7 WHERE OCCURS S t 4 OC \ z > L STRAP HOEDOWN ABOVE WHERE REO'D BTM SILL NAILING ZOe P SOa P W STACK HOEDOWN STUDS DPP Oy>SS P LAP CORNER PLATES N W/(5)10d NAIL DOUBLE STUDS TOGETHER 3 4 5 6 b7 8 9 N Q TOP PLATE CONNECTIO W/2-ROWS i6d AT 6"O.C. W � INTERMEDIATE STUDS PER PLAN----.. ABUTTING PANEL EDGES PANEL EDGE NAILING ALL PANEL EDGES i0 OCCUR AT ET "°`°OWN STD° OVER STUDS,PLATES,RIMS, MEZZANINE SHEARWALL PLAN MULTIPLE STUDS AT HOEDOWN � � OR HORIZONTAL ELKS PER SPECIFIC HOEDOWN DETAIL BOTTOM SILL PLATE CONNECTION s5. /" SHEARWALL SCHEDULE CONTINUOUS i0 TOP PLATE SCALE 1 8 i'-0" PLATE CONNECTION CLIENT: NAILING OR ANCHOR BOLTS CARLETTI ARCH. 4"SO MAXIMUM PENETRATIONS 8"-0"SPACING MIN CONCRETE/SILL PLATE WOOD FLOOR ANCHOR HOLDOWN WHERE REO'D LARGER PENETRATIONS ARE NOT ALLOWED SHEARWALL NOTES: MARK WOOD STRUCTURAL PANELS PANEL EDGE NAILING PANEL EDGE STUDS CONNECTION 70P PLATE BTM SILL PLATE DESIGNED BY: PER PLAN WITHOUT ENGINEERS REVIEW. %"m A.BOLT KJM/RT/SGT INTERMEDIATE SUPPORT NAILING 6 7116"SHEATHING ONE SIDE 8d AT 6"O.C. 2x 48"O.C.IN 2x PLATE LTP4 AT 16"O.C.- 16d AT 6"O.C. DRAWN BY: SHEARWALL SHEATHIN AT 12"O.C.MINIMUM 1. MMJ7 INDICATES SHEARWALL ON SPECIFIED FLOOR. JH HORIZONTAL OR VERTICAL TYREFER TO SCHEDULE ON THIS SHEET FOR ALL WALLS TALLER THAN '-0" TO BE 4 7/16"SHEATHING ONE SIDE 8d A7 4"O.C. 2x 32"O.C.IN 2.PLATE LTP4 A7 16"O.C. 16d AT 4"O.C. PANEL ORIENTATION PANEL EDGE NAILING REQUIREMENTS. FRAMED W/ 2x6 LSL STUDS AT 16" O.C. CHECKED BY: TY"MIN PENETRATION INTO STUD 3 /16"SHEATHING ONE SIDE 8d AT 3"O.C. 2-2x 32"O.C.IN 2x PLATE P4 AT 12"O.C. 6d AT 4"O.C. JJ�JN p, CS16 INDICATES STRAP AND TYPE OF STRAP AT TOP AND BOTTOM W/ A35 TOP/BTM EA STUD 2-ROWS 16d AT 6"O.C. DATE: OF WINDOW. REFER TO DETAIL 3/SIO FOR INSTALLATION 2 7/16"SHEATHING ONE SIDE 81 A7 2"O.C. 2-2x 16"O.C.IN 2x PLATE LTP4 AT 8"O.C. INTO WIDE RIM/BEAM MAY 21, 2020 REQUIREMENTS. SHEET NUMBER: SW 3. INDICATES CMU WALL. REFER TO CMU WALL ELEVATIONS ON TYPICAL WOOD SHEARWALL FRAMING /� SHEET S6 AND DETAILS ON 56.1 FOR REQUIREMENTS. `'5. SCALE: N.T.S. J #5VAT8"O.C. o�ow W/HOOK EA END 0 3 8"CMU U.N.O. 4 T ROOF TYP ABOVE OPENING $EA'IME, OOF o W/REINF CENTERED S6. (2)#5H AT TOP OF w 2 8 i CMU HATCH INDICATES (2)#5H ABOVE OPENING, TYP WALL AND SLAB 7 T ROOFI12"CMU W/REINF EA FACE LAP 3'-O"WALL REINF EADER END REINFORCING PER SCHEDULE S9 (P)#SH AT TOP OF g _ w h T.O. CMU=25'-4" PER SCHEDULE OR HOOK AT WALL END TYP EA SIDE OPENING WALL AND SLAB w LL � � T0. CMU=25'-4: rc NoaN� 4 TY 8"CMU U.N.O. ffi 56.7 W/REINF CENTERED _ _ boa _ 6 8 6 vw s6. ss. ss. B G o 7 5 m w S6. S6. h TO.CMU= 15'-4' h TO. CMU= 15'-4" HATCH INDICATES o - N V zF 12"CMU W/REINF EA FACE � - -- PER SCHEDULE o END REINFORCING PER SCHEDULE END REINFORCING PER SCHEDULE HOLDOWN INTO CMU PER,/S5.1 AND 4/S10, TYP 2 T FLOOR (2)#5H AT TOP OF 6 TYP EA END AND EA SIDE OF TYP EA END AND EA SIDE OF - OPENING OPENING S8 WALL AND SLAB z h TO. CMU= 9'-4" 3 XF 6 6 6 IM 7 S6. S6. S6. 56 N END REINFORCING END REINFORCING REINFORCEMENT 7 .I 7 .I •, m PER SCHEDULE, TYP PER SCHEDULE, TYP PER SCHEDULE o 3 c`E d M 8 2 7YP `° u:c REINFORCEMENT S6. d a PER SCHEDULE d q m h FF= 0'-0" `__ '�_ _� h FF=0'-0" h FF=0'-0" _ V� -- -- -- -- -- -- ---- -- 4� -- ---- 4� - -- REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT PER 7/S6.1 PER 6/S6.1 PER 6/S6.1 PER 6/S6.1 CMU WALL ELEVATION 2 CMU WALL ELEVATION 3 CMU WALL ELEVATION S6 SCALE 3/16"= I'-C" S6 SCALE 3/16"=1'-0" S6 SCALE 3/16"= 1'-C" C T 1.9 1 2.9 y � #5V AT 8"O.C. W/HOOK EA END (2)#5H AT TOP OF TYP ABOVE OPENING #5V AT 8"O.C. 11 7 TOP WALL AND SLAB #5V AT 8"O.C. (2)#5H ABOVE OPENING, TYP W/HOOK EA END S6. F WALL HOEDOWN INTO CM M. 11 7 TOP LAP 3'-G"WALL REINF 18 7 CMU TYP ABOVE OPENING 18 7 CMU LA)P Y-OBO WALL REINF PENNTYP PER 1/55.1 AND 4/510, i 2 7 FLOOR 2 5H Ai TOP OF (2)#5 LAPB� O'VE PWALNGREINF TYP ABOVOEKOPENIN6 18 T CMU o4OPaF WASy�`1'fo 56.1 OF WALL EA EN (2)#5H Ai TOP OF OR HOOK AT WALL END S6. EADER 56.1 EADE SS O# 56.1 EADER S 1 N°`F✓ h T.O. CMU= 9'-4" WALL AND SLAB }, T.O. CMU=9'-4" OR HOOK AT WALL END h T.O. CMU= 9'-4" WALL AND SLAB OR HOOK AT WALL END V V V 0 END REINFORCING PER SCHEDULE END REINFORCING PER SCHEDULE A sq az �p TYP EA END AND EA SIDE OF - - REINFORCEMENT-, TYP EA END AND EA SIDE OF �CFE,LC/0 AL OPENING - - 3 PER 3/S6.1 OPENING 1 i 2 TYP SS/AN XR. AL ENG S6' END REINFORCING PER SCHEDULE TYp 2 3 2 TYP EA END AND EA SIDE OF S6. - REINFORCEMENT S6. S6. OPENING PER 3/S6.1 h FF= 0'-0" h FF=0'-O" h FF= 0'-0" yn '----------------------------------------- ---- ---- ------------------------------- --' - ----------- --- -----y yn ------------------------------ --- - ------------------------------- ---- ---- ------ ---- ----------------------------- z WALL CONTROL JOINT REINFORCEMENT REINFORCEMENT REINFORCEMENT WALL CONTROL JOINT O PER 19/S6.1 I PER SCHEDULE PER SCHEDULE PER SCHEDULE, TYP PER 19/S6.1 4 CMU WALL ELEVATION 5 CMU WALL ELEVATION 6 CMU WALL ELEVATION z Q G F o 1 cv S6 SCALE 3/16"= 1'-0" S6 SCALE 3/16"= 1' 0" S6 SCALE 3/16"= I'-C" F- U) 00 CMU REINFORCEMENT SCHEDULE CMU REINFORCEMENT Q LLJ 0-) LAP SCHEDULE ALL vERr BARS To END > a� Q WALLS HORIZONTAL REINFORCING VERTICAL REINFORCING END REINFORCING #4 2'-0" W/90'OR 180'HOOKS AT TOP NOTES: -i = 3: 7 T ROOF #5 3'-0" VERT AND HORIZ REINF PER SCHEDULE LLJ S9 TYPICAL 8" #5 AT 24"O.C. #5 AT 24"O.C. (2)#5V IN 1ST CELL 1. REFER TO ARCHITECTURAL PLANS FOR WINDOW/OPENING V T.O. CMU=25'-4" WALL (2)#5H ABOVE/BELOW DOOR OPENING � .SIZES AND LOCATIONS z (2)#5H AT 70P OF EXTEND MIN 3'-0"PAST OPENING z TYPICAL 12" #5 EA FACE AT 24"O.C. #5 EA FACE AT 24" (4)#5V, (2)EA FACE IN 1ST WALL, TYP W/HOOK AT WALL END J - O WALL O.C. CELL 2. ALL CMU BLOCKS ARE TO BE 8",UNO. Q O 3. =INDICATES 12"CMU 0 C p #5V AT 8"O.C.U.N.O. 4. CMU BLOCKS ARE r0 BE PLACED IN HORIZONTAL RUNNING BOND COURSES z U W/180°HOOK TOP/BTM AND ARE TO HAVE CONCAVE MORTAR JOINTS. LyJ i 5 ABOVE DOOR y S6.1 HATCH INDICATES 5. TOLERANCES FOR CMU PLACEMENT ARE AS FOLLOWS: Q END REINFORCING PER SCHEDULE h L0.CMU= 15'-4" • VARIATION FROM PLANE OF WALL:Ya"MAX IN 10Fi AND%"MAX IN U O 12"CMU W/REINF EA FACE TYP EA END AND EA SIDE OF PER SCHEDULE OPENING END REINF PER SCHEDULE 3 20Fi OR MORE. (2)#5H ABOVE OPENING, TP #5V Ai 8"O.C. HOLDOWN INTO CMU EA END OF WALL, 56.1 • VARIATION FROM PLUMB:%"MAX PER STORY. LAP 3VE WALL REINF 7W/HOOK EA END PER 1/55.1 AND 4/510, TYP 8"CMU U.N.O. CORNER,AND INTERSECTION VARIATION FROM LEVEL COURSING:Ye"MAX IN 3FT,Y<"MAX IN 10FT 18 T CMU 2 T FLOOR 2 7 FLOOR W REINF CENTERED 2 7 FLOOR 2 5V EA SIDE AND Y'MAX IN 30FT. OR HOOK AT WALL END TYP ABOVE OPENING (2)#5H AT 70P OF / O# 56.7 EA S8 S8 SS h T.O. CMU= 9'-4" WALL AND SLAB EA OPENING, U.N.O. 6. SOLID GROUT ALL CELLS V CLIENT: 7. ALL HORIZONTAL REINFORCING ARE TO END IN 90'OR 180'HOOKS. CARLETTI ARCH. DOOR WHERE OCCURS CORNER REINFORCING MAY BE USED IN LIEU OF 90'HOOKS. PER PLAN DESIGNED BY: 8. ALL VERTICAL SPANDRAL REINFORCING i0 HAVE 180`HOOKS EA END. KJM/RT/SGT i DRAWN BY: 3 , 7YP 2 X9. REFER TO PLAN FOR TYPICAL CMU REINF SPACING. JH S6.1 S6.1 S6. MAXIMUM REINFORCING SPACING TO BE#5 AT 24"O.C.EA WAY. CHECKED BY: V FF= 0'-0" ______________ ______________ _________ __ _____J 10. COORDINATE MECHANICAL BLOCKOUi SIZES AND LOCATIONS WITH JJ/JN ---------- ------------ -- ----------- --- ----- ----- --------- - ---- MECHANICAL DRAWINGS. DATE: REINFORCEMENT 11. THESE ELEVATIONS ARE SCHEMATIC IN NATURE.REFER TO DETAILS ON MAY 21, 2020 REINFORCEMENT PER 3/56.1 PER SCHEDULE, TYP PROVIDE MATCHING DOWEL INTO FTG SHEET 56.1 AND PLANS FOR FURTHER REQUIREMENTS.LAYOUTS IN DETAILS SHEET NUMBER: FOR EACH VERT BAR TAKE PRECEDENCE OVER ELEVATIONS. CMU WALL ELEVATION 8 TYPICAL CMU WALL REINFORCING DETAIL S6 S6 SCALE 3116"= v-0" S6 SCALE 3/8"= i'-O" (2)#5V EA FACE A7 TRANSITION HORIZ REINF PER ELEV END 12'CMU BARS 8"WALL REINF a F w (2)#5V EA FACE AT REINF.PER ELEV I'-0"�#4 Ai 24"O.C. W/180°HOOKS CENTERED IN WALL ABOVE LL m w ENDS OF WALLS HORIZ BARS 70 END IN 4'-0° EXTEND INTO 12"WALL z a 3 180'HOOKS I o w (2)#5V EA CELL REINF PER SCHEDULE ozF AT 12 CMU N CAP PIECE a o k o y o n PER ARCH o_ z a (2)#5V AT TRANSITION-1LAP 3'-0"MIN m o w g #SH IN iSi COURSE > REINF OF 8"CMU z o w PER SCHEDULE BALANCE PER N 2 5V EA FACE A7 HORIZ REINF LAP 4'-0"MIN 5H EA FACE— HORIZ ()# PER SCHEDULE r o' 2/56.1 A7 WALL # ENDS OF WALLS #5 RETURNS>32" IN LAST COURSE o w �^ OF 12"CMU o o o • a AT EA (2)#5V A7 TRANSITION z -m #5�; #4 PE A7 8"O.C. END 12"CMU BARS HORIZ BAR (2)#5V W 180°HOOKS EA END o w A7 EA EA CELL / W/180°HOOKS <n o EXT.FACE VERT BARS LAP INT.FACE OF REINF AT 8 CMU HORIZ BAR (2)#SV EA FACE ER o w CORNER 70 END W/180'HOOK 3'-0"MIN INTO WALL ABOVE m REINF PER ELEV -¢ o HORIZ BAR i0 END IN VARIES,8"MIN, 32"MAX w oN 28 - 180°HOOKS PER ELEV WHERE<32" a 00 -AT 12" CMU AT 8" CMU o CORNER BAR FROM 8"CMU � WALL BALANCE PER 2/S6.1 6 - 1 CMU SECTION 2 CMU SECTION 3 CMU SECTION 4 CMU SECTION LAP 3'-0"W/12"CMU HORIZ. BAR 5 CMU SECTION Z 56.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" N 8"CMU REINF PER ELEV rn (2)#5V CONT AT CORNER ' 4 3 M E a #5H EA FACE AT 16"O.C. o d m W/180°HOOK EA END #SV EA FACE EA CELL 0 M" VARIES,32"MIN N r-m a LL MU WALL 10d A7 6"O.C. PER ELEV PROVIDED CORNER DOWELS AT EA MAT PER 2/S6.1 LOW ROOF FRAMING PER PLAN ROVIDE HOOKED CORNER _•__•___ BARS EA FACE,SIM TO REINF PER ELEV f^ 1 12"CMU REINF PER ELEV 3/S6.1,LAP 4'-0"INTO WALL l �i i i (2)#5V EA FACE EA END -------) (4)#5V Ai CORNER (4)#5V Ai WALL i I�� (2)EA FACE END PER 1/S6.1 1_______I PERPENDICULAR WALL AT SIM CONDITION PROVIDE CORNER BARS PER 2 S6.1 PT 2xi2 LEDGER W/ HE NO iIT SCREWS ----�K------ / A7 16"O.C.INTO CMMUU SHELL, NOT JOINTS 6 CMU SECTION CMU SECTION 10 CMU SECTION M. ,, '�¢9Poe wnsy�cj0,f, S6. SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" 56.1 SCALE 3/4"= 1'-0" 01 s N 6 -o Jy 4, _p 0F BTU AL ENG?�l>,1 �SS�ONAL ENG SHEARWALL ABOVE PER PLAN PT 2x6 SILL PLATE W/%"0 A.BOLT A7 SPACING PER z SCHEDULE(AT 48"O.C. MAX) O (2)#5H A7 TOP OF WALL N � N REINF PER ELEV C) 00 VERT BARS i0 END m W/180'HOOKS WALL PER ELEV —i W W � ~ z z 11 CMU SECTION o S6. SCALE 3/4"= 1'-0" (CT1 ONTROL JOINT JOINT PER PLAN o EXISTING OR NEW CMU PER PLAN W z 41 8"CMU PER ELEV 0 1%" 1%" HATCH INDICATES O Q CAP PIECE PER ARCH HALF UNITS AREA WHERE PTEN SHEARWALL ABOVE ANCHOR CANNOTiE #5 DOWEL AT EA VERT BAR ABOVE PER PLAN #5V EA FACE PER ELEV BE USED W/180'HOOK ABOVE C) W/90'HOOK INTO 12"CMU OPENING MAINTIAN MIN 3" Pi 2x6 SILL PLATE 4"CLR EDGE DISi #3 STIRRUPS W/%"m A.BOLT AT SPACING SEC PER SCHEDULE(A7 48"O.C. MAX) (2)#5T/B CLIENT: AT 16"O.C. DO NOT PLACE ANY ANCHOR 411 LAP 3'-0"INTO WALL BEYOND CARLETTI ARCH. ROTATE DOWEL HOOK OR HOOK AT WALL END WITHIN 1Y2"OF HEADED JOINT DESIGNED BY: PARA. 70 WALL 717EN HD ANCHORS ONLY KJM/RT/SGT HORIZONTAL BARS PER SCHEDULE PROVIDE BACKER ROD 70 GO IN GROUTED CELLS (2)#57/B M W/180'HOOKS AT CONTROL JOINT �W/CAULKING Ai JOINT DRAWN BY: (2)#57/B LAP 3'-0"INTO WALL BEYOND CMU WALL LOCATE TITEN HD ANCHORS JH LAP 3'-O"INTO WALL OR HOOK A7 WALL END (2)#57/B BEYOND ONLY IN FACE SHELL CHECKED BY: BEYOND OR HOOK AT — LAP 3'-0"INTO WALL BEYOND WALL END ��� OR HOOK AT WALL END W/IN CENTER OF BOND BEAM JJ�JN CMU WALL BEYOND #5V A7 8"O.C. DATE: W/180'HOOK EA END CMU WALL BEYOND n EINF PER SCHEDULE r MAY 21, 2020 AT 12 CMU AT 8 VCMU MIN(1)#5V EA CELL SHEET NUMBER: ADJACENT TO CONTROL JOINT 16 CMU SECTION 17 CMU SECTION 18 CMU SECTION 19 CMU SECTION 20 CMU SECTION S6. 1 S6.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" S6.1 SCALE 3/4"= 1'-0" SHEARWALL SHEATHING STUDS PER PLAN VERTICAL AND HORIZONTAL BALANCE POST PER PLAN MU PER ELEVATION CMU PER ELEVATION CMU PER ELEVATION AND NAILING PER PLAN REINFORCEMENT OF CMU PER 3/S7 a a w 0 PT 2x6 PLATE W/%"0 A.BOLTS VERTICAL AND HORIZONTAL . VERTICAL AND HORIZONTAL PER ELEVATIONS m w CMU VENEER PER ARCH 23/4" AND WASHER PER Si REINFORCEMENT OF CMU - #5x3'-0"DOWELS AT 48"O.C. REINFORCEMENT OF CMU ,4- #Sx3'-0"DOWELS AT 48"O.C. -STOP CMU AT DOOR OPENINGS WHERE OCCUR PER ELEVATIONS - DRILL AND EPDXY,EMBED 6"IN70 CMU PER ELEVATIONS DRILL AND EPDXY,EMBED 6"INTO CMU AND RUN SLAB CONTINUOUS 4H AT TOP AND AT 18"O.C. ABU66 POST BASE 4H AT TOP AND AT 18"O.C. o o w # # WITH TURN DOWN FOOTINGS m z- SLAB PER PLAN W/58..0 A.BOLT SLAB PER PLAN SLAB PER PLAN SLAB PER PLAN ~ SLOPE TO DRAIN AND SLOPE TO DRAIN AND #5x3�-0"DOWELS AT 48"O.C. (2)#4H AT TOP AND SLOPE TO DRAIN AND SUBGRADE PER GEOTECH SUBGRADE PER GEOTECH SLOPE i0 DRAIN AND DRILL AND EPDXY,EMBED 6" z AT 12"O.C. SUBGRADE PER GEOTECH DOWELS PER CMU ELEVATION _ DOWELS PER CMU ELEVATION SUBGRADE PER GEOTECH - INTO CMU,EA SIDE N z Ni N W/ALTERNATE 90-HOOKS W/ALTERNATE 90-HOOKS S o N � nor - BALANCE /// / w �, / . ���/�.�. �° w o ���� .�,.• _ % .: i° o / #4 DOWELS A7 48"O.C. PER 1/S7 �'�� ow T , �//% w �" °-,.'/�� 4 DOWELS A7 48 O.C. /� a r #4 DOWELS AT W/90'HOOK DOWELS °• s z 3'-0" FTG DRAIN Q x z - �� # \ ° o Ld 0 z Q INTO FTG CON7.FOOTING ? J 2 #5 AT 24"O.C. z x AROUND J N 2 a'-0" W/90'HOOK D WELS DOWELS PER CMU ELEVAPO g 48"D.C. g # / w Jp THRU _ _ ¢ PERIMETER �i 24"O.C. INTO FTG 2L " �2 W ALTERNATE 90'HOOKS w =I=i i #4V DOWELS AT 12"O.C. ,9. _i _i - - SCHEDULE ON S6 0 € _ W/90'ALTERNATE HOOK o i° 1 LAP W VERT BARS PER �n INTO FTG N a° m c o e N FTG DRAIN 3 4B P i S7 PER SCHEDULE ��i��i,�i�,./��i�°�i�� ..�ia�����iT� ����i��i��i> ��i ,�iw��/,y�� °��/,\�i%� ��ii��ii> ./ /i• #SB CONT AT 10"O.C. / /i (7)#68 CONT (3)#58 CONT Q ro AROUND 6" 6" 6" )# EO EO FTG DRAIN EQ EO AND 5B TRANSVERSE E E 5B TRANSVERSE E ° PERIMETER i-6" PER PLAN AROUND " # " # = AT 12"O.C. 5'-G„ - AT 12"O.C. 2'-0„ - 1 FOUNDATION SECTION 2 FOUNDATION SECTION PERIMEER FOUNDATION SECTION 4 FOUNDATION SECTION M 5 FOUNDATION SECTIONM z S] SCALE 3/4"= 1'-0" S] SCALE 3/4"= 1'-0" S] SCALE 3/4"= 1'-0" S] SCALE 3/4"= 1'-0" S� SCALE 3/4"= 1'-0" L d rn LEVEL SLAB AT DOORS ROUND HSS PER PLAN CMU PER ELEVATION °iYP � S OPE FLOOR i0 DRIVE WAY SLOPE FLOOR i0 DRAIN VERTICAL AND HORIZONTAL 3'-0" 1%"CLR `o v;m REINFORCEMENT OF CMU a 4 s8"0 WTS °' ,°o M o#4H Ai EDGE #AT 24"O.C. o O (2)#4 TIES AT i0P PER ELEVATIONS ° _I O DRILL AND EPDXY AND A7 12"O.C. o m M AND AT 12"O.C. CMU WALL BEYOND 3'-0" c EMBED 8" 3" N rn a LL 3._0" SLOPE FROM FACE OF SLAB PER PLAN x � �� / CHAMFER, TYP #4 AT 24"O.C. SLAB PER PLAN DOWELS PER CMU ELEVATION L2x2xY AT DOOR W/ #4 AT 24"O.C. DOOR PER ARCH SLOPE TO DRAIN AND a„ g ' ' 18"SO CONIC PLINTH "0x4"W.H.S. A7 16"O.C. LTERNATE LTERNATE HOOKS SLOPE TO DRAIN AND W/ALTERNATE 90-HOOKS SUBGRADE PER GEOTECH BASE 4H AT EDGE HOOKS IN FTG IN FTG 3/"CHAMFER SUBGRADE PER GEOTECH W J - PLATE # SLAB PER PLAN #4H 12 EDGE SLAB PER PLAN , o BASE PLATE PLAN DRIVE WAY ND AT 12"O.C. SLOPE TO DRAIN AND AND A7 12"O.C. SLOPE i0 DRAIN AND Q i z BY OTHERS SUBGRADE PER GEOTE H SUBGRADE PER GEOTECH " • ° <. y ------------ Q / O# DOWELS EQUALLY SPACED / • a • ° NON-SHRINK ROUT /n ____ ° °• #4 DOWELS AT 48"0 C G 4 4 � `�/� / / • PAD AS NEC. 4"HIGH • • •�� W/90'HOOK DOWELS z x (MAX( ) 1 ��` g INTO FTG g ,I /1` o • /1` o J2 FOOTING __ F0071NG "' - BALANCE PER 4/57 PER 8/S7 PER 4/S7 v FTG DRAIN (2)#48 ,�i,/r� /� vat ° PER SCHEDULE l.'>� �i,!/ r .� _D - i' P�T � FTG DRAIN � < fT EOM �1'-2%"TB 8"MIN AROUND PERIMETER � AROUND PER PLAN s FOUNDATION SECTION FOUNDATION SECTION 8 FOUNDATION SECTION PERIMETER FOUNDATION SECTION 10 FOUNDATION SECTION �P, M. 'A�f WASH�h S� SCALE 3/4"= 1'-0" S7 SCALE 3/4"= 1'-0" S� SCALE 3/4"= 1'-0" S] SCALE 3/4"= 1'-0" S� SCALE 3/4"= 1'-0" 01 QP J'p sx '�'•��� CENTER WALL/FTG CENTER WALL/FTG CENTER WALL/FTG CENTER WALL, CURB/FTG CENTER WALL, 0F,SONAR CURB/FTG SHEARWALL SHEATHING SHEARWALL SHEATHING NON-BEARING PT 2x6 PLATE W/ AND NAILING PER PLAN AND NAILING PER PLAN BEARING WALL PER PLAN SHOT PINS AT BEARING WALL PER PLAN WALL PER #4 CONT.UNDER Pi 2x6 PLATE W/%"0 A307 ALL THREAD PT 2x6 PLATE W/%"0 A307 ALL THREAD PT 2x PLATE W/SHOT PLAN PT 2x6 PLATE W/ 12 O.C. TRENCH DRAIN SHEARWALLS DRILL AND EPDXY,EMBED 9"INTO SLAB (2)#4H AT TOP IN CURB DRILL AND EPDXY,EMBED 9"INTO SLAB IN AT 12"O.C. SHOT PINS AT 12"O.C. P R AR H CONT. CURB (2)#4H IN TOP BY OTHERS z W/A.BOLT SPACING PER SCHEDULE W/A.BOLT SPACING PER SCHEDULE (2)#4H IN CURBS #4V DOWELS AT 48"O.C. OF CURB T (48"O.C.MAX) W/WASHER PER Si #4 CONL UNDER z (48"O.C.MAX) W/WASHER PER Si _ 4H CONT. UNDER CURBS z_ W/HOOK INTO FTG _ z° 10"LEGS _ SHEARWALLS g # - FLOOR g a CONC. CFLOOR FLOOR�, FLOOR J, FLOOR h • R ° ANCHOR BOLT EMBEDMENT a\ ° DRIFT BIN PER 1/S10 (3)#4B BALANCE Ai 48"O.C.,DRILL ��!i �ii �ii �ii �ii �ii�w CONT SLAB REINF AT W w FTG MUST BEAR ON PROVIDE 4X2'-6"DOWELS AT AND EPDXY EMBED 2" SLAB SPACING BELOW (3)#48 1'-6" (3)#48 NATIVE SOIL OR M STEM WA�BEYOND PER 13/S7 INTO SLAB TRENCH DRAIN �_ Q FTG MUST BEAR ON " FTG MUST BEAR ON " (2)MIN CONT.BARS > PROVIDE#4x2'-6"DOWELS AT PROVIDE#4x2'-6"DOWELS AT COMPACTED STRUCTURAL FILL EPDXY W/4"EMBED AT BEARING WALL AT NON-BEARING WALL LL NATIVE SOIL AL �' STEM WALL BEYOND NATIVE SOIL OR STEM WALL BEYOND z COMPACTED STRUCTURAL COMPACTED STRUCTURAL FILL EPDXY W/4"EMBED FILL EPDXY W/4'"EMBED 0 � .. � z z P FOUNDATION SECTION 12 FOUNDATION SECTION 13 FOUNDATION SECTION 14 FOUNDATION SECTION 15 FOUNDATION SECTION Q o SCALE 3/4"= i'-0" S� SCALE 3/4"= i'-0" S� SCALE 3/4"= i'-0" S� SCALE 3/4"= i'-0" S� SCALE 3/4"= i'-0" C) 0- 0 (2)#4H AT TOP CAP PER ARCH _ _ 14 Ai NON-BR_G z z MATCH THICKNESS S7 SAW CUT JOINT PER S2 AND#4H AT 24"O.C. APPLIANCE PER ARCH i� `\� � J CENTER WALL FTG ANCHOR i0 SLAB PER AND REINF. W/SLAB 1S2 Ai BRG SAW CUT: O / PROVIDE LEGS INTO MFR SPECS. PROVIDE JOINT SEALER 2�"AT 8"SLAB � SLAB A7 ALL SAW CUTS 1 LAB REINF PER PLAN O Q SHEARWALL SHEATHING 4 DOWELS AT 24"O.C.EA WAY DROP SLAB FOR SHOWER 1Y2"AT 4"SLAB CONTINUE AT SAW CUT #4V AT 24"O.C. AND NAILING PER PLAN # 4H AT EDGES, TYP x DRILL AND EPDXY,EMBED 6"INTO SLAB # PAN PER ARCH g LAP DOWELS 2'-0"MIN 8"CMU Pi 2x6 PLATE W/%"0 A.BOLT PER CONTRACTOR OPTION: A U-BARS IN LIEU OF INDIVIDUAL DOWELS SCHEDULE(48"O.C. MAX)W/ LAP SLAB #4V DAILTERNATE HOOKS #4 CONT.. UNDER WASHER PER S7 6"ELEVATED SLAB BAR 2'-0", i1P CONC. CURB SAW CUT JOINT CLIENT: SHEARWALLS _ ° z FLOOR FLOOR FLOOR ° - - CONTROL JOINT PER S2 CARLETTI ARCH. o ° - •, a ° _ _ PROVIDE JOINT SEALER DESIGNED BY: .I - �.f m ° a ° �. /�✓° AT ALL SAW CUTS SAW CUT: KJM/RT SGT "' ° • • • _ SLAB REINF g ¢ W ° ° S a g Y"0x2'-0" 2%2"AT 8"SLAB STOP AT DRAWN BY: a GREASED DOWEL AT 18"O.C. 1 " F MUST BEAR ON i o STEP FOOTING 1� A CONTROL JOINT JH _i " ° ' FTG 3'-6"SO 4B AT 12"O.C. { W'HERE OCCURS, i 4"SLAB (3)#4B CONT.. NATIVE SOIL OR # CHECKED BY: �� COMPACTED STRUCTURAL FILL ,.,� EA WAY �• --- •� SEE DETAIL it/S7 Po ° °. PER SCHEDULE B"MIN 8"MIN _ JJ/JN PER PI AN FTG MUST BEAR ON DATE: NATIVE SOIL OR r,/��i././, �y,��i����,��� COMPACTED STRUCTURAL FILL \��A��ACOATNUOU \ ' MAY 21, 2020 (2)#HERE OCCURS FTG DRAIN �Q E(� � CONTINUE(2)#5 THRU SHEET NUMBER: AROUND 2'-0" ." PER PLAN CONTROL JOINT WHERE PERP TO JOINT PERIMETER M AS CALLED OUT ON PLAN ^ (]S 6 =FOUNDATION SECTION 17 FOUNDATION SECTION 18 FOUNDATION SECTION 19 FOUNDATION SECTION 20 FOUNDATION SECTION J 7 SCALE 3/4" 1'-0" S] =SCALE 3/4" 1'-0" S] SCALE 3/4"= 1'-0" �7 SCALE 3/4"= 1'-0" S] SCALE 3/4"= 1'-0" SHEARWALL SHEATHING—, SHEARWALL SHEATHING—, AND NAILING PER PLAN AND NAILING PER PLAN FLOOR NAILING a m w FLOOR NAILING PER PLAN PER PLAN AT PARA. COND PROVIDE o w 16d PER SCHEDULE 16d PER SCHEDULE AT PARA. COND PROVIDE w PROVIDE 1Ya' LSL BLKG AT 48"O.C. 2-BAYS 1%"LSL BLKG 2-BAYS 1%"LSL BLKG FLOOR NAILING � z (6"O.C.MAX) W 10d AT 4°O.C.FLOOR NAILING (6"O.C.MAX) AT 48"O.C. W 10d Ai 4"O.C. PER PLAN i%"LSL RIM / FLOOR NAILING Z / AT AY O.C. W/10d AT 4"O.C. / AT PARA.COND FLOOR NAILING INTO EA BLOCK FLOOR NAILING INTO EA BLOCK i%"LSL RIM 0 z s SUBFLOOR h 2 SUBFLOOR h SUBFLOOR h SUBFLOOR h N o w 1/"LSL RIM � 1/"LSL RIM--,,,,.I w n EXTEND SW SHEATHING DOWN n �u W/EDGE NAILING � t 7 16d EA SIDE JOIST INTO EACH PLATE AND IF LTP4 PER SCHEDULE TOP PLATE NAILING PER SCHEDU Pi 2x6 PLATE(i6"O.C.MAX) (10d AT 6"O.C.M LTP4 PER SCHEDULE W 34"A.BOLT PER SCHEDULE A35 PER SCHEDULEv~i PER SCHEDULE , " (16"O.C.MAX) / 1/z'LSL BLKG (16"O.C. MAX)E (Ai 48"O.C.MAX) CD o w�NAILED INTO NAILED INTO AT 8'-0"O.C. m TOP PLATE AND RIM NED i0 LT PER SCHEDULE TOP PLATE AND RIM EA SIDE a FCMU PER ELEVATION MAX) SHEARWALL SHEATHING CMU PER ELEVATION AND NAILING PER PLAN SHEARWALL SHEATHING a - _AND NAILING PER PLAN o d SECTION SECTION SECTION SECTION Z S8 SCALE 3/4"= 1'-0" S8 SCALE 3/4"= 1'-0" S8 SCALE 3/4"= 1'-0" SS SCALE 3/4"= 1'-0" M r N SHEARWALL PER PLAN m rn INSTALL STHG PRIOR i0 SHEARWALL PER PLAN SHEARWALL PER PLAN— PLACING TRUSS INSTALL SHTG PRIOR INSTALL SHTG PRIOR d � TO PLACING TRUSS TO PLACING TRUSS 12- E ov r lOd AT 6"O.C. > n4' lOd AT 6"O.C. lOd AT 6°O.C. �� 2x6 LEDGER W/ 2x BLKG ROOF SHEATHING ROOF SHEATHING 3-16d AT EA STUD 2x BLKG 2x BLKG R N m a LL AND 16d AT 6"O.C. INTO BLKG BALANCE 16d PER SCHEDULE PER 1/S8 (AT 6"O.C.MAX) BALANCE FLOOR NAILING PER 1/S8 PER PLAN 2x8 LEDGER W/ SUBFLOOR h SUBFLOOR h SUBFLOOR h 3-16d AT EA STUD STAIRWELL TRUSS TIGHT TO SHEATHING TRUSS TIGHT i0 SHEATHING W/(2)16d AT TOP AND BTM CHORD W/(2)16d AT TOP AND BTM CHORD HANGER PER EA STUD AND 16d AT 6"O.C. EA STUD AND 16d AT 6"O.C. TRUSS MFG INTO 2x BLKG INTO 2x BLKG SHEARWALL SHEATHING 6 SECTION SECTION AND 8 AILNGSECTION PER PLAN Piy M.✓� SO49 aF WAgy�hlt;',f./' S8 SCALE 3/4"= 1'-0" S8 SCALE 3/4"= 1'-0" S8 SCALE 3/4"= 1'-0" 0 s x CF BTU AL �SSIONAL ENG z 0 Q N Q N W u� 00 W 0-)W �_ z_ � ~ z Q z o o LL- n 0 12:� z 0 1 j 0 ry o Q Li 7; U) CLIENT: CARLETTI ARCH. DESIGNED BY: KJM/RT/SGT DRAWN BY: JH CHECKED BY: JJ/JN DATE: MAY 21, 2020 SHEET NUMBER: S8 ROOF NAILING ROOF NAILING 2x BLKG ROOF NAILING ROOF NAILING PER PLAN 2x BLKG PER PLAN 2x BLKG PER PLAN PER PLAN w ROOF NAILING A35 AT i6"O.C. o F a A35 AT 16"O.C. PER PLAN 2x BLKG A35 AT 16"O.C. 2x BLKG a m TRUSS CONNECTION A35 AT 16"O.C. TRUSS CONNECTION A35 AT 16"O.C. PER MFR(DESIGN FOR 1550LB UPLIFT RIPPED 4x PLATE W/ a 3 2x6 RIM AND 300LB HORIZ LOAD 2x RIM TRUSS CONNECTION 2x RIM Ye"Ox6"SDS SCREWS TRUSS CONNECTION - PER MFR DESIGN FOR 1550L6 UPLIFT ) PER MFR( PER MFR(DESIGN FOR 1550LB UPLIFT Ai 8"O.C. AND 300LB HORIZ LOAD) 2x4 OUTRIGGERS 2x RIM AND 300LB HORIZ LOAD) 2x8 AT 24"O.C. HGR EA END - 2x RIM =W w z &o (2)2x6 TOP PLATE TOP BARS ° S N x ui EXTEN RIP TOP PLATE EXTEN PER ELEVATION LU528 HGR rc z o w OVERHANG PER OVERHANG PER (2)2x6 TOP PLATE,RIP 70P 70P CHORD (2)2x6 TOP PLATE OVERHANG PER A35 EA EXTEND FOR SLOPE, 1"MIN TOP CHORD ^ =N ARCH,2'-0"MAX A35 EA ARCH,2'-0"MAX DEPTH PLATE FOR SLOPE, i"MIN 2x8 OUTRIGGERS 2 2x6 TOP PL iE "} RIP 70P PLATE ARCH,2'-0"MAX OUTRIGGER TOP CHORD O OUTRIGGER DEPTH,AND YYs"O A.BOLT AND A7 16"O.C. RIP TOP PLATE ¢ FOR SLOPE, 1"MIN OVERHANG PER o DEPTH (2)2x6---' ARCH,2'-0"MAX WASHER PER S1 70P BARS PER ELEVATION FOR SLOPE, I. IN o 0 o a TOP PLATE OVERHANG PER ARCH,6'-0"MAX 6-0 MI MI DEP7 w €< w cn - m w SHEARWALL SHEATHING SHEARWALL SHEATHING SHEARWALL SHEATHING OPEN WEB BUSSES BARS PER ELEVATION BARS PER ELEVATION o _ PEN WEB TRUSSES ° AND NAILING PER PLAN AND NAILING PER PLAN AND NAILING PER PLAN PER PLAN N OPEN WEB TRUSSES PER PLAN OPEN WEB TRUSSES OPEN WEB TRUSSES 4 ro - - BALLOON FRAMED STUDS PER PLAN BALLOON FRAMED STUDS BALLOON FRAMED STUDS CMU WALL PER ELEVATION PER PLAN PER PLAN o PER PLAN PER PLAN PER PLANL - CMU WALL PER ELEVATION d - NN ROOF SECTION NN ROOF SECTION rN ROOF SECTION NN ROOF SECTION NN ROOF SECTION Z S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" N ROOF NAILING 2x BLKG O.C. d m c \FER NAILING 2x BLKG PER PLAN A35 A7 2x6 OUTRIGGERS 0d AT 4" o c a AN A7 24"O.C. ROOF SHEATHING AN c A35 A7 i6"O.C. 16"O.C. ._ `o F 8, 2x RIM A35 AT 16' O.C. NAILING PER PLAN d o E d 2x6x2'-0"LEDGER °' 2x6 OURIGGERS '° ROOF NAILING TRUSS CONNECTION - >< W/Ya"x3"SDS SCREWS 0 S N ROOF NAILING ^c AT 24"O.C. - -- -- ROOF NAILING PER PLAN PER MFR ^� M M A7 4"O.C.INTO BTM CHORD 5 EA PER PLAN N in a LL A35 EA PER PLAN -o 2x RIM OURIGGER OUTRIGGER 2x BLKG \ 2'-0"MAX / A5EA N7\ \ TRUSS BLKG TOP BARS TOP PL"A7E CS76x48"STRAP (2)2x6 70P PLATE PER 16 S9, SHEARWALL SHEATHING 'i 2x6 BRACE AT 8'-0" / (2)2x6 TOP PLATE, AND NAILING PER SCHEDULE --- W 4 Y,"0x3"SDS SCREWS LAP SHEATHING PER ELEVATION Y /O RIP TOP PLATE A35 EA W//e'0 A.BOLi AND TYPE©. _ _ _ _ _ _ _ _ EA END OVER NAILER OUTRIGGER WASHER PER Si FOR SLOPE, 1"MIN ROOF NAILING DEPTH OVERHANG PER 2x6 BRACES PER PLAN ARCH,2'-0"MAX OPEN WEB SHEAR TRUSSES - (2)2x6 A7 8'-O"O.C. 2x6 HORIZ BLKG 2x6 STUDS A7 16"O.C. DESIGN FOR AN AXIAL 70P PLATE 'i TOP AND BTM 10d A7 4"O.C. 2x6 PLATE W/ 'i (4)%"0 SDS SCREWS W/A35 EA END FORCE OF 250 PLF 10d AT 6"O.C. r"T.R.Us." ER PLAN �i6d A7 6"O.C. 0 TYP BRACE CONNECTION ---- - FASTENER LENGTH SHALL i �I T INTO TRUSS BARS PER ELEVATION ZI OPEN WEB TRUSSES PENETRATE 1Y"INTO ALL A35 A7 24"O.C. OVERHANG PER PER PLAN OPEN WEB TRUSSES ARCH, 2'-0'"MAX Pi 2x4 PLATE W/SHOT PINS i• MEMBERS 2x6x2'-O"LEDGER BALLOON FRAMED STUDS PER PLAN AT 12"O.C. /V (2)DT72 TIES W %"x3"SDS SCREWS PER PLAN CMU WALL PER ELEVATION 2x8 /6"SHEATHING W / BEAM PER PLAN / SHEARWALL SHEATHING W %"0 ALL THREAD 10d AT 4"O.C. AT 4"O.C.INTO BTM CHORD STUDS PER PLAN SHEARWALL SHEATHING HSS ROUND TUBE 14 / AND NAILING PER PLAN AND(8)Y,"xi%"SDS BEAM PER PLAN EA SIDE OF BRACE AND NAILING PER PLAN PER PLAN S9 �N ROOF SECTION NN ROOF SECTION FRAMING �N ROOF SECTION ROOF SECTION 10 ROOF SECTION M.JANf �49��F WASy�h C'„tf S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" ROOF NAILING 2x BLKG W/VENT HOLES NOTCH TRUSS NOTCH TRUSS 2"DEEPER THAN BUSS ROOF NAILING FOR OUTRIGGER 2x6 OUTRIGGER (8)8d EA ROOF NAILING FOR OUTRIGGER 2x6 OURIGGER (8)8d EA Q'po�'��c ROOF SHEATHING AND ROOF SHEATHING AN PER PLAN F TU ALCM �d NAILING PER PLAN NAILING PER PLAN 70P CHORD PER PLAN AT 24"O.C. PLATE PER PLAN AT 24"O.C. PLATE £Ss/ANAL EN`' ROOF SHEATHING AND -- -- ROOF NAILING ROOF NAILING NAILING PER PLAN 16d AT i6d AT PER PLAN PER PLAN (2)16d (2)16d 6"O.C. 6"O.C. 2x BLKG ALIGN A7 OUTRIGGERS 2x BLKG ALIGN AT OUTRIGGERS \ \ OVERHANG PER W/SHEATHING A35 EA W/SHEATHING A35 EA RIPPED 2x BLKG LTP4 CLIP OR RIPPED 2x BLKG LTP4 CLIP OR ARCH,2'-0"MAX LTP4 AT 24"O.C. BRACE BRACE \ \ LTP4 AT 24"D.C. z W/VENT HOLES A35 PER SCHEDULE W/VENT HOLES A35 PER SCHEDULE 2x6x2'-O" 2x6x2'-O" (AT 24"O.C.MAX) (AT 24"O.C.MAX) PLATE PLATE O I MIN BUSS PER PLAN TRUSS PER PLAN SHEARWALL SHEATHING-I MAX SHEARWALL SHEATHING-I MIN (� AND NAILING PER 2 MAX J AND NAILING PER SCHEDULE TYPE A. — Q N (2)SDWC154600 SCHEDULE TYPE A. i 2x6 BRACE i OVERHANG PER SCREWS EA TRUSS 2x6 BRACE Q (� ARCH,2'-0"MAX LTP4 PER SCHEDULE � TRUSS PER PLAN AT 12'-O"O.C. AT 12'-0"O.C. � (� 00 (2)SDWC154600 OVERHANG PER (16"O.C.MAX) \ A34 EA SIDE A34 EA SIDE LLJ � SCREWS EA TRUSS ARCH,2'-C"MAX BEAM PER PLAN NAILED INTO H2.5 EA TRUSS OR NAIL TO BRACE NAIL TO BRACE SHEARWALL SHEATHING TOP PLATE AND RIM SDWC15600 INSTALLED SCREW i0 PLATE SCREW TO PLATE 0 LLj AND NAILING PER PLAN STUDS PER PLAN PER MFR SPECS. W/#8x2" W/#8x2" >Q> A35 NOT REQUIRED A35 AT 24"O.C. z IF BTM SHEATHING LAPS BLKG, 2"MIN SHEARWALL SHEATHING STUD PER PLAN LTP4 A7 _ ^ AND NAILING PER PLAN 24"O.C. BEAM PER PLAN z z 11 ROOF SECTION 12 ROOF SECTION 13 ROOF SECTION 14 ROOF SECTION 15 ROOF SECTION � o S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" L— cl- 7 6'SHEATHING z W/8d AT 6"O.C. SHEAR TRUSS o 2'-0"MAX W J DESIGN TRUSS EA BAY PROVIDE PANEL PER PLAN,DESIGN AND 4'-0"O.C. i0 BEAR ON ROOF EDGE EDGE NAILING FOR 250 PLF AXIAL BEAR TRUSS ON T P ROOF SHEATHING FLOOR O y EXT. WALL NAILING INTO SHEAR TRUSS LOAD TOP CHORD WALL BELO 2x6 SYMM OR ROOF Q TYPICAL ROOF RIDGE 2x4 SUPPORT EVERY OTHER RAFTER EA SEC 2x4 FLAT BRACING PER TRUSS LOCATE DIRECTLY OVER TRUSS BLKG BAY AROUND TRUSS MFR W/(3)10d TO RAFTER HDR PER PLAN ------ --- - PERIMETER 2x4 RAFTER A34 EA RAFTER TIGHT TO PLATE AT 24"O.C. W/#8x2"SCREW 70 PLATE SINGLE TRIMMER TYP 2x4 TIE EA RAFTER 12 CLIENT: 2"MIN BRG 2"MIN BRG DTC CLIP W/(4)10d EA END SEE ARCH 2x6 PLATE W/ DBL AT 4x10 2x6 BLKG W/ EA TRUSS (2)#8x3"SCREWS AND LARGER CARLETTI ARCH. 16d A7 3' O.C. 2x6 BRG BLOCK W/ EA TRUSS DESIGNED BY. DOUBLE TOP SILL _- --- - - (3) 16d EA SUPPORT 16d AT 6"O.C. ROOF EDGE U.N.O. KJM/RT/SGT 2"MIN TRUSS BEARING NON-BRG NAILING DRAWN Bv: PANEL PEREDGE SHEARWALL H2.5 TIE (4)16d AT PLATE j' U.N.0.iDOUBLE BTM SILL JH CHECKED BY: OR PROVIDE TRUSS H2.5 TIE 1 H2.5 TIE WALL SCHEDULE TYPE"6" EA TRUSS EA BAY HGR PER MFR, iYP EA BUSS AT TRUSSES SPANNING MAIN ROOF JJ JN LESS THAN 25F7, NON-BEARING WALL TO BRACE WALL W/ SHEARWALL SHEATHING TRUSSES SHEATHING AND NAILING PER PLAN BEARING STUDS (2)H2.5 TIES FOR SPANS WHERE NO INTERSECTING WALLS DATE: PER PLAN PER PLAN LESS THAN 55' OCCUR WITHIN 8'-O" SHEATH TRUSSES MAY 21, 2020 BEARING STUDS PRIOR TO OVERFRAMING SHEET NUMBER: SECTION AT SHEAR TRUSS PER PLAN INTERIOR BEARING 16 ROOF SECTION 17 ROOF SECTION 18 ROOF SECTION 19 ROOF SECTION 20 HEADER DETAIL S9 S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 1/2"= 1'-0" ROOF SHEATHING AN OVERFRAMING PER 19/S9 NAILING PER PLAN ROOF NAILING (4)%"0x3"SDS SCREWS LA ROOF NAILING ROOF NAILING PER PLAN 2x BLKG W/VENT HOLES INTO BLKG TYP BLKG iW/FA35� _ PER PLAN PER PLAN 2"DEEPER THAN TRUSS EA SIDE,EA END o F a TOP CHORD 2-3'0 PIPE FOR ATTENNA LL wN_m� ROOF SHEATHING AND S9 44'"x11"XII" o �6 4 ROOF NAILING NAILING PER PLAN BASE PLATE ROOF NAILING PER PLAN PER PLAN P4 CLIP OR SHEAR TRUSS DESIGN CMSTC16x4'-O" i%"TYP EDGE - A35 PER SCHEDULE FOR 250 PLF AXIAL LOAD STRAP CENTER OVER z Z N PIPE HOLE HSS 2"x3 "BRACE 6x12 FLAT z i6d AT (AT 24"O.C.MAX) EQ EQ to 6"O.C.N_ LOCATE P R PLAN, BLKG W/A35 g _ - 2x4 PLATE W/16d Ai _ _ TOP CONNECTION-ELEVATION ALIGN TRUSS EA SIDE, EA ENDaf 16d AT �F�- 6 O.C.INTO TOP PLATE TRUSS PER PLAN 6"O.C.N_ HGA10Ki EA SIDE (4)/'"0x3"SOS SCREWS <aw 0 INTO BLKG LE RIPPED 2x BLKG OF PIPE STUDS TYP a F o DBL TOP PLATE W/VENT HOLES \ TRUSS PER PLAN ° z o o m PER SW/S5, MATCH STUDSLTP4 PER SCHEDULE 2'_71 (2)SDWC154600 (16"O.C.MAX) \ H2.5 EA TRUSS OR 3" M Y4 x12 x12 ~ w" / w € " SCREWS EA TRUSS NAILED INTO (3)/0 THRU BOLTS BASE PLATE SDWC15600 INSTALLED W FINDER WASHERS '� o 0 w TOP PLATE AND RIM / SHEARWALL SHEATHING PER MFR SPECS. m A N STUDS PER PLAN EA SIDE 2"TYP EDGE o A35 NOT REQUIRED DBL STUD I L o - IF BTM SHEATHING EA SIDE EQ EQ - LAPS BLKG, 2"MIN SHEARWALL SHEATHING STUD PER PLAN a AND NAILING PER PLAN o\ BASE CONNECTION-ELEVATION H2.5 EA TRUSS _u 'v NN ROOF SECTION NN ROOF SECTION NN ROOF SECTION NN ROOF SECTION Z S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" S9 SCALE 3/4"= 1'-0" (4)%"0 ALL THREAD DRILL d AND EPDXY,EMBED 6"MIN BEAM ? < £ STRAP PER PLAN ROOF EDGE NAILING ROOF SHEATHING STRAP PER PLAN ROOF EDGE NAILING ROOF SHEATHING Y4"END PLATE 3 �_M 8. WHERE OCCURS NINiO BKG PER PLAN WHERE OCCURS NINTO BKG PER PLAN I�i '� ° �u'�' 2x6 BLKG TRUSS BLKG 2x6 BLKG E ° 2x BLKG W/ OF HANGER AT UPSET BEAM PER o i TRUSS PER PLAN PLAN of io 1/4 TYP c j v 16d AT 6"OC. BOTTOM CHORD TRUSS TRUSS PER PLAN L----i ° NNE dIL _ — EQ TRUSS PER TRUSS PER PLATE PLAN PLAN BEAM TO 4 BEAM TO BEAM PLATE ELEVATION A z PLATE 1/4 ALIGN TRUSSES OVER ALIGN TRUSSES OVER A \aItITY27 "KNIFE PLATE, AT BEARING AND AT BEARING AND ENTERED ON PLATE �(2)SDWCI5600 PROVIDE 2x4x3'-O" PROVIDE 2x4x3"-O"BRIDGING Y4"KNIFE PLATE 2x10 LEDGER W/(3)Ya"Ox4%"SDS SCREWS EA TRUSS W/(2)ROW 10d AT 3"O.C. W/(2)ROW 10d AT 3"O.C. DRILL ALL THREAD i/4 TYP " HSS 5.00"OxO.25" DRILL AND EPDXY SCREWS AT 16"O.C., 2 AT EA DEL TOP PLATE 2x10 LEDGER W/(3)Ya 0x4/ SOS EMBED 6"MIN STUD AND(1)INTO TOP PLATE) PER 2/S4,MATCH STUDS SCREWS AT 16"O.C.,((2)AT EA BATTERED COLUMN HSS 5.000"xO.25"HGR PER TRUSS MFG STUD AND(1)INTO TOP PLATE) GIRDER TRUSS PER PLAN BATTERED COLUMN SHEARWALL SHEATHING 2x6 BLKG HGR PER TRUSS MFG DROP TOP CHORD FOR AND NAILING PER PLAN STUDS PER PLAN 2x4 BRIDGING CONNECTION EA SIDE 1/4 3.• B BATTER COLUMN PLATE ELEVATION B NN ROOF SECTION NN ROOF SECTION NN BATTER COLUMN SECTION SO4��°F W4Sy�ry1�',fl S9.1 SCALE 3/4"= 1'-0" 11S9 SCALE 3/4"= 1'-0" 11S9 1 SCALE 3/4"= 1'-0" I 2x6 OUTRIGGERS 2 s e AT 24"O.C. (2)a4"0 W.T.S. Y4"END PLATE qPO Jq�T°.33 L INSTALL PLATE AND ANCHORS (2)%"0 BOLTS FFS ALCM Gad ROOF NAILING 2x BLKG A35 EA ° PRIOR TO PLACING STEEL BEAM COUNTER BORE ON BEAM SIONAL EN PER PLAN OUTRIGGER 10d AT 4"O.C. BEAM PER PLAN E •• A35 AT i0 BEAM SIDED, 1' MAX '4 KNIFE PLATE (2)//5 CORNER BARS - Q 0 CENTER IN BEAM 2x RIM 16"O.C. AT ANCHORS BEAM PER TYP o PLAN r �� A35 EA �` .° --------- --------- LATER OF OUTRIGGER 2"-0"MAX - - - - A35 EA END � z PLATE BEAM i0 BEAM TO BEAM i0 y,"END PLATE i/4 PLATE i/4 COLUMN 1/4 COLUMN SHEARWALL SHEATHING 'i CS16x48"STRAP CENTER BEAM Q N AND NAILING PER SCHEDULE •i ON PLATE TYPE A6 . _ _ _ _ _ _ _ HSS COLUMN HSS COLUMNN PLATE ELEVATION HSS COLUMN----- . PER PLAN PER PLAN PER PLAN L- - - J 1 m 12x6 BRACES ', � JTSZ OFFSET i0 2x6 STUDS AT 16'"O.C. 2 26 PLATE x p A W1 A7 8'-0"O.C. AVOID BOLTS W /6'SHEATHING W Q 16d AT 6"O.C. / - �', �_ Q 10d A7 4"O.C. 10d A7 4"O.C. S9 (4)Y4"O SOS SCREWS EA SIDE OF BRACE CONNECTION PLAN W i (2)DTi2 TIES z TYR BRACE CONNECTION FRAMING A-BEAM AT CMU B-BEAM A7 INTERMEDIATE COLUMN C-BEAM END AT COLUMN W/%"0 ALL THREAD - FASTENER LENGTH SHALL ^ AND(8)Y4'"x1Y2'"SOS �° MEMBERS 1/ INTO ALL z z SHEARWALL PERFRAMING— AN 2x8 14 BEAM AND COLUMN CONNECTION DETAIL 15 COLUMN CAP DETAIL z o HEADER PER BEAM PER PLAN SCALE 3 4 = 1'-0" SCALE 3 4 - 1'-0" PLAN S9. /"- S9. /"- Pi 2x6 AT FACE OF CMU W/Y4"OxV/44"TITEN 2 AT 16"O.C. BALANCE Q z BEARING AND KING STUDS SE PER 14/S9 3" (4)3Yr"O A325 J PER DETAIL 20/S9 �5 ALL/BOLTS25 ALL BOLTS V"I LL NOTCH HSS FOR GUTTER TYP CENTER IN POST %"PLATE 2.�Tl'P 0 C12x20.7 2x6 BLOCK EA SIDE POST Q I W %"PLATES 4x6 POST W/(3)/4 0x3""SOS LAGS 56.1 Y2"ROUNDED PLATE / B NOTCH FOR GUTTER r W/CLEWS PER ARCH I�i i AND 10d AT 3"O.C. 1 O 6x6 POST UNDER BEAM W ABU POST BASE x ; LV ROOF NAILING /q TYP WHERE OCCURS x AND ECCQ POST CAP / � °', TYP P/"0 RO MIN(8)10d EA BLOCK � 1 Q _ = BLKG PER 14/S9 y"PLATE o HSS8x3xY, W/IN 24"EA SIDE , -- OF AWNING CLIENT: ' CLIENT: ALIGN BEARING STUDS A34 EA SIDE CARLETTI ARCH. BEAM PER AT BTM OF POST A - HSS PLATE ELEVATION B - ROD PLATE ELEVATION IMTH FACE OF OPENING HEADER PER PLAN PLAN 3"_ J• - DESIGNED BY: BELOW POSTS PER PLAN IN WALL 3 SCALE: Y4 - V-O" SCALE: /'-1"-O" KJM RT SGT FLAT 4x6 POST L2x2xY _ z COUNT WASHERS °°° EA END OF AWNING ROOF AWNING PLAN _ 'x' COUNTERBORE 1"MAX DRAWN BY: IN ROOF SPACE SCALE: %"'=1'-0"' TYP A INTO POST JH TOP AND LV POST PER PLAN CHECKED BY: BTM BEAM PER PLAN W/HGA10 EA SIDE TOP/BTM JJ/JN TYP DATE: s MAY 21, 2020 ROOF AWNING SECTION SHEET NUMBER: SCALE: a/a"= i'-0" 16 ROOF SECTION 1� AWNING DETAIL S9, S9.1 SCALE 3/4"= 1'-0" S9.1 SCALE 3/4"= 1'-0" ANCHOR BOLT SCHEDULE W/SB [2x6 BLKG T/B HEADER TIGHT i OIL STRAP PER PLAN HOEDOWN No.KING END OF BEHIND STRAP ROUGH OPENING OR i0P AND BTM WINDOW BOLT DIA EMBED SHEAR WALL PER TABLE PLATES SIMILAR i0 LOCATE 1y"FROM ROUGH o F END OF ANCHOR STUDS BTM SILL PLATES OPENING PANEL NAILING END OF a PANEL NAILING INTO EA HO STUD SHEAR WALL HDU4 SB%"0x24" 18"MIN (2)2x6 INTO EA HD STUD SHEAR WALL a USE PANEL EDGE DOUBLE HOLDOWN STUDS N - HDU11 SBi"0x30" 24"MIN (3)2x6 NAILING A7 HD STUDS BOTH FLOORS o o w (2)2x KING STUDS AT HOLDOWN o 3 CRIPPLE STUDS BOTH FLOORS CRIPPLE STUDS (SHIFT HOEDOWN STUDS W/A.BOL7 AS REO'D MST STRAP AS REO'D AS NEC.) z N WHERE OCCURS PER PLAN HDU5 PER PLAN W/LAG 16d Ai PANEL EDGE N z o KING STUDS AT PLACE OVER SHEATHING SCREWS PER MFR NAIL SPACING > - x SB ANCHOR BOLT HOLDOWN PER SCHEDULE OPENING STRAP END LENGTH%"o F1554 A36 ALL-THREAD w w DIA PER SCHEDULE MIN END NAILING SILL PER TA W/DBL NUT AND WASHER HOLDOWN ?o z w HOEDOWN PER PLAN STRAP BLKG PER PLAN - N W/LAG SCREWS PER MFR FLOOR�, LENGTH EA END PLATE PERMITED TO SHIFT A.BOLT _ (2)2x4 FLAT BLKG �T CS16 14" 11 10d 1 2x 2 2x UP i0 3"FOR ANCHOR F- IN FLOOR SPACE CMSTCi6 25" (26)16d(2)2x (3)2x PANEL EN INTO PLACEMENT o o a FLOC CMST14 30" (33)i6d(2)2x (3)2x FULL LENGTH KING FLOC _ ® w t„m STUD EA SIDE ADD//SVtlt OPENING AT HOEDOWN a VERTICAL AND HORIZONTAL o ANCHOR BOLT w REINFORCEMENT OF CMU PANEL EDGE STUDS PER ANCHOR m a o e g PER ELEVATIONS NAILING BOLT SCHEDULE AT HOLDOWN BTM SILL PLATE °'N DETAIL CONCRETE PER TABLE CMU PER (2)//5x6'-0"A7 T/B OF HD w - STEM WALL ELEVATION ANCHOR(1)EA SIDE, HOOK a BARS AT CORNERS OF WALLS 6 HDU DETAIL 2 MST DETAIL 3 OPENING IN SHEARWALL DETAIL 4 HDU HOLDOWN AT CMU 5 SHEARWALL DETAIL Z S� SCALE 3/4"=1'-0" SCALE 3/4"= 1'-0" SCALE 3/4"= 1'-0" SCALE 3/4"= 1'-0" SCALE 1-1/2"= 170" M r N N 01 w 3 h U d - - E �Nm R 7> m n 9 'o N rn� aLL M. ,C49�Qi WASy,IC�l P O CF BTU AL ENO\a4' fS510NAL ENG z 0 U) Q N Q u� 00 W W � Q Li J J � - Q z zo o Q n CD W Z u Q 0 CLIENT: CARLETTI ARCH. DESIGNED BY: KJM/RT/SGT DRAWN BY: JH CHECKED BY: JJ/JN DATE: MAY 21, 2020 SHEET NUMBER: S10 mG x z O a rt z LIJ M - r a co 91 O� z z H c'j . C O rA ZrG � y H a � C') p ,p a t z � ° H a , z O C7 z x o En r > Z vyi y n y Z O o r, H > '� I-•� M to � tHs7 � rA fD G °tea o y or, � dcr C w o n =° c 00 a a�'0j. a) ;c CDCD F, N (A O N o ml u, oml CD rt z J rA O ° V n . n \ fD N � �• C `"1 tz H do C z n ° x D H o'rD cr I CAN ¢� f� N \ "7 C� o v � N y a fn P7 z ¢ o K fD• H A� ES-A-InBuildingRiser ,lob Name Arlington Fire Station 48 Contractor HBHansen Construction ,lob Location 4228 Airport Blvd Arlington, WA Approval Engineer Contractor's P.O. No. Approval Representative Series IBR In-Building Risers Customizable Sizes: 4" — 10" EST CL pED! Series IBR In Building Risers are used to connect the main fire NOW supply to the building overhead fire system.The fitting passes under the foundation without joints and extends up through the floor. Provided with installation tabs,the unit has a CIPS(Cast Iron Pipe Size)coupler for easy connection to the underground supply(AWWA C900 PVC and Ductile Iron Pipe)and industry standard grooved-end connection(AWWA C606)on the building s'xs'standard length side for easy connection to the overhead fire sprinkler system. (custom lengths from 3'-20'available) The IBR features Lead Free*construction to comply with Lead Free*installation requirements. Ames In-Building Risers are precision engineered and manu- factured to provide exceptional reliability and reduce installation time&labor costs associated with field assembly. In accordance with NFPA 24,the UVFM approved In-Building Risers replace numerous fittings, elbows&spools and reduces the possibility of leaks or failure in comparison to traditional installation methods and materials. Factory tested integrity ensures the highest quality installation.The use of stainless steel significantly increases the o reliability and life of the riser. 0: Building Floor Building perimeter wall t— o Features ,a o,p.o,Q. „o. . . •� •Cost savings 4 •Corrosion resistant stainless steel construction, type 304 p •Ease of installation and light weight allows one person to posi- tion and handle the riser •Minimal site preparation;joint restraint one-piece construc- tion reduces time and labor; no missing parts, no leaks; easily identifiable for approvals QII -----� - Flow •Includes Test Cap and Coupler •UVFM approved •Sizes: available in 4"-10"with various lengths to meet local requirements •Designed to meet NFPA 24 'The wetted surface of this product contacted by consumable water •AWWA C900 Inlet/DIP contains less than 0.25%of lead by weight. •AWWA C606 Outlet Am A M E: S Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, FIRE&WATERWORKS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Specifications Standards In-Building Riser shall be installed as indicated on the plans. NFPA — Designed to allow the contractor to conform to Riser shall be composed of a single extended 90 degree fitting NFPA 24 of fabricated 304 stainless steel tubing, maximum working Where a riser is close to building foundations, underground pressure 200psi(14 bar).The fitting shall have a grooved-end fittings of proper design and type shall be used to avoid pipe joints connection on the outlet(building)side and a CIPS coupler on being located under the foundations. the inlet(underground)side.The grooved end shall include a coupler and cap to facilitate testing of the underground pip- End Connectionsing.The In-Building Riser shall be an Ames Fire&Waterworks Series IBR. Horizontal End: Mates with Ductile Iron Pipe and AWWA C900 Pipe(PVC Pipe with Ductile Iron Pipe Equivalent OD's) Approvals Utilizes Gasket conforming to UL 157 with"Lock in" Fittings FM class 1920 gasket configuration UL HKQA(4"-10") SIZE MATING PIPE„ in. in. mm FM UL NSF. 4 4.8 122 6 6.9 175 8 9.1 230 Dimensions -Weights 10 11.1 282 H� A Grooved End Vertical End: (Flange Optional) Meets AWWA C-606 dimensions for roll grooved pipe Meets AWWA C-207 class D for flanges Ratings B Meets AWWA C-900 pressure class 200, DR 14 Pipe Testing CIPS Coupling Welds are 100% leak tested at the factory Tie-Rod Bracket C SIZE WEIGHT A(00) B C in. in. mm ft. cm ft cm lbs. kg 4 41h 114 6 183 6 183 71 32 4 41h 114 8'-6" 183 6 183 85 39 6 6% 168 6 183 6 183 98 44 6 6% 168 8'-6" 259 6 183 122 56 Inquire with governing authorities for local installation 8 85/8 219 6 183 6 183 129 59 requirements 8 1 85/8 219 1 8'-6" 259 6 183 1 163 74 10 1 103/4 273 1 6 183 6 183 1 202 92 "'Each B(vertical)and C(horizontal)leg is customizable from 3'to 20'with UL/FM approvals.Consult with your factory representative for details. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer.You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. A M E S FIRE&WATERWORKS A WATTS Brand USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES-A-InBuildingRiser 1826 0 2018 Ames Fire&Waterworks APPLICATION AND CERTIFICATE FOR PAYMENT TO OWNER/CLIENT: PROJECT: APPLICATION NO: 1 DISTRIBUTION TO: City of Arlington City of Arlington Fire Station #48 INVOICE NO: 1 238 N Olympic Avenue Arlington, Washington 98223 United 51st Ave NE PERIOD: 09/01/20 - 09/30/20 States Arlington, Washington 98223 PROJECT NOs: FROM CONTRACTOR: VIA ARCHITECT/ENGINEER: CONTRACT DATE: 09/03/20 HBHansen Construction Peter Carletti (Carletti Architects) PO Box 266 Lynden, Washington 98264 United States 116 E. Fir St. Suite A Mount Vernon, Washington 98273 United States CONTRACT FOR: City of Arlington Fire Station #48 Prime Contract CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned certifies that to the best of the Contractor's knowledge, information and belief, the Work covered by this Application for Payment has been completed in accordance with the Contract documents, that all amounts have Application is made for payment, as shown below, in connection with the Contract. Continuation sheet is been paid by the Contractor for Work which previous Certificates for payment were issued and payments received attached. from the Owner/Client, and that current payments shown herein is now due. 1. Original Contract Sum $3,690,000.00 CONTRACTOR: HBHansen Construction 2. Net change by change orders $0.00 By: Date: 3. Contract sum to date (line 1 ± 2) $3,690,000.00 State of: 4. Total completed and stored to date (Column G on detail sheet) $0.00 County of: 5. Retainage: Subscribed and sworn to before a. 0.00% of completed work $0.00 me this day of b. 0.00% of stored material $0.00 Notary Public: Total retainage (Line 5a + 5b or total in column I of detail sheet) $0.00 My commission expires: 6. Total earned less retainage(Line 4 less Line 5 Total) $0.00 ARCHITECT'S/ENGINEER'S CERTIFICATE FOR PAYMENT 7. Less previous certificates for payment In accordance with the Contract Documents, based on the on-site observations and the data comprising this (Line 6 from prior certificate) $0.00 application, the Architect/Engineer certifies to the Owner/Client that to the best of the Architect's/Engineer's 8. Current payment due $0.00 knowledge, information and belief that Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. 9. Tax applicable to this payment $0.00 AMOUNT CERTIFIED: $0.00 10. Current payment due including tax $0.00 (Attach explanation if amount certified differs from the amount applied for. Initial all figures on this Application and on 11. Balance to finish, including retainage the Continuation Sheet that are changed to conform to the amount certified.) (Line 3 less Line 6) $3,690,000.00 ARCHITECT/ENGINEER: By: Date: CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner/Client: $0.00 $0.00 This certificate is not negotiable. The amount certified is payable only to the contract named herein. Issuance, payment and acceptance of payment are without prejudice to the rights of the Owner/Client or Contractor under this Total approved this Month: $0.00 $0.00 Contract. Totals: $0.00 $0.00 Net changes by change order: $0.00 1 of 7 Printed at: 9/11/20 3:59 pm PDT A B C D E F G H I Work Completed Total Revised Materials Balance to Scheduled Approved Completed and Item No. Description of Work Scheduled Presently Finish Retainage Value Changes From Previous Stored to Date (G/C) Value (D+E) This Period Stored (D + E + F) (C-G) 1 Bonds and Insurance $90,000.00 $0.00 $90,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $90,000.00 $0.00 2 General Conditions $200,000.00 $0.00 $200,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $200,000.00 $0.00 3 Temporary facilities and controls $20,000.00 $0.00 $20,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $20,000.00 $0.00 4 Mobilization $184,500.00 $0.00 $184,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $184,500.00 $0.00 5 Surveying $17,000.00 $0.00 $17,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $17,000.00 $0.00 6 Cleaning $14,000.00 $0.00 $14,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $14,000.00 $0.00 7 O&M $3,000.00 $0.00 $3,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,000.00 $0.00 8 Project record documents $2,000.00 $0.00 $2,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $2,000.00 $0.00 9 Cast in place concrete - materials $55,000.00 $0.00 $55,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $55,000.00 $0.00 10 Cast in place concrete - labor $39,000.00 $0.00 $39,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $39,000.00 $0.00 11 Concrete floor slabs-subcontract $25,000.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $25,000.00 $0.00 12 Concrete floor slabs- materials $40,000.00 $0.00 $40,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $40,000.00 $0.00 13 Concrete floor slabs- labor $30,000.00 $0.00 $30,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $30,000.00 $0.00 14 Concrete floor slab joint filler&sealing - materials $4,000.00 $0.00 $4,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $4,000.00 $0.00 15 Concrete floor slab joint filler&sealing - labor $5,000.00 $0.00 $5,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $5,000.00 $0.00 16 Concrete unit masonry $200,000.00 $0.00 $200,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $200,000.00 $0.00 17 Structural steel $25,000.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $25,000.00 $0.00 18 Rough carpentry- equipment $23,000.00 $0.00 $23,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $23,000.00 $0.00 19 Rough carpentry- materials $62,000.00 $0.00 $62,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $62,000.00 $0.00 20 Rough carpentry- labor $135,000.00 $0.00 $135,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $135,000.00 $0.00 21 Solid web wood joists $4,600.00 $0.00 $4,600.00 $0.00 $0.00 $0.00 $0.00 0.00% $4,600.00 $0.00 22 Open web joists $23,400.00 $0.00 $23,400.00 $0.00 $0.00 $0.00 $0.00 0.00% $23,400.00 $0.00 23 Plate connected wood trusses $28,000.00 $0.00 $28,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $28,000.00 $0.00 24 Glue laminated structural units $3,000.00 $0.00 $3,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,000.00 $0.00 25 Finish carpentry- materials $6,000.00 $0.00 $6,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $6,000.00 $0.00 2 of 7 Printed at: 9/11/20 3:59 pm PDT A B C D E F G H I Work Completed Total Revised Materials Balance to Scheduled Approved Completed and Item No. Description of Work Scheduled Presently Finish Retainage Value Changes From Previous Stored to Date (G/C) Value (D+E) This Period Stored (D + E + F) (C-G) 26 Finish carpentry- labor $6,000.00 $0.00 $6,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $6,000.00 $0.00 27 Thermal insulation -walls & ceilings $31,000.00 $0.00 $31,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $31,000.00 $0.00 28 Thermal insulation -slabs $3,000.00 $0.00 $3,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,000.00 $0.00 29 Weather resistive barrier $10,000.00 $0.00 $10,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $10,000.00 $0.00 30 Preformed metal roof panels $205,000.00 $0.00 $205,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $205,000.00 $0.00 31 Preformed metal wall panels $78,000.00 $0.00 $78,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $78,000.00 $0.00 32 Siding $4,500.00 $0.00 $4,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $4,500.00 $0.00 33 Sheet metal flashing and trim $7,000.00 $0.00 $7,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $7,000.00 $0.00 34 Fire stopping and smoke seal systems $4,500.00 $0.00 $4,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $4,500.00 $0.00 35 Joint sealants $3,000.00 $0.00 $3,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,000.00 $0.00 36 Doors, frames, & hardware exterior- labor $10,000.00 $0.00 $10,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $10,000.00 $0.00 37 Doors, frames, & hardware interior- labor $23,000.00 $0.00 $23,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $23,000.00 $0.00 38 Hollow metal doors &frames $23,000.00 $0.00 $23,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $23,000.00 $0.00 39 Flush wood doors $7,000.00 $0.00 $7,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $7,000.00 $0.00 40 Access doors $1,000.00 $0.00 $1,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $1,000.00 $0.00 41 Overhead sectional doors $52,000.00 $0.00 $52,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $52,000.00 $0.00 42 High impact doors $4,500.00 $0.00 $4,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $4,500.00 $0.00 43 Aluminum storefronts and entrances $45,000.00 $0.00 $45,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $45,000.00 $0.00 44 Aluminum nail flange windows $23,000.00 $0.00 $23,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $23,000.00 $0.00 45 Door hardware $35,000.00 $0.00 $35,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $35,000.00 $0.00 46 Glass and glazing $1,500.00 $0.00 $1,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $1,500.00 $0.00 47 Gypsum board assemblies $110,000.00 $0.00 $110,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $110,000.00 $0.00 48 Tile $23,000.00 $0.00 $23,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $23,000.00 $0.00 49 Acoustical ceilings $25,000.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $25,000.00 $0.00 50 Resilient flooring $10,000.00 $0.00 $10,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $10,000.00 $0.00 3 of 7 Printed at: 9/11/20 3:59 pm PDT A B C D E F G H I Work Completed Total Revised Materials Balance to Scheduled Approved Completed and Item No. Description of Work Scheduled Presently Finish Retainage Value Changes From Previous Stored to Date (G/C) Value (D+E) This Period Stored (D + E + F) (C-G) 51 Carpet $28,000.00 $0.00 $28,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $28,000.00 $0.00 52 Solid surface countertops $33,500.00 $0.00 $33,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $33,500.00 $0.00 53 Plastic sheet wainscot $11,000.00 $0.00 $11,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $11,000.00 $0.00 54 Paints & coatings $44,000.00 $0.00 $44,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $44,000.00 $0.00 55 Markerboards $2,000.00 $0.00 $2,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $2,000.00 $0.00 56 Identification devices $7,000.00 $0.00 $7,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $7,000.00 $0.00 57 Identification devices $5,000.00 $0.00 $5,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $5,000.00 $0.00 58 Toilet and misc. accessories $3,500.00 $0.00 $3,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,500.00 $0.00 59 Toilet and misc. accessories $750.00 $0.00 $750.00 $0.00 $0.00 $0.00 $0.00 0.00% $750.00 $0.00 60 Fire extinguishers and cabinets- materials $2,000.00 $0.00 $2,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $2,000.00 $0.00 61 Fire extinguishers and cabinets- labor $750.00 $0.00 $750.00 $0.00 $0.00 $0.00 $0.00 0.00% $750.00 $0.00 62 Storage racks- materials $9,500.00 $0.00 $9,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $9,500.00 $0.00 63 Storage racks- labor $1,500.00 $0.00 $1,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $1,500.00 $0.00 64 Flagpoles- materials $1,600.00 $0.00 $1,600.00 $0.00 $0.00 $0.00 $0.00 0.00% $1,600.00 $0.00 65 Flagpoles- labor $1,500.00 $0.00 $1,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $1,500.00 $0.00 66 Appliances $4,000.00 $0.00 $4,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $4,000.00 $0.00 67 Window treatments $3,700.00 $0.00 $3,700.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,700.00 $0.00 68 Factory casework $36,500.00 $0.00 $36,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $36,500.00 $0.00 69 Water based fire suppression system $60,000.00 $0.00 $60,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $60,000.00 $0.00 70 Mobilization/submittals $9,750.00 $0.00 $9,750.00 $0.00 $0.00 $0.00 $0.00 0.00% $9,750.00 $0.00 71 Rough in underground $24,700.00 $0.00 $24,700.00 $0.00 $0.00 $0.00 $0.00 0.00% $24,700.00 $0.00 72 Trench drains $36,000.00 $0.00 $36,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $36,000.00 $0.00 73 Rough in top out $53,000.00 $0.00 $53,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $53,000.00 $0.00 74 Insulation $12,700.00 $0.00 $12,700.00 $0.00 $0.00 $0.00 $0.00 0.00% $12,700.00 $0.00 75 Concentric venting for water heater $1,200.00 $0.00 $1,200.00 $0.00 $0.00 $0.00 $0.00 0.00% $1,200.00 $0.00 4 of 7 Printed at: 9/11/20 3:59 pm PDT A B C D E F G H I Work Completed Total Revised Materials Balance to Scheduled Approved Completed and Item No. Description of Work Scheduled Presently Finish Retainage Value Changes From Previous Stored to Date (G/C) Value (D+E) This Period Stored (D + E + F) (C-G) 76 Trim $36,750.00 $0.00 $36,750.00 $0.00 $0.00 $0.00 $0.00 0.00% $36,750.00 $0.00 77 Demobilization/close out $500.00 $0.00 $500.00 $0.00 $0.00 $0.00 $0.00 0.00% $500.00 $0.00 78 VEC units (order) $16,000.00 $0.00 $16,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $16,000.00 $0.00 79 VEC units (ship) $16,000.00 $0.00 $16,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $16,000.00 $0.00 80 VEC units (installed) $6,000.00 $0.00 $6,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $6,000.00 $0.00 81 Electric wall heaters $3,500.00 $0.00 $3,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,500.00 $0.00 82 Unit heaters $9,500.00 $0.00 $9,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $9,500.00 $0.00 83 ERV/DOAS ducts $32,000.00 $0.00 $32,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $32,000.00 $0.00 84 ERV/DOAS equipment $19,000.00 $0.00 $19,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $19,000.00 $0.00 85 Fans, range, dryer ducts, louvers $11,000.00 $0.00 $11,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $11,000.00 $0.00 86 Rough in AC lines $35,000.00 $0.00 $35,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $35,000.00 $0.00 87 Fan coils and ducting $9,500.00 $0.00 $9,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $9,500.00 $0.00 88 In & outdoor heating/cooling units $80,000.00 $0.00 $80,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $80,000.00 $0.00 89 Test and balancing $9,800.00 $0.00 $9,800.00 $0.00 $0.00 $0.00 $0.00 0.00% $9,800.00 $0.00 90 Grills trim and startup $11,750.00 $0.00 $11,750.00 $0.00 $0.00 $0.00 $0.00 0.00% $11,750.00 $0.00 91 Gas piping $8,500.00 $0.00 $8,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $8,500.00 $0.00 92 Mobilization/submittals $6,100.00 $0.00 $6,100.00 $0.00 $0.00 $0.00 $0.00 0.00% $6,100.00 $0.00 93 Undergound/site work $44,800.00 $0.00 $44,800.00 $0.00 $0.00 $0.00 $0.00 0.00% $44,800.00 $0.00 94 Power rough-in $52,600.00 $0.00 $52,600.00 $0.00 $0.00 $0.00 $0.00 0.00% $52,600.00 $0.00 95 Lighting rough-in $37,600.00 $0.00 $37,600.00 $0.00 $0.00 $0.00 $0.00 0.00% $37,600.00 $0.00 96 Ancillaries rough-in $13,300.00 $0.00 $13,300.00 $0.00 $0.00 $0.00 $0.00 0.00% $13,300.00 $0.00 97 Service gear/One-line $34,750.00 $0.00 $34,750.00 $0.00 $0.00 $0.00 $0.00 0.00% $34,750.00 $0.00 98 Trim/Equip. connections $45,500.00 $0.00 $45,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $45,500.00 $0.00 99 Light fixtures $82,000.00 $0.00 $82,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $82,000.00 $0.00 100 Closeout/O&M $3,500.00 $0.00 $3,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,500.00 $0.00 5 of 7 Printed at: 9/11/20 3:59 pm PDT A B C D E F G H I Work Completed Total Revised Materials Balance to Scheduled Approved Completed and Item No. Description of Work Scheduled Presently Finish Retainage Value Changes From Previous Stored to Date (G/C) Value (D+E) This Period Stored (D + E + F) (C-G) 101 Comm rough-in $7,600.00 $0.00 $7,600.00 $0.00 $0.00 $0.00 $0.00 0.00% $7,600.00 $0.00 102 Tele/Data system $11,300.00 $0.00 $11,300.00 $0.00 $0.00 $0.00 $0.00 0.00% $11,300.00 $0.00 103 Fire/security system $13,600.00 $0.00 $13,600.00 $0.00 $0.00 $0.00 $0.00 0.00% $13,600.00 $0.00 104 Site clearing (TESC, stripping, removals) - equipment $40,000.00 $0.00 $40,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $40,000.00 $0.00 105 Site clearing (TESC, stripping, removals) - materials $15,000.00 $0.00 $15,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $15,000.00 $0.00 106 Site clearing (TESC, stripping, removals) - labor $25,000.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $25,000.00 $0.00 107 Earth moving (excavation, fill, subgrades, trenching) -equipment $34,000.00 $0.00 $34,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $34,000.00 $0.00 108 Earth moving (excavation, fill, subgrades, trenching) - materials $60,000.00 $0.00 $60,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $60,000.00 $0.00 109 Site prep&grading $94,000.00 $0.00 $94,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $94,000.00 $0.00 110 Asphalt paving $41,000.00 $0.00 $41,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $41,000.00 $0.00 ill Concrete paving -curb/gutter/sidewalk- materials $60,000.00 $0.00 $60,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $60,000.00 $0.00 112 Concrete paving -curb/gutter/sidewalk- labor $70,000.00 $0.00 $70,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $70,000.00 $0.00 113 Wheel stops &extruded curb $7,400.00 $0.00 $7,400.00 $0.00 $0.00 $0.00 $0.00 0.00% $7,400.00 $0.00 114 Pavement markings $3,500.00 $0.00 $3,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,500.00 $0.00 115 Chain link fences and gates $13,000.00 $0.00 $13,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $13,000.00 $0.00 116 Landscaping - planting & irrigation $80,000.00 $0.00 $80,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $80,000.00 $0.00 117 Utilities-water- materials $40,000.00 $0.00 $40,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $40,000.00 $0.00 118 Utilities-water- materials $4,000.00 $0.00 $4,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $4,000.00 $0.00 119 Utilities-water/gas/electric/phone/etc - labor $9,000.00 $0.00 $9,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $9,000.00 $0.00 120 Sewers-sanitary- equipment $2,000.00 $0.00 $2,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $2,000.00 $0.00 121 Sewers-sanitary- materials $2,500.00 $0.00 $2,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $2,500.00 $0.00 122 Sewers-sanitary- labor $3,000.00 $0.00 $3,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,000.00 $0.00 123 Sewers-storm -equipment $7,000.00 $0.00 $7,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $7,000.00 $0.00 124 Storm Drain - materials $7,000.00 $0.00 $7,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $7,000.00 $0.00 125 Structures $9,500.00 $0.00 $9,500.00 $0.00 $0.00 $0.00 $0.00 0.00% $9,500.00 $0.00 6 of 7 Printed at: 9/11/20 3:59 pm PDT A B C D E F G H I Work Completed Total Revised Materials Balance to Scheduled Approved Completed and Item No. Description of Work Scheduled Presently Finish Retainage Value Changes From Previous Stored to Date (G/C) Value (D+E) This Period Stored (D + E + F) (C-G) 126 Oil/water separators $17,000.00 $0.00 $17,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $17,000.00 $0.00 127 Sewers-storm - labor $12,000.00 $0.00 $12,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $12,000.00 $0.00 Grand Total: $3,690,000.00 $0.00 $3,690,000.00 $0.00 $0.00 $0.00 $0.00 0.00% $3,690,000.00 $0.00 7 of 7 Printed at: 9/11/20 3:59 pm PDT Permit#: 3239 Permit Date: 06/17/20 Permit Type: COMMERCIAL BUILDING Project Name: Fire Station 48 Applicant Name: City of Arlington Applicant Address: 238 N Olympic Avenue Applicant, City, State, Zip: Arlington,WA 98223 Contact: Peter Carletti Phone: 360-424-0394 ext. 101 Email: peter@carlettiarchitects.com Scope of Work: New fire station Valuation: 1004944.00 Square Feet: 10167 Number of Stories: 2 Construction Type: VB Occupancy Group: B; Business ID Code: CIC Permit Issued: 09/22/2020 Permit Expires: 03/21/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052100202000 4228 AIRPORT BLVD CITY OF 01_AIRPORT ARLINGTON LEASED LAND Contractors Contractor Primary Contact Phone Address Contractor Type License License# HB Hansen PO Box 226 CONSTRUCTION Labor and HBHANCI995BW Construction,Inc CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 09/07/2021 C20.BUILDING Final 09/08/2021 09/08/2021 BUILDING Partial FINAL Approval C08.PLUMBING After loam.Plumbing final 09/02/2021 ROUGH-IN and walk through 09/03/2021 09/08/2021 BUILDING Completed 11/24/2020 FS07.FIRE Approved SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status 06/17/2020 COMMERCIAL BUILDING BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $8,483.86 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $5,514.51 Building Permit Table 4-1 ($8,483.86) Processing/Technology ($25.00) State Surcharge-Commercial Commercial Only ($25.00) Building Plan Review Table 4-2 ($5,514.51) Total $0.00 Attached Letters Date Letter Description 06/17/2020 Building Permit Notes Date Note Created By: 09/21/2021 TCO Issued Raelynn Jones 11/12/2020 Received an email from Erik Hansen of HB Construction requesting approval for a change to Kristin Foster the underwound utility submittal to use a specific fire riser-see attached cut sheet. 09/14/2020 Received revised plans from Carletti per conversation at pre-con. Kristin Foster 09/03/2020 Received revised plans per Kevin's comments and conversation with Peter Carletti(architect). Kristin Foster 06/17/2020 Emailed Peter for an additional copy of the calculations and asked about the plumbing plans. Kristin Foster 06/17/2020 Didn't receive plumbing plans with the submittal,emailed Peter. Kristin Foster Uploaded Files Date File Name 09/30/2021 9798352-3239 IC 10.26.2020.pdf 09/22/2021 9736375-3239 Temp.C of O IBC 2015-SIGNED.pdf 09/21/2021 9725322-3239 Inspection-Underground fire line.pdf 09/21/2021 9725323-3239 Inspection-Living area roofpdf 09/21/2021 9725324-3239 Inspection-Rough Plumbing,pdf 09/21/2021 9725325-3239 Inspection-Shearwall.pdf 09/21/2021 9725320-3239 Inspection-Structural slab and vapor barrior.pdf 09/21/2021 9725321-3239 Inspection-Structural Slab.pdf 11/13/2020 7692660-Ames Watts ES-A-InBuildingRiser.pdf 11/02/2020 7632840-3239 Issued Permit.pdf 10/26/2020 7587606-3239 Architecutural Plans Partl.pdf 10/26/2020 7587607-3239 Architecutural Plans Part2.pdf 10/26/2020 7587588-3239 Electrical Plans.pdf 10/26/2020 7587589-3239 Mechanical and Plumbing Plans.pdf 10/26/2020 7587590-3239 Structural Plans.pdf 06/17/2020 6840766-Station 48 Commercial Application Packet 1M2SY3FnMiDo40.pdf COMMERCIAL APPLICATION PERMIT SUBMITTAL ZING 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. 12 One (1) City of Arlington Commercial'Multi-Family Permit Application (One (1) permit application per building or structure is required) 12 One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings Two (2) Structural Calculations ❑ 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 IN COMPLETE 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@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 11?2019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ZIG 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 ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code (IBC) 2. 2015 International Residential Code (IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code (IFGC) 5. 2015 International Fire Code (IFC) 6. 2015 Uniform Plumbing Code (UPC) 7. 2015 International Property Maintenance Code (IPMC) 8. 2015 International Existing Property Code (IEBC) 9. 2015 Washington State Energy Code (WESC) 10. 2017 Accessible& Usable Buildings and Facilities(ICC'A117.1) 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 296-46B Electrical Safety Standards. Administration. and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 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 two (2) 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. REV 11?2019 Page 2 of 9 Gt�1 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING 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 corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, 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 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. REV 11/2019 Page 3 of 9 OM COMMERCIAL APPLICATION PERMIT SUBMITTAL �xN�' Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 j) Show the location of all new walls, doors,windows, etc. 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 1/8"minimum scale. Details a minimum %4-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 alighting 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. One (1)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 shalt be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING 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 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 ced@arlingtonwa.gov. 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. REV 11/2019 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Zl � 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 IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMYTTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:City of Arlington Station #48 Valuation: $4.7 million Project Address: 51st Avenue NE (intersection of 43rd Ave NE and Airport Boulevard) Parcel ID#: 310221002302000 Legal Description part of overall airport masterplan Owner: City of Arlington Phone Number: 360-403-4603 Address: 238 N. Olympic Drive City:Arlington State:WA Zip Code:98223 Engineer:Carletti Architects, P.S. - Peter Carletti Phone Number: 360-424-0394 ext. 101 Cell Phone: E-mail: ep ter(@ carlettiarchitects.com 116 E. Fir Street, Suite A Mount Vernon 98273 Address: City: State:WA Zip Code: General Contractor:TO BE DETERMINED Phone Number:xx Cell Phone: xx E-mail: xx Address:xx City:xxx State: xx Zip Code: xx Contractor's License Number:xx Expiration:xx Contact Person: Same as Architect Phone Number: xx Cell Phone: xx E-mail: xx Address: xx City:xx State: xx Zip Code: xx Proposed Scope of Work:new fire 11,422 s.f. fire station REV 11/2019 Page 6 of 9 Gt Y COMMERCIAL APPLICATION PERMIT SUBMITTAL ZING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Project Name/Tenant City of Arlington Fire Station #48 Site Address5lst Avenue NE (intersection of 43rd Ave NE and Airport Bldg'Unit/Suite IBC Construction Type VB IBC Occupancy Type B/S-1 Description of Use new fire station Building Square Footage 11,788 s.f. with canopies Number of Stories 2 Square Footage Per Floor 10,167 s.f. First Floor 1,255 s.f. Second Floor Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks. piping etc...) ❑ Hazardous materials ❑ High piled.'rack storage ❑ Industrial ovenslfurnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure. tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: deferred shop drawings for fire sprinkler and fire alarm systems Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 11;'2019 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 City of Arlington Station #48 Name of Project: Project Address: 51st Avenue N E (intersection of 43rd Ave N E and Airport Boulevard) Special Inspection Firm: To be Determined Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of To be determ iend 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 (,r) Structural Masonry (,.r) Structural Steel and Welding (�) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: 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. REV 11/2019 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ��ING Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The special inspection 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. Building 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 Professionals: 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 keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials 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 terms and conditions of this agreement. Owner: Date: I 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. LC_7�1a � Applicants Signature Peter Carletti May 28, 2020 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9