Loading...
HomeMy WebLinkAbout17812 82ND DR NE_BLD20120088_2026 BUILDING INSPECTION REPORT Gt�Y O� Permit No. Address: 17 1NG'�p� Contractor:, Owner: ' Date: APPROVAL ® PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 1hy ® Under-floor ® Framing ® Gas Piping (footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: I' r 1 i --• ter. . ... i��� .�• • f . • s�_ 1 1 r l .t.li 1•.�. i • t•' • CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERM IT =--T-r- Address:17812 82ND DR NE,ARLINGTON Permit#:BLD20120088 Parcel#:01047900002900 Valuation:$210,000.00 1 APPLICANT Jirr. CONTRACTOR : ENCORE HOMES INC ENCORE HOMES,INC ENCORE HOMES INC DB JOHNSON KEITH HOYER DB JOHNSON 1801 GROVE ST UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE ST UNIT B MARYSVILLE,WA 98271 MARYSVILLE,WA 98270 MARYSVILLE,WA 98271 Lie#:ENCORHI914NS Exp:8/30/2013 PL[!1\9BIl�'G CONTRAC MR M19CHANICAL CONTRACTOR _ SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE#3 ARLINGTON,WA 98223 Lie#:SOUNDVP033NF Exp:6/13/2013 Lie#: Exp: JOB DESrum nnl�t � SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PUMU APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE:;Sal:z�xelating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and codedCity of Aton#3101. 3/19 v � L- Sign re Print Name Date Release By D to ARCHIVE Q APPLICANT ASSESSOR OTHER .. � i s BLD20120088 C ONnf FIONS 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. • PER E.A:Water Utilities • Replace the brass fitting on the tail peace, PFJt.NlrI'FF.:S Date Description Fee;kmount Paid Balance Due 3/12/2012 Plumbing Permit Fee $205.00 $0.00 $205.00 3/12/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 3/12/2012 Building Permit Fee(QTY: 1) $2,062.40 $0.00 $2,062.40 3/12/2012 Building Plan Check Fee(QTY. 1) $1,340.56 $0.00 $1,340.56 3/12/2012 State Building Code Surcharge(QTY. 1) $4.50 $0.00 $4.50 Total Due: $3,722.46 $0.00 $3,722.46 CALL FOR INS PGCTIONS BULLDING/FNGINffitING/PARKS/UnLTTI]ES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None i BLD20120088 (PT-LIVE) -PerrnrtTrax by Bitco Software Page 1 of 1 BUILDING PERMIT_ PERMIT#: BLD20120088 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: APPLIED ADDRESS: 17812 82ND DR NE,ARLINGTON BALANCE: $0.00 N4t.-", ISSUED: CREATED: 3/9/2012 SCREENS: Select Screen... -j FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 3/16/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 3/16/2012 0 Y N Assign Remove https://coapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit_Revi... 3/9/2012 �� ,. I'- � r � I RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition ED Residential Alteration Also Including: ED Plumbing (a Mechanical Project Address: b(Z L2J' fir. Parcel ID#: 01047900001) 00 Lot#: '�'C\ Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.unit B City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220s223 Fax: (360)659-3394 E-mail: keith@encorehomesirtc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): tat Floor: 933 2nd Floor: 915 3rd floor: Deck: Garage/Carport: 468 Basement: Project Valuation- Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State WA Zip Code: 98270 Contractor's License Number: ENcoRH1914NS Expiration: 8/13 Plumbing Contractor-Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: — I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described prope ill be in accordance with the laws, rules and regulation of the State of Washington. 1/30/12 Applicants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY L�j-01?00Ti6 (�) F�- Permit# Accepted By Amount Received Receipt# Date Received �: :` t RESIDENTIAL PERMIT LAW SUBMITTAL NZW Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 33 Units Traps(other than above items) Column Totals 15 Estimated Project Valuation Building Square Footage 1848 1t Floor 933 2nd Floor 915 3rd Floor Basement Deck Garage 468 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) 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 ill be in accordance with the laws, rules and regulation of the State of Washington. 1/30/12 Applicants Signature Date 8 RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2)SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: a 1 Project Address: l� yt, % ✓ ��' N A�1 Parcel lD#: 0104790000 00 Lot#: ti,\ Subdivision: Magnolia Meadows Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Please List quantity of fixtures below: FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 1 OK CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 1 OK CFM VENTILATION SYSTEM HEAT PUMP 5 VENTILATION FANS OTHER VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: 98z7o Contractor's License Number: Expiration: 8/13 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property lIwill b in accordance with the laws,rules and regulation of the State of Washington. l� 1/30/12 A licants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY z i RESIDENTIAL PERMIT SUBMITTAL iC Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. 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 Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: Date: 1/30/12 Owner wner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 ' RESIDENTIAL PERMIT 0 , SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential a Addition/Alteration Project Description:New Single Family Residence Project Address: 11 a��' ���' �� Parcel ID#: 0104790000 L'i 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) Fire Sprinkler System 0 Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks Decorative Pond/Fountain Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other 1' Authorized Signature: Date: 1/30/12 For Office Use Only Date Received: Survey Received By: Assembly Required: DCVA RPBA AVB ❑ Other Inspection Required: YES ❑ NO RECEIIIED UAR oQiZC) GOESP WAIT CENT[-P 'Site Information: 1 17812 82"d Dr. N.E. Impervious surface: Arlington, WA House w/O.H.: Sq. Ft. Parcel #:01047900002900 Driveway/Walkway: Sq. Ft. Unit Size: 7,598 S.F Total: Sq. Ft. Legal: Magnolia Meadows, Div1, Phase 2 Lot 29 Notes: Job #: Plan: 1. Downspouts to plat system 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel Setback Notes: N Front Setback 20' Driveway length 22' o ft. 12 ft. 20 ft. ao ft. Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O A� (true corner closer to road) RE ED 10' Private MAr, b 9 2012 Drainage COA PERMIT CENTER Easement 99.34' 8.66' p- - -- ------------ -� _-------- 10 UE 39#81' 18'4.5" CO � 00 LO � 00 LO rn 22' m L � 61'6" cn , 120.00 OL& Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer I ZON20120040 (PT-LIVE) - PerrmitTrax by Bitco Software Page 1 of 1 I� -., DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120040 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ADDRESS: 17812 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 3/9/2012 SCREENS Select Screen.. FUNCTIONS: Select Permit Function... -BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 3/13/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 3/13/2012 0 Y N Assign Remove 1016 P-Public Works II LPETER... 3/13/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 3/13/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA., 3/13/2012 0 Y N Assign Remove 1028 P-Water EANDE... 3/13/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 3/13/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 3/13/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 3/13/2012 0 Y N Assign Remove 2014 C-Planning I THALL 3/13/2012 0 Y N Assign Remove https://coapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit_Revi... 3/9/2012 .:.� I I RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 1/30/12 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: /. Z' Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: ✓❑ a. Single-family dwelling ✓❑ b. Duplex ✓❑ c.Addition ✓❑ d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 1632 3. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 4. Actual Lot Coverage: (SF of all structures) 1632 - %''� (lot size) _ V (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence OFFICIAL USE ONLY PROPERTY ZONED APPROVED _F-1 DENIED DATE INT MAR 0 9 2012 COA PERMIT CENTER �0A.) Z0IZC)0��J r :� �� � t Site Information: 17812 82"d Dr. N.E. Imperviou, surface: Arlington, WA House w/O.H.: Sq. Ft. Parcel #:01047900002900 Driveway/Walkway: Sq. Ft. Unit Size: 7,598 S.F Total: Sq. Ft. Legal: Magnolia Meadows, Div1, Phase 2 Lot 29 Notes: Job #: 1. Downspouts to plat system - Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel Setback Notes: N Front Setback 20' Driveway length 22' 0 ft. 12 ft. 20 ft. 40 ft. Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1'from actual Corner U.N.O (true corner closer to road) 10' Private MAR 0 9 2012 Drainage COA PEWIT CENTER Easement 99.34' 8.66' 071 N `,Cb I I i i lC� I 39'8" 18 4.5', (O � a OP n00LO CD LO rn 22' L I C 61'6" 120.00' Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer ..�-�. � fi . } I f Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general Liability insurance. Business and Licensing Information Name SOUND VIEW PLUMBING INC UBI No. 601784464 Phone 3606589900 Status Active Address 15000 40Th Ave Ne Stel License No. SOUNDVP033NF Suite/Apt. License Type Construction Contractor City Marysville Effective Date 8/6/1997 State WA Expiration Date 6/13/2013 Zip 98271 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status DAYNNPW087MO DAY N NIGHT PLBG Construction General Unused 7/20/1992 '7/1/1999 Archived OF WENAT INC Contractor Business Owner Information _ Name Role Effective Date Expiration Date TREMMEL,CURTIS J 01/01/1980 TREMMEL,TAMMY J 01/01/1980 TREMMEL,MARY L 01/01/1980 JOHNSON, PHIL 01/01/1980 Bond Information MlBond Company NamelBond Account NumberlEffective Date Expiration Date Cancel Date Impaired DateBond Amount Received DateOHIO CAS INS CO 13384643 06/01/2002 Until Cancelled $12,000.0005/16/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company NamelPolicy NumberlEffective DatelExpiration Date Cancel Date Impaired Date Amount lReceived Date_ 14 American Fire BKA54441760 06/01/2010 06/01/2012 $1,000,000.0004/27/2011 It Casualty Co 13 FIRST MERCURY fmtx005772 06/01/2009 06/01/2010 $1,000,000.00 05/29/2009 INS CO 12 FIRST MERCURY FMTX004239 06/01/2008 06/01/2009 $1,000,000.00 05/30/2008 IN I I 11 FIRST MERCURY FMTX0019872 06/01/2007 06/01/2008 $1,000,000.00 06/07/2007 INS CO 10 FIRST MERCURY FMTX001987 2 06/01/2006 06/01/2008 $1, INS CO 000,000.00 06/01/2007 9 FIRST MERCURY FMTX000614 103/31/2005 106/01/2006 $1,000,000.00 03/21/2006 INS CO B FIRST MERCURY 00064143 03/31/2005 03/31/2006 $1,000,000.00 05/20/2005 INS CO Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 3/9/2012 :r• II �I Contractors or Tradespeople Prjjr Friendly Page Page 2 of 2 Infractions/Citations Information Infraction/Citation Date RCW Code Type Status Violation Amount PPEJP00210 10/10/2011 18.106.020 PLUMBER INFRACTION Satisfied $250.00 PWADE00221 11/30/2011 18.106.020 PLUMBER INFRACTION Not satisfied $500.00 PWADE00222 11/30/2011 18.106.020 PLUMBER INFRACTION Satisfied $500.00 PBATI00822 12/28/2011 18.106.020 PLUMBER INFRACTION Satisfied 51,000.00 PBATIO0821 12/28/2011 118.106.020 IPLUMBER INFRACTION jSatisfied 1 $1,000.00 https://fortress.wa.gov/lni/bbip/Print.aspx 3/9/2012 l... 1848 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) completed Single Family Residential Building Permits Application _ ✓� Two (2) accurate fully dimensioned plot plans �✓ Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 4 i 1�' � ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. -Arlington,WA 98223 - Phone (360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 &51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. 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 2 I RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 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. 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 1 Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street(and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. ❑✓ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. F71 STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ✓❑ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 i ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. ❑✓ DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. P/ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC $VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 i t 1 RESIDENTIAL MECHANICAL ' PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for Change-Out Only * �: ❑✓ Completed residential mechanical permit application* Q Mechanical Appliance cut sheets* Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx 0 Appliance location and distribution details, including gas piping info Required Inspections/Tests: Rough-in mechanical and Gas pressure piping Duct Leakage Test by a Qualified Technician (see exceptions) Q Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. H a 0.0 A ttTl o CD CD `D o ¢�, V a ;� � 00 p .o r+ 00 z V [ � o C) � d O0-3 � � ztTj nz � y � O °z z 2, � C7 a Z 0-4 rD o �c r o � OITI cn cn C7 o' z q 0 0 y z nZ a d z MHO n O � r d � n ad t� O ml O �40 C� z d 0 d I z (D r)M ITI r w z r O C � d p CD C N 0 ►� N 000 [ o 00 z cn Q Duct testing Calculator (New Construction) -7 ��IZ House address or lot #: ( F;(2 j�41u.6 �� �4p/ ,,d CZ-,A) Conditioned Floor Area: 0 143 Duct tester location: L , `, Degcv Pressure tap location: Ring (if applicable): Open 2 3 At Rough-in (Total Leakage) Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present '<_:6 CFM25 per 100 sf of CFA .06 X CFA_s CFM2S Air Handler not Present _<4 CFM25 per 100 sf of CFA 04X CFA:5 CFM25 Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) .08 X CFA<_ CFM25 5 8 CFM25 per 100 sf of CFA Air Handler Present(Leakage to Exterior) .06 X CFA 5 CFM25 <6 CFM25 per:100 sf of CFA: 1. Test results must comply with one of the Standards options. 2 Jest CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Tested Standard Test est Calculated Test Result 50 CFIV ((I • _CFM50 X 0.055):( f OIJACFA X 144))=SLA 0.00030 SLA 76 divided by '2F,6/l2= SLA SLA Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior. Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area CFMZS: Cubic feet per minute of air leakage at 25 pascals of pressure CFMso: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area i a JRR Engineering, Inc. RECEIVED 18609 76th Ave. W., Suite B MAR 0 9 2012 Lynnwood, WA 98037-4149 GOA PEWIT CEN T E a (425) 697-5108 Client: Encore Homes, Inc. Pro ect Location: Ivaries, Plan#1848 (0956...) 2-Story 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec. gust)wind exposure B, Marysville, WA 98270 topographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or (360) 659-1579 Phone depend upon these calculations for more severe wind exposure (360) 659-3394 Fax or snow loading. Scope: Lateral &Vertical Design Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC& Site Class, D; (Ss): 1.25 Dead Loads: Roof& Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed, V(mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load(psf): 40 Interior wall load 10 psf(floor area) Snow Load (psf): 25 j Attic Lim. Sto. (psf): 20 Assumed Soil Values per 2009 IBC: Allow. Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing Indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=).*I1."P530-K7_t (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; A, Adjustment Factor varies over height&exposure (Fig. 6-2) Iw= I 1 JWind Importance Factor(Table 6-1) Ps30, Varies with roof pitch and building zone(Figure 6-2) Kzt= 1 Topog. Factor (6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" :j 6 Roof rise in 1T :j 0 r Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5_ 0-15' P.= 14.4 2.3 10.4 2.4 0-15' P$ 11.5 -5.9 7.6 _ -3.5 15'-20' PS 14.4 2.3 10.4 2.4 15'-20' P,, 11.5 -5.9 7.6 -3.5 20'-25'Ps= 14.4 2.3 10.4 2.4 20'-25' Ps_ 11.5 -5.9 7.6 -3.5 25'-30'Ps= 14.4 2.3 10.4 2.4 25'-30' P,,= 11.5 -5.9 7.6 -3.5 30'-35' Ps= 15.1 2.4 10.9 2.5 1 30'-35' P9= 12.1 -6.2 8 -3.7 35'-40' P.= 15.7 2.5 11.3 2.6 35'-40' P8 12.5 -6.4 8.3 -3.8 Seismic Design: V= Cs*W (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) Fa= 1 (Table 11.4-1) Sps= Des. Spectral Resp. Accel. Parameters (Sec. 1 _ Sos= 0.833 (Eq. 11.4-3) D =Site Classification (Section 11.4.2) ,- R IE= 1 (Table 11.5-1) Fa & Fv = Site Coeff. (Table 11.4-1 &11.4-2) p y'u' q• R=I 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) o Y Cs= IE"Sos/R (Eq. 12.8-2) 1 W= Effective Seismic Weight(Sec. 12.7.2) : } p= Redundancy Factor(1.0 < p < 1.3) (Sec. 12.3.4.2) 1 A 1 r n 9 � Therefore; V ult. = 0.128 'W� t`" UNAL V' Prepared by: JCM Checked by: RKR Project Name: _Plan_Plan 1848(0955..�� B 0 2 2012 Project No.: 12-02B 1/12/2012 COA PEWIT CENTER Page 1 of 1 ,I nrA _J1_3L ilsv I I JRR E"•gi eeri-zl•,g, Inc. ENGINEERING & PLANNING SERVICES Project Name:- (r4 F5"') No.: I I. •we,._�w��.e«x:..._, .wr'.v.o}w.c,♦rwi.+r'�wwiw•.orew�..wr+r*as..rnt—•ww.�n•w.,;..�.:��••a.+n.wn.rsuror.ea•u+n....s..-�:..w..v.i.ww-.ew.,.... WaTeR p� »- >rD 7166 * 'L05E7 } ... ._ _ __..._.-. _bN .. Jh HEDROOM 9 1a _. .rn—.1r._. ,.. .• II_.iw ♦ If• _...- .ter._._... -F• •s_...- .._ .♦..... •.r w-..w .vr . .... } •. _. . _.vr.•A u ' sj vp ..... .LANv�NhDJb� �M11Jd _.. ._ - .U,P.,..�µ.«F,�Dh`r�.,/,•:�T�, ._ .... -• - -... _11�1t�55 .�Jb71�D f1TH•�tJISF �_ - ..Si �_�.--•• •- --•----•-• -••- ... ...._ Designed JGm Checked - Date Sheet Z- of _ 'i ' �T.Rrl� En�in eer.�_ng, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.- _-11 uv,«�.�.._.w•.rr_ m........-.+« ..w-- �/p��7.e- .► wain+........-..�.._.�...... _. ,....,.. .._�..+. uM+.. r J — i_. cc aortt wow car-, Ir6[I M J - GARA6v - -- _t pi" . ._. ENTRY,- ...:..__. . 1 •• L -- - --- .,- - oRGH __. _ _.�.. — t---i---—-- ————— 3 vial ..... ..+...«. _ _ .._..:tea. ...a.. .... .._ Ivl/eq��- V� ' .. - .•. Designed Z4 M Checked R1Vt Date Sheet of�2 I CTJRIR I Inc. ENGINEERING & PLANNING SERVICES Project Name: I I J I 14 A 7 Up I IFO 13, + SEA. Cl-I J, il 9T U 7,0 4 ILY V114 :h -71 40 ID; I? xx 4­ Designed Checked. R94-1 Date Sheet of r� I ' �TRR Engineer rig, Inc. ENGINEERING & PLANNING SERVICES Project Name: L 0155 No.: I-L-019 14 x4si 1+1 L4 1 rD X hi 41 &L -45, v- ...... AAF i v! "( 45 -JL7 40D) A4 '-I-,�i . M-L. fi Designed Checked Date 2. Sheet of ' .. _. } I arRR Engi�r2 Bering, InC. ENGINEERING & PLANNING SERVICES Project Name•— No.: _..._.._... ..._ _.. _ _... DID- - Will A - �._ ._ ._.._ �,:_`�_I?1'�S�J�..�'.a�8'H3_,��.�;��lr:--.' ... �.���......^�:�GD>`ivv�: .1�.K1�►_ OW ILY. Designed— `fiGm Checked ' Date I t'Z- IZ Sheet of—� JRR Eng�i:eerzng, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.:- A- , �..�..W.I 1w-n!wM����n�J+s-��.�i.�/:-w+� •sr_����'•w.d.�.9a!�-venz-artr.w.�a.�ace.:w.v: �oWrw�•MVUM Mt N.•Q!f.-f;.Y. 03 VO _,-- .._.___. ..�►tb,._..._•I�_.__oQw.J�y+/__��_�T'._L`�'['_�'-its. _.... ...._.._ ___--- - --_� ,.... ...---- I.MWY...r.Ny^..[M�'.M•- 7.A.,wU.._...._....-..�Mi...�-,G�.. ..r.A...�.w._! m r_..... -....-_...<.-.. . ...Y.-.rs.-...r..+n.._.��_.... ..»s.....rv...w-.v. l .�: - r��,�-..r� . . Ur�l.�:-.-�''�:..[I��.w? .�:,�_�5�:�...��-T�.�So_�,•�..51v C�.i�sa t�v�..w�+,�.� allb; �5A i Designed Fend Checked— _L4-_*'_ Date Sheet of „ r �.e :� I JRR Engineering, I�rnc. ENGINEERING & PLANNING SERVICES Project Name- No.: �I-'�R #�PFz, =I4n.1.ww=mcn�p}li Ym' '�NRI��w+.s_.+. ����....Y.)..i•+wtiewn-=w.'.�.-�.r��..rw..�vrwv�w.-i.r.e.� w:=u�er•nl.ebt+AwU+a.-a Tr.,i_ww s•uwM.... :L RAY, I .I �_(,.!�P�', X.,`�h4r11►1,�F .'o� .:__.. ._-- - . .mom ---b'7 � 13�5�''/� -- •� 52.5�� L I &Es? (ai I5� '-'D��.- - _ . ... ..—.._ .. a,._.. . tk is -.--:� ,----._.... .._m...�_-!�?;.�Z,p.,r��?��...��...�j�.Z,p�.,;C-�,C�6.67��;1�-r-a��-•--3$35��'�._._..... ._ Designed- Checked — Date 6 7L Sheet of_Jti 1, N, t L JRR Erigineerzrig, Irac. ENGINEERING & PLANNING SERVICES Project Name:—_ L-/01-1 'M 6S No.: or j47c�D"�-oK�. - ------ .. . _. .._Pa;�' � -._JI�t3�0 �- ��-5-- (.►1�� '� ��5�.. � 1n 3 4�5_ Lli Is'. . .. b x 0 (b.3- sires, gA�� �t� --- - - {. 5... - . � . .. .-...��i Pip ..����D 'j„bDp_�..5.�.��'.:�... _. ... ... .� ..:. ._..... . ..... ...y_..-. ..... .... Designed S��M _ Checked Date h- Sheet of�— ENGINEERING & PLANNING SERVICES Project Name u No,: APXA -WAR IbMr GF— LC16.� &—m VWFLJ:Z, FM6 , -Mbk. -4xs.l4F.kz c--15�_. . AA Designed �`F1MF Checked Date T Sheet of 2 TIMBER COLUMN DESIGN (ASD) 2005 NDS/2009 IBC Descri tion: I Try 6x8 Timber Column Formula: Pc= Fc* 1+ FCE/FC* /2c- s rt 1+ FcE/Fc* /2c ^2 - FcE/Fc* /c Input Values Fc = var. psi where: HF#2=575, HF#1=850, DF#2=7D0& DF91=1000 Emin = var. psi where: HF#2=400000, HF#1=470000, DF#2=470000& DF#1=580000 c= 0.8 0.8 for sawn lumber, 0.85 for round col,/pile, 0.9 for lu-lam timbers h = var. feet b = 7.5 inch d = 5.5 linch worst case Calculated Values A 41,25 s . in. le var. inch le=ke*h*12; where: ke per Table G1 & h is the unsupp. length) Fc* var. psi '(Fc multiplied by applic. Adjustment Factors, CF=1.0) FCE Formula FCE=0.822*Emin/(le/d)^2 Fc Formula F'c=Fc* (1+ FcE/Fc* )/2c-sgrt {(1+(FcE/Fe))/2c)"2- FcE/Fc" /c FcE var. Critical Buckling Design Value for Compression Members psi Fc var. Allowable Compressive Stress (psi) Load, P cap. var. Ibs (P = F'c*A, at 100% cap. load duration factor not yet included) TABULATED LUMN CAPACITY(at 100%) De , Jam' 6'ht. 1 7' ht. 8'ht. 9'ht. 1 10'ht. 1 11' ht. 1 IT ht. 13' hf. 6x8 HF#2 22,030 21,290 IP-20,340 19,190 17,820 16,340 14,850 13,410 6x8 HF#1 31,810 30,280 28,3 0 26,120 23,680 21,210 18,900 16,790 6x8 DF#2 26,730 25,790 24,550 23,060 21,370 19,560 17,700 15,970 6x8 DF#1 37,620 35,930 33,830 31,310 28,550 25,700 22,980 20,460 Therefore; P allow. = Pcap*x_ Sheet of [2 �- I JR.R Inc. ENGINEERINO & PLANNING SERVICES Project Name: __ PL, t k r Gaf 55 �� No.: �"�}r-. :�.�uj���•.��i�� r�iG SIT T i I —.(—F--�---,-U r �- --- i - -t 4 11 r- ~ ' t ! •Nrl�y 1, ? I I tJ�T�t S J ! � i � •�—�—T I �� �Pf ^i �1 �71 1 u l ►z�t ? I t G� I i� wl --i I ---���•�_��_. PUa•4�1.G�t � � ��-tea -I� 4��.i .,..;._.• ! _ ; .• ..�._._ ' 1 ' '' F 1[• �I 1 11�g1 1 � �-1 1 Designed__JGC✓I Checked Dade fi I6 I-L Sheet of�ti w os � pv 'p zto Oom y- �!� U� � t° z � O t� p 1w� Z � ® ut � o Ts 3 O_t z Z!Sl w r i31 x w to ttt I u1 O != U- lu Z < v ice- z r w -1 W t- < ail -t u_ z . sue; Q� $ - x s� C� _ tijNzto x gym- o z1: �- to +n R �- - Z � cn dzz Vm m > m> LO o ® r a3 xM utx U- A I x � � z O 1- Vik! Z !�!° � ®z } t- a#- to ®� F- �, Wlu F- ' LnoOa Q � �O- ,p o �/ �� 7 etll < LJ"og�' �O x w �► rx z U u_ o > XQ pr-•r,z t3J Ar o� ® R � -1 t3 z � Lt! �x O x < x `-z h �� lu to 0 tv > p 0 IZU IL O o - zR z z -3 d�� r aom gr zr cu - s� w �� toz �- Nlt �� O y� lu 7 > g zo ' z ua x pZJU vQ < z a��i !il^ tj0 z; ®zU �� ® V m O z to O t > Q - � = O z- Zti1 wv z wtidt- t) `3 o O R -� t�ua z ut �- m t- t{tIL tri fl m _ �; z > A fl: , G-to � NxZ � p� - _jz mfl w z �; � Q � „3g ��, �- uatu o 461 0) U) V z' ® Q , to sD fl z m x U m�- - - ( -, ctl f to a19 to et? s`1 t su R smut �mO co d Oo > m �5 mR �- cnQ- .ipt5' ►- O � z �mm = z +o �� s, s � w tut,..u; v� � V Aga � o m >u z ti,ri - t€� O w o g z m O a -0C z1 r to to 2 dt w o om ohm d �y;x mu� utof m � d > zvzto, z ., t-v -� zz _ R o�S N ts1 m Q x lt} —� ! tlu m LLt r te1} o 0 4� it m m -t r ,ii tLr R L `3 t S3 - L> D - � -1 s < �t41 � w x �5 � n to 1L LJ Z Z i- -k R -;p tS � w 11 tSl LLB - v fl ilC Z � ii3 IU 111 Z Z -t� t;1 �!tlt 0 113#1 c as N 11L m f3 ttt Z r is v Z n t- QR � Z uiRwp7- Z xZ tuz Riklu u- > < QLi-m xtu tu�,0 Ou , p T tit _ v w m Z an d � � N R fil th O to IL O t- i� Z x K Q r o o t- O Q �G r !7L Ul 'US}-o IL. � ul rw �g tt! pt9 o, vR to -1w Rp 'u0Z vm > � aN vtn z r o to v wms> m V° t-> uw-i-1 C� z - tTt zxR � ? i mmA- ZQuR►wax N � z � °C +`- Q � tu�� VK ? rp�pp p ��iv y� Z � sdO }- A - t- w n! w -O u.t � m m w- (S L O >z+ } t ituo V ors ut v - �mr � m>Y �� a m tnamOt- o m � 0 Q°tY�� !- Z W mow > mow mxu R> fl � � _ o o� z 4 r n - Q < pC H tt_ x > z C, z t agz -1canc -� Lu luw I! 0 4 z v oo o! }- rw_ vs R to zm d U4 < WUAwr a00 mp, i z Q u LL[ gvzu � ttio �tn� < t- � x zw ozr ul0 � wr nz Q w -j'p4z�Mt ll U- W A[ O � O O� W z v z W m z r x a m r t- �' tic u w © m an d c tL �► tout w O tit iI./ o p O- '�t` I- 0 "0 x < � sLz � ® - to- o �w ?- ui _ � � mp Q � Rix O}x ut�,. � -s0mu -r w z> flCA-t O O� m Qzpmm 00 -t- - flCn! Wd v � Q1- < m r �r A= mr2m -' rp _i A ® pB v gxrO2v �- ow z x za ss au� uaVXDZ `� z a r_Q m - z_ uf�-QQ Nu�_ -� ® pig r- O o 2 U !�to d tL x w tL z O es to t3 w - R ua OC O fL ui - = to V -i JU Z" r o V < O { Z -t>L r tSt W r Y � l-SK W O Ii3 u t �r (L� � O z - }": O Q (V QQ ��tV . . zN x t- 40 -�m -' � wgwz v � axd s� xx am3 - OVOuwi u D— xQIL � OE M13 zA.aC�V � tEl cxva.�w � u- f1L O in to v K a r � z � w m < v 'A w t- � O to x o ut t- � to t-��t�Q �u m t�i� Z lU � UA � v � tLzw to � uo �� '�� � zo ma+o � trn z � om � 4 utzo Z � O ® o v �o >xtsir z -, Rzm- = F- ofmR to Rp � rz ��,o - IC) ZMILMU x � gw �O� > < V Q vc its v � wz pXw w vo wzR� ut } 00 m < � tu < IL0) xt-- tn � xoz OIZR _..t � � cvV o IU � ou� w ova r �xw � o > OaC ,n mwO�r mom ' uy tat- W aOtnO zm � v fm� W00 N � v zv Or u �[ zOt=4 'natRw to -su > ucw r m _ ZN titVV zwt� wORx � � � �tr - � x � !- WF5 t- ttlm 2titOttt z zuxp w`z tLm ra4 � ii Hsu Out tow � U �-- - � pg � L � wQz � � vduoozw "-owSo � = v _ La {L R � x o Oo�t t� tnOc CD -� - C) o T,� t iii I 1 I � > < _ I 5 © 1 I L � � .� z _ o � 4 =� z t 4 t! uj LU ---------------------------------------------- ' f cc , .t) Ll F ! I I CI ( ! � �floIL o f 3# LU Z E f z s { f�. `- u D brulx v O�z w t = u- >> {. o 0D-Q Lu [' -1 tat d O 4 ttt u < _g FL _ v zt , E- o LL z < � � UL 11 F] € } iERM AC � F] F] F] F] < �� � a lu z � F, —Al Q!) , £ " {� Q. 4 1 uO to IL _ I !!! o uj z �� O aria b ,nAr�z„eq;; lu Z Z Ul <1 I C� Q0 00 ly W lu jell < Ul �Zlw pz Q > LU 3:0 Z Z Z 10 lu Ul (z) X (3 of M < z <V�_M �) <0 ::t x q- >OW _j 7 ") o Z 3:Z OL U_ Z4 IL LU (3 - Z in < Z z Qj Z w DL I— x Z C1 to i—L DL lu 4z) 't Ul no, WXS�;v Q (3 << LU JU LU --I lu lu V<— f— M jz� T - Z .J 0 - lu U) T; 7, Lo Z JU CD < ii � <W IL T- ID U, Z fu IL lu CS M <Z Z) w :t: < ��LU 6) 8V T Z Lu > 17- Z LU < Z LL_ J 0 Ul x to Mvz w lu M 0 w Lu I-T 0<iL IL I Ul Ul E�t 01 LU It w W Lu Q� E I Z Q 'r M Z CL 0 > (3 ul CL ct Ju ul Ul U1 tu I- c, > Lu z lu is < --I cv o va JU < in 0 Q %D lu tsl -A fy W U I- Q� < LU3®-3 FU JU W < , - ui OZ Z IL Lu O:W - z m W jf�' _1:� IL 3: LU U, �O Z < 71 U_ LU LU 0 0oMZu)10 EDT t­ 0 W w 0�T) 0 �=�, Q =j w I-Q x i- U_ > (:�6 06) j-: Z z: f_Lu Z slw K p < < < b :1 Z) V 6L_ U,< z Z C) IL Z Z V_ < < T Z <ju T 0 Z tsi Lu 0-a-Lu - ;3 z— rL nz Q) QL lu x 1:1 0 i�-I-< Lj Nun V_ --I LL I.- x ED 1�j p LU V << JU > 0 U_ <M-Z) (Z�Lu LU 0 0 LL iL p Z JU Q) v sia I 01 w Ei __j lu z to LU uj Q, �3 U,4 L4 cA -to< in < lu LLI cu fu LU < Z (z)Z 0 z< U- < Z z � UILO b �) U�@ > fK 0 IL wo<ws� u Z Ju T 0- < Z lu L M N -1 z f, 'Til < n Lu Lu T Q > Q V V I� (211 Z :3 10 Q LU U--h Z ,-I-D IL Q) IL M Z I--<Qwv wu< LL- 0<:� L --1 0- Q� Z v < < 6 LU w < IL Z Z (3 w< -tu w Ul T�_ ,D 610 Z jIL- lu UL Q LU S3 V Q� > T C11 M z u- LU JU V IL Q_ D,p m Z in C'4 Z Z (L o q u-`�,z T W%D < DOT V 0 Q) Q1 - ju_j UL L J) tu < CD 3: X D w Li--I P Q Z 0 tu < in kn LU 0 > Lu y CD 0 Z ul") Lu lz� tu T - z D� Lu T j < OL lun I- 'I'I z tu <V�b X t- < < "I �,44u-z, DL q) V_ co§ -4 K Z Lu--I n cc -1 Z Z Lu iL<� RE, LU-1—ul < -3 U, — -1 - LU ­4 ul (i Ld Lu 0::)>Z _j LL !to lu Q 24 9 1—'<')�'L u LU < DOVE w d-a , < rz OT Luj) z i 4-u)z lu '10 04 Z Q� Q� in 0 ju IL lu > U_ < 0 W> Z LU ILI �Z�tf) V w U) p co < w U- ft Q, U, 1- :3 V_Of (:� (3 cl > T z I- --I ul if Z C'i LU M R LU LLI OL --I W T.. Q� > lu tj < < z LU T 7= � � o 'n U, tu lz� Z Lu V.- Z Z '1) 13 V wowz �- Ono.- Z M ): IL U) 7 M z D 'zo 6 lu V >(L V ge �: c-�,c LU 0 lu Ll Lu(3< < ti) ­7 m a- - z V w 0 ck 1z) 1­ 0 DL JU 0 z (z) 0 > a a Z LL rN K P 9- (5 o lu W W - - t-- N-1 tu I V 'Y F u.1 k -1< U lu < z __j M z < lu tj) < z Z < z Lu d)X '�)< DL q)- U)LU < JU I- Z Q� %) T (Z� W -1 Lu IS �1 tu Q_ Lu iz� T lu lu Q t�i lu< (L C� 7- 1Z Q( i-�'Z) V \D d)3 Q) lu Z 02 Z NSF Z --I LL Z Q�W Z 0� 2: U) lu z 2: 0 p < z z T z 41- - ju -1 I-Iz to z 11) lu < zo '�3 43 Z < of lu u tu Z �_ -Z Z 7A Q� -12 CL z I- x TE -3 -5 Z W U)M o moo < n< �D ts)z Is - IN Y Z z tu �_z �- w WE Q):3 0< :3 (:�,Z 0 Q § tn 0 Z V 0) k)Q-1 LU M u E) �,4 @)p _v in z J. z C) LLI IL W- Z Qj > M kD cl < It < <Zxx J) <,3 1 < Q Z 74 Q� Z V*IQ)tu Z z < U4 :3 >Z- 43 tu u Itu 0 =4 i� X z X Z Q� �Ju-(Z�X D_ v lu < Z U1 in --1 0 14 Do I-z IL 45 1z)K V IL 0 - '41 4 z ia: ,RLLI �- E,0 1 EL 3 :5 z < D Q� 1�3 1 J) ;5%.) __4 �_. < v 0 to --Q),Z5 Q'S w V Ao < CL Ll ul to UL- Z < Z 0 - tp clop ')z 8,Lu k)L w (:4 1112) <V W_0 LLI Z < Q to Lu LqJLU 0) -1 ?N 0 Q <<< �-o tu 5 lu<0 D QL 43 < >< 0;- w 0 4z�Lu U_D V UJ> \DZ Q�-O) TV- Z DL tnw_zc�lu�_ .1urz—, <_1Uj wu_10 : U� - (z) QOZ1Q) �-Wzw Ozo(z) :;T -,-WZD LU L,4 Q�.<z U_ J)z -3 w lu Lu 7- lu Lu < Lu Q) ID Z I ww W9 P V V < U-M (�,%D �-IL Lu JU �ts lu (3 < > lu Lu lu < z V g) d) 3: 43'r LU 5 7 rye of -i HP WE !zzn > 5M5 < "w An ILI I-Z IL> --I>Lu a- V�E j W > > Z i;z� Z_ ; I D in(z) Ct v �- < r- x IL Q1 V Q)-4 lz� <Q LU 10 a: ZED Q�V Z Z w I � - �,t C4 lu C.)i 3: 11)< U: < I,-'ul As� 04L, x W C-4(4 LL 0 lu < FAL > IL ju �Pi -0 t-- <ly�,-, ��_, ck 0 y Q V IL W<ts) 1;S is) Lu rL C4 LD b1i 1'�z 9) Lu LU t V x ct w _zou lu lu 0L Z 0, Ll Z-.),:3 W_z IL Z_ r,_< IL ri- u X M < Ll 3:BE tn a 7 V1. n UL Z ML IL a- W-j IL IL i3 1- -IL 0 w, v-- ci< ILI fN L 15)lb -a v < CD LU LU 0 LU ui 4AN nil UA < w LU 0. =4 UJ < 0 w x < va� w LU V5 q LU Z 43 Z U o 0 o (2, —i �4, z U_ azt CL X C) LLI IT it ]i UJ 7L T Z ui 0 z Ul 0 M a. z 0 _j Li co z LL tr _7 mi X 1W I -- � b LU 'o L JU I %41cro jx� x 3: it I 00 zo N t__ cs _J <Luwz z P o T.314 0 x 001-0 Al �-Zoo LU o >LLJ 7 Z_j LU ooz z u=11 41 LU 7t Cl) < EL < I , C) , ul r- L'� -Z co LU < C'A iL < L) co LL co _X < C, ----------- (W CD 11-,0 0- its 4z 00 YA->(,v'W If W jL,2j LL in Ln IL O IT C3 itt iL cm Fox AS LL LL in ilin U_ 5 F_ Z LU 0 FLU 0 L>-o uaix- 0 L_ *in W I lu > I ilu IL z 1 T3 in - d 4 dq i O r•- 71 _jw o�rS � w d { z � �<u, o z � � � � � � 91l S O = ®N lgl <,0aVzt'v � � �O�Z �ua�M w S S w g � Sit � A � :3 � lu u } £4 N t3d!_-Tf_z ®u Vm A�® N� S _Ulu } (L lu® Cis t-93i2 w a�lm30d_iI—m oa 0U �-Fiu ¢.jII-oo�` gi{ 4 ! � rcn � > iY A O V OOd �� �tm 00 V VD w �> wO aLED � � O� O I- d L6 d) }- z d' m A 4L�sl�iil Ni�V O < _i��-1- ink % �w� th w i3 w� �± N O �� ZZaIL� Q tsS Sw�V �z -l- _® FwwS m�tAO°� V a > lu #- ® -�1-CO O LL? VD uiDE z an =zw50 =o lu :3 D X�-� � � d mm�� O A ® lu z `� �i z �o x ��w �<TN� z Q<tno�r �z z,Vd a �AQ� - m 0� z >v LU o fX d d ddX �. -�VI! Z lU� Ell}-fl-Qlllz V Qg a4� :3z- d -{ 0.{4�9 ® L d zZ N w n �ll3i S Z- } -i d } a Jj( O{ytP) O3U-id J aZ _ -i -- IL V mVS!-tS1m �t-l� �' tS)� T �-� 43 Vllf��2L �- 7`#r-`_ jl! 2 zZtFt q S o IL �i >IL wS z IL � © l- Z A to wd<- 7- � ° w00TZt� ��� <�wzu�l �LL t2 �V S �O� �°®i ��®� Q.<<lu ® �`' ��� �' � �� a �� i,. � � � ®�� �d> ® ZN Ow m z >- O LU - �_ S +-tn 03 dm A -- ® z�� it � WOE _ to w t- o N O i- A z _ w lL Ul dS < 7Qeli lu-TOO Zw ® �fllaic_vOd}-z �� lL°4AA �� d ut - 5�� p ` csi � tls X � 3 Oc 2� z z -'lry� V W pwltt O�v °`3Nusffi dO ►= ta' A`':d,�Y�- ®#-��® `'�° � - O N " w�S w tJd e-Am z daz z "' ts� t-m t- z A o ul € Nu _ 71z z m� t- O m� V - i W $ � -a_O a :flsnt- ten, ENO -�s� Nw �v cnO� � dC 4 u o�N O �wtuC�l of ss� z co w O n _ a`-��ZW �iV N .- Q iU w "t)v n_Z --Id) d N�>Or,w Oi�- p x r �1=�W cci-Az m V Y wv LU V to QCJat zU4 gm= IOU) ul�S � � �L - �}< a-Ku <00 w I— z - oz z > t o o d iU S_Jw � ti U_ I tnA NV>>zly 0 =, pw -f Clct a- 4) ca Nwm d� S,w�n�o..ptsi + � Nwr ► m- mod d � t-F w O NN w Z lu F- NN O d i-Od �Z}- }- OLZOL11 w 114LU 3ZO� � L1� ts A111 � p .0, z� LUXV F- 7 � d i i WOO O F- S � N � � �_j (Z V } QC <ts mZ 1-QC- QluI)Ti -- oxclO a- P wV V-3 n o� ww O z jy - Ll -4aw a z m lu U_t-1z.U_zz moS �Qr�dt-U_ oo z-emu Z wwOAOQ Z > �;-3LLp UV. T _ TW x w "Tw ZI'N m-N IL F- t- O O Q) ®t- -�w w�E- } ZU2 dznp >-Nnc=wSI F- sL. IL > �JU w � p � !L� ® N tf1mY � }-A Oou-®N�?- ®� w�-_ S = ~vALv QN _ ty a Nw S}-z �} � v w € � 3 F-tD �� i O O 00 4 z v to p N Z F- m V w d _ 1--` 1tC tK t{i{ _ z N U- < ZSx z aura tn�wuiQw4LCl- ��4z0< O - sL 'udtLw> p eS d m po �� p-► d0 - A O� 4O pw �� L ui V gyp® z 1- z z , ti wiz N -, w d�-ti! V CO p } �O_-l4 uc Liu x�stl T-c � a wko Q•pAfl° pz { wwwgo_ U__ V= s ue° -tnwv� Uui� p } - d O d V ww cc t-Q �- =o-d�dt�u' wp'""u1 vti- fl° � �N= i � d=Sp =0�1_-� 1- OC � n -3 fl d_O(�T A l�l ®�< d Ni1 m �S_ m� } tk Nd dd€ p tLWzO k- �} S N r = w dN�> -iA `ova � N� OQNSv�r>tnTC14 u� iN� �awo ,)a_t_yPvQdWOLLz�-K,p)d(v V �vz Sr- �N,� XS� z Wtn< xm�r w d O vNt- Np �cVN Ulw w ® m lutDlu w = Z uCa=- o- d vo<Z x . . -1 - � in4wtnA ®NZ NO_ � S -� wm0 z ® p Kww+- wwdOovdl O Qm V�VzwONmO� OVw 4 Z ID 4L w�iL)U_dl [O WN Nyw-l�-a-�azt-ul=lowulI �0 Ten v-1 ttz � F ��tn g>�O OUzz - w0' r- otv dst � �' 0xC)cULO .d S V 'o N ad u! UN wNcvdOOvwzdsau Nt�� Ua'gdZt' ®� d - 'oz +-�AtntAit"OS > z � © z � OIL w m Z � 1 ►lK -ltuOAc�.-OC,-OwE- a� C _ NZo woo Ow J qz-� �d _ wi- �ti3�C z � � , w Am z } m- wd z+ui4 0 - v z i w� ' 0A z+-�owpz`nv� Z�x�wuz4 `zm`_i���}a`�p z '' wzu°�'=�vj d� ) mti 3 � 0 � � A u �Qz�QuAdQs i zOp '-� Z o: ® �Aa N_QLaa- d0 - �O 'V 4 C V Z z V z � v > d �3I z S -N-m zpzi5 �. ® Sw-wwww>rSa �wu►7: lu m�z�VpV-- �y "�w> X --I � � `�t�-tu��zdu�lnwd�Ov �t��� ����d���`w O � , ��� �w�z ww0_n 0 A_ � C W �1,4`ru�iw�°Ko-1�i=-lwLmV_�'d=��v<} zQws QO�tuAQ^cQQU -�w �ut�>w� �t3dd�O� Cflvz� oaQ� ' 40t-tS-�L sx� � dtx � tL�,r,dA-dOa-` O �- = Q Z � C'S T- 11 u l pt-wrucNz Jl _1s e a �: ® to S vs3'� �iA�� tl Df F dt� du0ldtt� � `` V i N Nww�2 22w1L� iLO'w Q� S ` i S i =: Owou �WFz- UVIU�V f�►i tf} o t� e w�R ces en>!- fL iL s T« > OL u i- J)-1, E t�l o Z o Ll of(S a tt1* N O iU - - ,, t --- - a 'Q 2 -- cmto _ T- — — — -� c u -�----- R t r r CI Z t i M I Q N A i J LU <4' > O r ry Q L F uj Lu 0 - - - Q inI s i ZZ rb < S Z I I U) D wLL 4 — — — - - Q iJ - Nt ton) may= ` '- J 0 < CL W lu O < '77 —" v� Q N 4Lij Y Q F- t- � i1L Lli �' CL N (P LLI UJ N EL U F- i } F- CD p {� f z i6 ' eF mE�l Cli Ll O t F- LLj Q� ap i a im { CL lem ae -4; uoolles —— — — — — it s-i 4w 40 - - -- - — o dirl A 1 Ifi � A I Sher I?r'er < LU t-,LIt fa i ! a 6 N s>t us 00 ua �- It*" LU luof 00 m -�Q0 0:)� V 6 M LO lu c� L3 � ! z 0®z O z z lid t7 z tI w �C ��=fly f-�>< ® flL N Q CD a_ I a C) �CiluOL —z:3 pluuj O z z -4 t- z iL o w Z I i!? fl t�ii Y mmw�'yOqu.t i W ut FL_ W z U }- I z� Ii� itl lu m d ? O Z o lu1Lt �� tU pA tV �� �� WW Q F- yr m it limit QT ILV-- to Qoa fa �.. Q �L� o Wx �t V In O �. ul @)C& > > U v z _ Q �z `�z o Paz Z0at - z LU— z H o � oAtn �c =°nzo z� z 00 w t- � p of mQ�� a 4z 3 z �' _M IlzsDnz � lufutu > luV-- tu}- tu tuov� N . . W�;; cp At- QAzQ� i�cAAz� oo Z � > I Q LL. luC� 51u> =4? p af } 1-" }O }= -lu- LU ' d =4� -�O i� � z � 00Lz�i1 a��-..t o ..1d, i�JtA d. lil� QiL �il. 11lA..dff.. ,�jFq� � m LL- ui co LLJ CL 4� tt.t LL -% 'gip s C Qco I C N w U ce � cd o Z 0 LL {� I Lf3 co ui CI Cl) CD }t Jl Q f � � 4 {O ` '� t � z o gm 119 41 o t)(Z LL U- mLn IL N Q, im JC)_ U- ZJH 94 ELo w i a z �-- tt OL it-in ;, �- � t t�,®s v / ( ZJ H 9Xb J I-.- M HSMJ VV1� � H I cr O co O ¢ O # LU !Li D O m z d v � 0to L6 O LU }� 4 ei O t Fl, yy s. - ZdH 9Xtr cfl ca- V S p LL < < q*, lup IL 00 ®� er=ci ®lu z a a CO ill lu �- M t- O Zlzit�o 2� �d0 _ o a 7- z O �!Llofl � t-_xara� �? z>v s°ul N ul ��- O < tu KP ou z - �a� o Wv zzOf cn � N o � _Ott1 1�0 � Ql zul OL emu- "' moo W- z� 3 2 2 ju lu ta�an pQ� tA�i�-> ao z iiltl �A li Z� lu i <� ZSQ -�� � zAD p1 OQ� a � of Qcn Z z zz z lu �Po Ezo�SB v M - }--- ZQIL mQ° ulQ' of O 1�® ul � W a-�iV ~� `U ul � < lu pQ lutiit�' t�-lu -�z < U Y uulQ lu ® p@jo�w> Vim. N pain uiz� oz z --I> W Q = ti Z IL IL(3 `r'az aot�oa zo _ � T ooc } env z Z to sx m - � < -IQ it Ta- t-t- to O thNLu w Z -4 zz Bpi=- OQ'O t=o10d � � rN- © zinc Q.- zN fl- LU A�C�� `� W � a to Y a t- a w3 u-o, n� , + p o f CD LU ul CO o a`- 00 z a-z�� )av ao�n�`nui zw-' how ,nz urtu)Lu d)U- u- ,�<op � d' Vim, jLp ap0�0 � �zauiz�luLu °- zp � rup -a ? S �di �zp� -� Q-w v Cp p < !-�zt= -� N o-d �� u Tom Ll� p ,- Qo < v ulula ul �< F-I--- Q�tA �azm :3 � O vtLvQ il5 �> Q ct)t` =4-�V� QMul z ill 4 to - V Q/ a iL < Z w S ul U) 0) ■ . �/ a �J ,�ui Ult- �' to v �� Q Q � � �!'= tfTQ�Q� � X2cp z Wtq; OXzm�'§J =► NQ�u)apptnz`ANo`�o pm Q LLsi la� ! �Sl°� Nvzuliz mJ) vui O Z LAG m- ®ul��ol-ul�t0 u�t`n vd� �vu`�i zt-z-t- 4%Vu._ < a � ` _o;i-i=Qo<o �a.u_O1.d..u►4 - <3: v o -�Nz1z, w dhu`nt -j (:qZ-1 Q�aul C)(3 Q wNilivzd,0- �puwto0< LUMou.-LU IL O Q �0 11_ tL ►- -3a zS- n +s?p= o >z o� � > , E �ot`u- oo Z�',U,Iu zuxo J zao: FLU LULU — �C4�} wigznzt-z 0ol =u. :2� cnw O �- CL W =ul -ul ul Lu >r;I f- a - st.u_LuoN z=u►m =�n►uul =< � _ Doti y-Q�n00 ut ul oa-O at- A-�xulu►�l o_`q{-,, pzh-�=oc V }I 3. >£s i o ��Lua= Y�V� oFLUP�R°cnz_ U- sxN lXt�QMi 4 O �� MM SYUl Lu ty� ui OZ 'Uuat� �O ou �uvti=- ivitV�V N 7 i-t—t v t— In m p c� O? 4 AJ),4,N�,luMI �nu_�c�iOf �f �nf A. �- 3 � Z;- WNr s CO I l y = tit CCN 77 CL cn IL N N { , i —1 `„ cz 7L UA fl, I I (L DO 0 Lu A I d s> { I I II 11 � II II II � Il II I I I ( I ( II Il II <<_ _ _ — _ - - - - - - - - - - - - -�- - - - - - - - -- - -Lam _ - - -II- - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ - --- - - - - - - A z z O® 0 LU L- S LL ® ua ssa w LOLO tS� - �Z }_ lu �= lam- 0� rqo V m V V Q p O A� u.l l�11 lu U � Em- Z � Y lu Q m Q Q Z g ei2 -$lv y to LU z � w A t`n w u 0 Cu j� � 43 Lu >� llu �� � a Q ® z� }-- Z l- Q Z W WW < l" >X zz ON —° u t- v -1 < O Cj z lu <C < ut p 1— I-m � t-r w u IL: f! �- �j o ►= U- ua } Q- 1-- z z A < z Cal z 7 a , � z >x A "a U LU7' < C) --i 1= } 3U � I. U- m c O w lu O S u l n IL � z W-t W ul o �LU It >v-t O. 'O O• Q < o t• m A � luILV ZOO z7" r)lx�f -t VO4 \/ I, _.! VtVQ m(V � ttl � CO W ! O A- O z 111 O m z w CO�, r- cz w � v it t= O�.o �/ o t- O"ox @j t, it �° '2 Vrq A i- AQC 4z V-> _ £}cy•-N`yd?-'m + u oz x rnz t- , � z m lu w -1 t- w O lu >. O,L> _1 uz it It It �- tr ( to -,— m LLl V z z 00 O u- °a A ui � V F'zQw a LlA�utB U<0W t N� �} -1 ��- �} �v z ,nl�tlu V-- _� lu z z = -i ►U = �iL v �� �luoi��QmA o F- ` uld1 Q- 1L LU0 V- I- } > zw V wI- iX UV Yut w�� z>Vo }�> --'5� + N a U- li = Aul li =A vz i� 0 • • _ cr m ii — C'S V v -a or W A< S)CI� N — r'�� c (14 tt � o�cfl o pi�i! � O`no o�°}OuQi > ' �' h A W _t 2 lU V �- Y N to ui a- m a 2- A N n O O O cq o tp ty IL < cv < az z z2T-<zO �Q ilurth JUJU >LLI O � llu liS Z=� 11 z Z V I.- Dpldw U-WE 3iyljo 1n0U�it��Ol�S��z> > !L S't'V ct)>iL I--ffi U- F-t- cif®3-QZIL VCtilL' ®ZOO-t 1L 1L _ !Y flC c1id) C6Q43;ui €- .6DLrza5cr��r ttz --' { — — — — 3_ T T— �.. _3— _T_ T— _l i i i 1 i i 1 I 1 1 I i i i I i I I I 1 I I _ L _1_ 1 >r a o U lu ui =M !CL ILI o � v w Lu I ! LLI ! Q- t- ! T m 4 ry ! � i LU LU 1 ! M '•' . ! ! ! < p LU U- WE I ! ! ! ! ! ----- M0129 7,4,C L 1^i0N� '-XO J7Z s3ssnN1 ONOW ,Z Ul sassnNi K O I U to i .............. 00 CO JU ........... ----- ---------- - 3:------- ..... --------- ...... ..... ................. . L6 is) LO -- -- ----- - ---- C� --- -------- ---- CL ................. .. -------- - - - - ----- cc -- ---- .... uj ul'''".......... ...... LU w 0aC LL w M co 0 uj .... .... .. uj. . ... a- LL. JU IL uj CD LU z lu......... ... .. ... .. CL ........... . ...... LU ............................. C4 _J 0- JCL Ir LU uj o Us 66' ........... LU W V) I— (A CL UJ LU 7 ul cl . 0 0 M U.1 0 LU ga U, CD ........... 0 0 0 LLI >_ U_ IM . ..... LU . ........ U) z 7-, Z CL ro- .... . .... .. . El' L k ... . .. ..... ............ . w rt ....... . .. C17 o 0 c ens 1 LLI -- -- - - ---- -- ---- --- -- -- - g� ` ; U u uj W4 iu� W, ul Ul U_ LLJU 7p ul CL LU Lu U? ul A LU >P Lu Lu u Lu M i.- 0 E ul tu rwLl 1 E Cl Lu LU _j IL lz LU < U-1 ce CD �5 In Ct NOL c E-9 o E E (D c z LL 0 co E co co Ni 7-cD CD CL E > to (D iz� M 0 E IL E cu G5 z EQ o LL' CL CO c L cc > LL E 8 EL co cn > E Z -6 7S oea � Z5 ��'9� c-5 cn E _�z_ ` 3: Z lS (D CU 0 E� M lu x = Q -z:r _ - 78 = �Q a (3 co 0 L11 o r z cn ce tu t - gum < IL ED cr cz Ul M cu 'ca ca a� E E te LL 7- cru g 7 E CL E 0(D C11 ID tCL c= zs o F. E c 3 t n > C, c 2 75 = rL _lD E co(D - ,S 5 CD Z- =0tB f,CD LD fI Ca -0 CD U 75 as E E G co (1) CL L- tZ 5 7E C' 0 0 W) Q to 0 U3 to cu c;� 0 co 0 E -a cu 7Z: > 0 0 E-: no IOU Erg =11) 1212 E F= t E 0 0 0 0 0 > CAI 5 Cli cl LO wr 17 iij it «0 lu v ZQ xW nzt < ��-',_--,� o � Gib l _ z 4 N6W nSl 4i --T-- $_ O A z f� � JL n ® a , lu � cli ED t 1� v OD lu � os3 w ut u1 wl p -1-�-2 ILug � >n lu O � Izz • 0 LL- su O cv A d Z z CD = > z 303a� O� Q zlu Z) OO O su �" - . . �� NQ a wwiu z z �-. a N `� > a' nul c ► Z OWC > o jw��� O ~ A 7 u i zO�r�O�� w Z x w o -�vcnoz �- o-00ao a d �- +� v oA XZ t1� va�X �-� sty Q W .V H ° Z o opc�OtKR°t� z x�:N�� ate- s� ut �p ttt z \ 1 tri 1 utgddd O m z � z 0z x Xv�n W tU IIl lu -� 1 cn z V at An�.1� f� d m X O Q �-g- N w �`+ Ul IL x'dW n8Y t gy Q- O O aAt1 x N z- � ' a _®9lu Q C1 -dam tL�Y zin I dy !ju x 2 Z ul d L5� _ - 10}p-� to 2 z fl PL _Q q� Z w fl - \3 to O --� °U s t��S — 9 S O d i- d d i=4-U f 6V lu �� Q `fld� lu d cx`t OO �- v ®X� `- O # >m u� v cn m '3- �� x ` ® Way z0L uc _ - }— Q N _ p c<tL�Lu � os KIW =1 1 ® sx z <3 nl w V- 0,9 1I— J =� luo z- I O ?�' N n t'3 )d r dU�) SLN � O O- ® ttt Ln s � Q o DL d f1 z zt tY u1 m c --j tl cfl 2 i- iL !Ll N N Q ¢� Luxz 3- �- rn -1 Lu 2 O u- LU Z Q z ° mull ZQ w QO o 0 to c z m �O z_ ,o F- - _ ty t�CS L� tL p A Q £ 0 O tfT Q U® A < A- "_ t� O O c1 z IL ® in u1 to u-"�_ u1 v � � � Q u1 V in m 11 s v i t z 2 -� p _ o Q z� s>_ 9y z d o 114 lu IL z s lu IL OL S p t33 � � z z m d) i�1W n8bVP ,n -� z O i � w n9 z 0 Flu !L _z Oa I11 .sZ O -z iu �- jI� LU CD iv lu -' fC �° )-ILI Q) d V A ILO .9m < v cxvQ4 lu in � s Off. 1 IN z ll.ly d� zul Y a=ism ry �- LL < tt1 N� O Qfk u�.ltn ^ Z Ct [u to d LU z z u m a_ L�UU �" O z z`y n0 ?1 u-o- <—LU = 531Jt� I I=1 `� t- d ! — �- i- < cv zAU `n � , AC x < Q to H= Om 0 ���� 4AU) Buz IiI. .il ► OLD �, �- z 0tV xz ® < m ._� ca I z: OOC-1 F- Z T.6 2 z `n ` R 1= u1 v J- Owilu m L'e a u-<LU ax� 1— A - a ''u- r uj L1 cv N t1 � A Qm ZO v ` rvo Q�r to U 2 �x a Q 0 > Q NZ ssa cv g❑1 Vu_ oLq �LU d (f9 > �- z�ul rude a �°� - > IL D-1 ju 0 lu -1 z �- z T- LU _ lu z at a XVW n881'HIW nY=. csl � p E } A C3 Z ` ILI AC O u- lu "� c> O sn 3 N'Q'?3'sr3Z7333-f'htiW E8-,9 > _ sQ'fsss �. zz c� z 0 0 Ll �- z lu ut v �-`� NIW«8b _ Cl Lulutx U- iiu Cl Am II—I�I I11= 4 � w lu lu I I V 1 I I I I I- >z � X � O' N l i 1;1 f I-1 11—I 1 - 1L tu — z o to d� < z IL lu IL t Z x U-1 SgINVA o I II 1111, I I > A z uuz i-- z z� zlu tu m oLU diCk lu z � s° - 4 X CD u ED r o t= T- di lu Q v �� v � ry 1 �m x 4 X z d u �- cs� --1 t{l Z s s a t (Ono av IsJ � Q � � � ! O x Lc� o gig C Vl L w .95 e5 a 6 Z 0 i5 0 c 0) 0 3 0 z mg f5wo m it 1 9 w 0 LO 7- Z M Z V) 0 :� Z Q o � dw, C9 0. O G Z k Z M . — U -0. . o x - R 8 q ® Ix � t Vs j 0 n' = aNQ � w oXt. t¢ 3 Cam, °d its x . %� LO ' u- w0. r.� w (1 ti N ' r�_ LO M �o» om � mm z a� a8 has 0a . .,� Q w ' � ® Nw w ', ® S °° ° 0o � m I ... Dab `�✓ � �N f,.. Lai LL.z a. o a Z ao a. R V- 7i. ca m M nc � N o I o -- zm I °-`�-MBJ �- W. W2 w �t chi 11H -L I'll 11 X 0 lqt 2 3260css - C, ,L. � 0 co 0 !� - I a 4 0�- Us. C) U� (n 3 M Q '� ti.t �,{ J- � < at �w Y '�"" t� to t ,,,,t ars t$a Q�U. � � � 15:n Z � � � e �� �' � C3 ..Y � (�; � � � ��,g _ - � � ��� � I ® as � f Ott. j3= ` �'. Q Q Q ® ® „° T a�` Q J�/'sg� A - 0Awl � � L� .� �Z��0 0 00o0 �y. �� � � � YZ� do deg it#p0), Q YD i�6pi��fy fp��s j��. w iii (}rr •}{�" ... (w� jt/y1{x�/'{� w w 2 w.i pq � � J� /\ w V {rs I m W � �il�. yi t4p.Iy t o zV YY =A �y jam} R Y♦ t/ Lei` Vj gyp . f �:!-. �, .. Op �R * ` ��6y+ - OWo ipi o' Hou iia ,•y�gsi 'i 66fj ..wt �v/7y �e ,aw M w '�L �ifc �Yl a �i ai.. �y U) /¢�j al .Z o cs Z4ss 0 �.1 Z® Q 0 mot( O % { +Q�# 7i�' I f+j idd S� WOD® Lu 2 Vi! +�iR ? YJ h� 0® y r f 7_'"_��fii e i //. y ;V•efY' - ' 71 r� '�� 6y — 1 c. ® � 3 aiz iil .. t4 Yf i�i 4�d Yiw AR/a a. wulbi Q �' ca --z,v'� �MQ z � - ,� �� aQ Ira m � ID ....... #� sy Q .� a X.0 (5 _ a v� oao z m ZW w Zm v3 ' o �' -� a o Z� o w jum—w0& L � iv HONZmew v v o c� ct ac c C _ mz © .- a o 8 vwi lox ME z �,,. ®"'ate r ® o0 a x [0 t�► � z a �+ z . y 9 it ® Z O✓ •� - V. (! f. y6: •l tV,,/g pp� `i QQ 0 i All t/0 �r f�" � a C,3 m M � 4 t0 � � N v e- N 0 W J VaQ J o J ' to ZO OD m0 � 13 a Z Z 22 NLU $`P• 2N z ® �� Z z . . 1 ► .. .. ` y a v Tit CIS MZt3.tL •^ Qw? Z T- -j < ae �`�� W noa w � (nw = LtiJ -Ln0 0 Z vIm () NNa=1Wgid •-S0.V1tn 2 SO Zff$S �a� 1-- W 2 N M tit'9 �1 z,a ���� Ix a 0 L 99 tL #� t V} b 'O • . a Q. t$. w Z Ix C ® O w sia w L � � #N 3 t3 > t in -JY ttt dil 4ll �d a Q950 XZ Z < az = tZ sU'vU. V5C1 ? w a oW a 0 p to ° ¢Q oath v o �' o"` •- •- m + w a c ca o � m to v ; IN El fill 9 m t � Z !L` - C3 W < 3 �Z N a , Z0 1 1 1 < � fNNN Q � a �w '�}"° 33. • ym• •�` C5 �` { is< 1 0 5L— jtN . i � QW 9ES �v Z � m �r - � � to ..._ N� Igel) w � s 08� f m � 9Lz ` � wow °� •® CL "CC S at z ao oD co= : s oo w 2 �.a.I 0 3 V pp Q w V?to �-- Z c a Z U to;to to 0 co <o ry a tj) ct>eF M N Z CIDww Q i Z W p X Q a a <C uj W (� s v i j�lG€1�►® a * (n-j 0 w v W2a. ,� '� Z W N a Q �; _ a� Z Ma ww w = dZ mm 1 a s co I I ;N F-z w m WOEo N r w t%? ao'ao ity : o a < ,.L m w Q ao _p w r LLJ - �" CY C� t tv 'd rr� tWo rn cr �. tin-- M Z cn c� s 4 tin to to v `4 ?-r m�-Z W m LW? �Z • 't m Z \ W '� (L Zin _!W _ 00 W C? O w L� � � Z � � ti ® ¢ m OQ Q tt1 wad V) Z - a v o Lv ��y/° .. +Q .1 cLLJ �aao zZ � Obi19 t�'0 a- �z c� t`� �� p a W u Zu s� jE ... O t _ 1O �W a � 2 e r> Cy V) < t� a'A q Lc 2 Q L� +" w 4 } 583 t3.E3. 1� W V)�.V1' ®v J w F-E- Z Z, o- r-B3. 0Ix OD -j z LLJ y a m � �' � Z o Z m g s ca m ors m a3 v � Vr �y® a ow w w V:IL 9 ! C3 '� gL mo o ' o � iL 3 a Z - f, 0. 9 , IL IL 0 0 < PIL LLjLnZ 09 W V"3 Fit tea 22 �i 4 ® 0 ro Q--j N M Fill W®. _ � W= a CUTS x X. w"� ¢ m a s moLLm � fx 0 Ac Y Nip} ttB i N� � CL • Ye � .. n ; � 6 7iJ �� Q Ot- w .. to W E e ► .� - ��' ^ -� � 0 CL Z �` V3 o i o �- i a to 00 ar; 5,1 .. - .. ICW .. w uj pv ...��z!y� S� U) macfx to W grO. nm in5 D.fn w w z W • • 0 ;j 00 `X11W `$ JNIN3d0 NOW `21b� ®S ` N � _ •� o «-z 2 a60 XvA o I LAY k m .. 0. Xwo XW m=Q U L1 r V t2 d t/f L1C q 1�d r y> r a - � b 'q . 1 9 .. cn Q r Zo eft Z •ti 7.v)ois .''` w oZ in N OW Z CL _ to � ..' Q a v ,.. Z rn l 1 . -a ajd a s u�a �- ® •ep G� H ° S89 Z c� p C j U . La >� w ,cw Z ® c,. to. vi �.F, � v .a , u z x H act I,-• Zo II°cN0 d � �` koW ,.��_ ~®�zf3. m 4! t�.ii9aLL U til O tE LL Z T N ' x I W ^ p Cp o ! ? t7 rt M o tL i r-W f) , S tiJ OC K tL atJ} Cis >= k s 1* W*C'q p= Z : ?� W Z ^ < s^� Z � Z W.L! 58 d �: Ii� o - E3: 6d3 CL IL ®�O _ C9 tlf .� ADZ itl O V3 F ° € q�q U Z B130 � ' * a D v 0 aw It _ lot �p CD Uti6' _- Li °i vi 0 o �- cn �Lr JErn #+j c ° c t I a UJ o ry _ i 0 xc D � eL is SO ww n Mz tLLI� � v� o •LS x(a Z Z O L Z £ /' � } Z Ott tL ® Qtc! o� _ � N t° £ r SO rn to 6i f ttp€t7om t!} ftI 3 M icn2 to CCLL '� 4802 e Y • � �. � , C, }� /y CL 8 W A i—� :$ Fmk w m .. KZ o - - (A 0- ROLE U- � �x 012 � . 29 0 eL 0) o E •,r I I C6 _ o c� oNCL oo LAJ co W ...LL �h$ q > t33 w V .. 0 ppma a jury. V.� CD 150 m }y� :9e�i ��� ��.p �# � 1Q g'� �j['� �q sP W y� �R�. � Yl •"- ... r. - ..� ^ ae g y4H 00 4..dY V 0 a- I :5 to ` Q: C3 • I W zo �� m � is OD cn� c �' °° O Z7 CDtj W i1 ! tj LL- C4 WO 0 0 3:: 7 Lai ( c m 0 N .0 �� zI a IIP � o t C fit t v I I LU .z 1� O 0 " "3 (10 OV 0za`� e� (I 8 ran w� ? 1I z -v ,� a. Z LL s : N w _ ti3 t� Cj X p z o ' W z ( I -- 0� z st LOU', �a — IX wc � - I so � z {- are Yjg 9L Rcaa ne LZ CL z' wo I V z Q .i t o ee I N i i - v La cn lxvA lot z � p usLO to s^h 4 4h Zpz 0 < �o� vI; CO . w § ' ., = fl`.�o, to � c �- Q �� LUG, c c, X � �- ..� poi €�a. z �, g :� W W00 � z ILOa. � b V ' LAJ o� -1 C CL � - `� en mC..o � w L)cnany SZO U) < _ tt� PR s w 41 4 t NV d •1V 33S mU. J wa w 9 a its LOI- GC z . CL - tL _ LL LLI Ro WJ Z i w �9 � � z a- c�va s z = WHO wn CL C Ice .c WOM P3 G IM 0— O 00 0L � a. 3 Y }.. ,- ice . CK 3 ® LU ' x a -- " Ld# �! - i /0 0 z C.Dt to ui z .�.� 4 lz� tip� 0 aWO XCL ILP #£ t � C e° f�LU !W 3 pia ®o x ° ... m s IM4- t �w �� Z ¢ L .0-,t€ 01 .0-,9 s go �� z� 3 za K� gn J _ w oil ui