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HomeMy WebLinkAboutPermit D11-334 - LE RESIDENCE - NEW HOUSELE RESIDENCE 12608 40 AVE S Di 1-334 Parcel No: Address: Project Name: • City of Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 438 -9350 Web site: http: / /www.TukwilaWA.Rov 7340600661 12608 40 AVE S LE RESIDENCE COMBOSFR PERMIT Permit Number: D11 -334 Issue Date: Permit Expires On: 11/2/2012 7/29/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DINH THONG USA LLC 5624 SW ADMIRAL WAY, SEATTLE, WA, 98116 TIM LE 9420 8 AV SW , SEATTLE, WA, 98106 AMERICAN PRESTIGE HOMES INC PO BOX 46002 , SEATTLE, WA, 98145 AMERIPH864JD Expiration Date: Phone: (206) 778 -2655 Phone: (206) 853 -4525 DESCRIPTION OF WORK: SUBTYPE: NSFR STATUS: EXPIRED DESCRIPTION: CONSTRUCTION OF 2114 SF 2 -STORY HOUSE ON EXISTING FOUNDATION WITH 464 SF CARPORT. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. TRAFFIC CONCURRENCY TEST FEE. TRANSPORTATION IMPACT FEE. VALLEY VIEW SEWER DIST. & WATER DIST. 125. Project Valuation: $271,329.44 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Fees Collected: $8,362.52 Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: 2012 International Fuel. Gas Code: 2012 International Residential Code,Edition: 2012 WA Cities Electrical Code: 2012 'International Mechanical Code Edition: 2012 WAState Energy Code: 2012 Uniform ,Plumbing CodelEdition: 2012 Public Works,Activities: Channelization /Strip'ing: N Curb'Cut /Access /Sidewalk: �Y Fire Loop Hydrant: Flood Control'Zone: Hauling /OversizelLoad: LF Land Altering; vVolumes: Cut: 50 'Fill: :10 Landscape Irrigation: N Sanitary Side Sewer- 'Number: 0 Sewer Main Extension: P,UBL'IC Storm Drainage: ,Street Use: Water Main, Extension: PRIVATE Water Meter: lyes 'Perm'it Center Authorized Signature: Date: "1 `a VI 1 hearby,certify'that �l'Lhave read 'and examined this permit,and''know. the same to be true and correct. All provisions of 'law and, ordinances governing this work will be.com,plied with whether specified herein or not The granting of thislpermit doesinot presume to give,authority to violate or cancel the provisions of any other state or local laws :regulatingtonstructionpr the, performance of work. I,am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: This permit :shall'become null Land ;void lif f hework is notcommenced within ,180 days forthe' date of issuance, or if the work',is,suspended or abandoned fora period of 180 days from the last inspection. (PERMIT CONDITIONS: * ** BUILD ,ING'DEPARTMENT!CONDITIONS * ** 2: No changes shall;be made to the approved plans'unless approved by the design 'professional in 'responsible,charge and the, Building,Official. 3: All mechanical work shall be inspected and approved iunder.a separate 'permit issued by the City of Tukwila Permit Center ,(206/43-1-367,4 4: All permits, inspection records, 'and approved plans shall be at the job 'site and available to the inspectors prior to start of any construction. These documents. shall' be ;maintained and made available until final inspection approval is,granted. 5: Trussshop drawings shall'be,provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signaturepf a Washington State 'Professional Engineer. 'Shop drawings shall,be maintained on thesite'and'a,vailable,to the building inspector for inspection, purposes. '6: There shall be no occupancy,of,a building until final inspection has been completed and approved by TukwilaIbuilding inspector. ,No, exception, • • 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *PLUMBING AND GAS PIPING * ** 16: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 17: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 18: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 19: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 20: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 21: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 22: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 23: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 24: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 25: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 26: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. • • 27: All new plumbing fixtures installed lin new construction and all remodeling involving replacement of plumbing fixtures,and fittings lin ,all residential,hotel,imotel, school, 'industrial, commercial use or other ,occupancies that use significant quantities of water shall ,comply with Washington States Water Efficiency and Conservation Standards in, accordance\with,RCW:19.27,17`Q and the 2006, Uniform Plumbing Code Section 402 of 'Washington State Amendments. 28: The applicant agrees that he ,or she Will hire a licensed :plumber to perform>the work outlined in this permit. 2 9: ** *FIREIDEPA'RTMENTCONDITIONS * ** 30: The attached set of building plans'have been reviewed by the Fire Prevention Bureau and ,are acceptable with'the following concerns: 31: An approved, automaticlire'sprinkler extinguishing system lis required'forthis project. (City Ordinance #2327) 32 All new sprinkler systems and all rnodifications o existing sprinkler systemsshall have fire department review ,andapprova'Ipf,drawingst prior, to installation or modification. INew,sprinklersystemsand all modifications to sprinkler systemstivpIving more'than,50headsshall have the, written approval of Factory Mutual or, any fir,e protection engineer licensed bythetState of Washington and approved Lby the Fire Marshal prior to submittal to the Tukwila 'Fire Prevention. Bureau. No sprinkler work shall commence without 'approved drawings. (City'Ordinance No. 2327). 33: Adequate, ground lladderaccessto rescue,windowsshall be provided. 1Landscape,a flat, :12',deep by 4' wide area below, each 'required [rescue 'window. 34: Maximum grade for all ,projects is 15 %. :35: ,New 'and existing lbuildingsshall 'have 'a,pprioved ,address numbers, building numbers:or,approved building identification placed in 'a position that 'is plainly'legible,and,visible from the street or road ,fronting the property. iThese numbers shall contrast These ,numbers shall ,contrast withtheir :background. Address numbers' shall, be Arabic numbers or alphabet letters. Numbers,shall be ,a minimum ofAiinches .(102mrrn)' high With ,a minimum stroke width ,of9.5 inchi(.1'2.7mm). •(IFC505:1) ,36: Contact' The Tukwila Fire Prevention :Bureau,to�w'.itness all [required inspections,and tests. (,City Ordinances #2327 and #2328) 37: Any overlooked hazardous ,condi,tion, and /nor violatio nof the adopted 'Fire or Building Cod es;doesnot imply approval of such ,condition or violation. 38: These plans,were[reviewedl y'Inspector5511. If have anyquestions, , please.call'Tukwila'iFire Prevention ,Bureau at (206)575 -4407, 39: *”PUBLIC WORKS DEPARTMENT CONDITIONS * *'* 40: Contractor Shall [notify Public Works Project Inspector Mr. Dave Stuckle at,(206) 433 -0179 of commencement,and completion ,of vwork,at least 24lhoursln,advance. 41: PRIOR'TO''PUBLIC;WORKS FINAL INSPECTION, LAND ,ALTERING CONCERNS BY ADJACENT PROPERTY OWNER TO THE SOUTH MUST BE ADDRESSED. 42: 'Work affecting traffic'flows shall lbelclosely, coordinated with the (Public Works ,Project 'Inspector. Traffic Control'Plans :shall ,be , submitted, to the Inspector for priorapproval. 43: Existing_ ,contoursas Shown . onLPub lic' �Works per ,mitno.iPWA8- 163j(attached to,thisl Building 1permit plan sheets for[reference)shall lbe maintained. Any fill material and /or stockpiles (existing or new) not shown on ,the 'above [mentioned plans,Shall Ibe [removed by ,the Owner's Contractor. INo material shall be placed on adjacent ,property to, the South. Coordinate with the Public'Works (Project Inspector. 44: INewgradingcotoursas shown on Pu'blic'Works permit no. PW08,163,(attached to this Building permit [plan, sheetsfor [reference) shall lbelcomp ''leted,as partlof,this Building permit. ,Any fill material ,and/or stockpiles (existing or new) not Shown on 'the above mentioned, plans,, shallibe removed ,by the Owner's Contractor. Coordinate with the IP, ublic 'Works IProjectllnspector. 45: ILandalter,ing and other,activities shall be completed in'accordance'with all geotechnical recommendations,by,Cornerstone Geotechnic al,lInc.,,dated June 9, 2006' and subsequent geotechnical evaluations. 46: 'TheCityof Tukwila lhas,an under, grounding. ordinance[requiringthe ,power, 'telecommunications, and :cable Iservicellines be'underground. • 47: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 48: Any material spilled onto any street shall be cleaned up immediately. 49: Prior to any work within the Public right -of -way, a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 50: PRIOR TO ISSUANCE OF THIS PERMIT, OWNER /APPLICANT SHALL SIGN WITH NOTARY A HOLD HARMLESS AGREEMENT FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 51: PRIOR TO PW FINAL OWNER /APPLICANT SHALL PAY A PAVEMENT MITIGATION FEE, IF APPLICABLE. FEE WILL BE BASED ON xxx SF x $2.50 PER SF (2 - 5 YRS REMAINING LIFE) = $xxx.xx. PUBLIC WORKS PROJECT INSPECTOR TO MAKE MEASUREMENT IN FIELD TO DETERMINE FINAL PAVEMENT MITIGATION FEE AMOUNT. 52: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 53: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 54: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 55: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 56: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 57: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438 -9350 1700 BUILDING FINAL ** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 5020 FIRE LOOP HYDRANT 5020 FIRE LOOP HYDRANT 0201 FOOTING 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING I\. 0502 LATH &,GY,P,SUM 1800 (MECHANICAL [FINAL 0608 IP,IP,E,INSU,LATION X0609 PIPE /DUCT IINSULAWN 1900 PLUMBING (FINAL 1600 ,P,UB.L'IC WORKS [FINAL 0401 ROOF SHEATHING [0603 ROOF /CEILING IINSUL ,9002 ROUGH- ,IN,GAS PIPING 0701 IROUGHdI N'M ECHAN I CAL '8005 ROUGH'IN PLUMBING L5090 STORM DRAINAGE 5100 ISTREET,USE 0412 I,U.ND,E;RFLOOR .FRAMING 0601 WALLIINSULATI.ON 10413 WALL'SHE'ATHING /SHEAR City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 7340600661 Address: 12608 40 AV S TUKW Project Name: LE RESIDENCE Permit Number: D11 -334 Issue Date: 11/02/2012 Permit Expires On: 05/01/2013 Owner: Name: DINH THONG USA LLC Address: 5624 SW ADMIRAL WAY , SEATTLE WA 98116 Contact Person: Name: TIM LE Address: 9420 8 AV SW , SEATTLE WA 98106 Email: TIENLE98106 @YAHOO.COM Phone: 206 778 -2655 Contractor: Name: OWNER AFFIDAVIT - TIEN LE Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCTION OF 2114 SF 2 -STORY HOUSE ON EXISTING FOUNDATION WITH 464 SF CARPORT. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. TRAFFIC CONCURRENCY TEST FEE. TRANSPORTATION IMPACT FEE. VALLEY VIEW SEWER DIST. & WATER DIST. 125. Value of Construction: $259,029.44 Fees Collected: $8,362.52 Type of Fire Protection: SPRINKLESR International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT ** *continued on next page * ** Hew.. IRr: -RF7 /111 n 1 Printpri. 11 -f17 -7017 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Y Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I 1 —;"--I)\ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this perrfiit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: r// Z /.2.o / Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. rinr. I Rr. -S F7/1 n f111 -314 Printed. 11 -02 -7012 9: Ventilation is required for all new rooms paces of new or existing buildings and sha in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *PLUMBING AND GAS PIPING * ** 16: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 17: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 18: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 19: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 20: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 21: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 22: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 23: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 24: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 25: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 26: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 27: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 28: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 29: ** *FIRE DEPARTMENT CONDITIONS * ** 30: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: rtnr•.' IR(:- SF7/10 f h1 -334 PrintMri• 11 -07 -7019 31: An approved automatic fire sprinkler elir uishing system is required for this project. Ordinance #2327) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 33: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 34: Maximum grade for all projects is 15 %. 35: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 39: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 40: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 41: PRIOR TO PUBLIC WORKS FINAL INSPECTION, LAND ALTERING CONCERNS BY ADJACENT PROPERTY OWNER TO THE SOUTH MUST BE ADDRESSED. 42: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 43: Existing contours as shown on Public Works permit no. PW08 -163 (attached to this Building permit plan sheets for reference) shall be maintained. Any fill material and/or stockpiles (existing or new) not shown on the above mentioned plans, shall be removed by the Owner's Contractor. No material shall be placed on adjacent property to the South. Coordinate with the Public Works Project Inspector. 44: New grading contours as shown on Public Works permit no. PW08 -163 (attached to this Building permit plan sheets for reference) shall be completed as part of this Building permit. Any fill material and/or stockpiles (existing or new) not shown on the above mentioned plans, shall be removed by the Owner's Contractor. Coordinate with the Public Works Project Inspector. 45: Land altering and other activities shall be completed in accordance with all geotechnical recommendations by Cornerstone Geotechnical, Inc., dated June 9, 2006 and subsequent geotechnical evaluations. 46: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 47: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 48: Any material spilled onto any street shall be cleaned up immediately. 49: Prior to any work within the Public right -of -way, a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 50: PRIOR TO ISSUANCE OF THIS PERMIT, OWNER/APPLICANT SHALL SIGN WITH NOTARY A HOLD HARMLESS AGREEMENT FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 51: PRIOR TO PW FINAL OWNER/APPLICANT SHALL PAY A PAVEMENT MITIGATION FEE, IF APPLICABLE. FEE WILL BE BASED ON xxx SF x $2.50 PER SF (2 - 5 YRS REMAINING LIFE) = $xxx.xx. PUBLIC WORKS PROJECT INSPECTOR TO MAKE MEASUREMENT IN FIELD TO DETERMINE FINAL PAVEMENT MITIGATION FEE AMOUNT. rinr. IRC -SF7 /1 n 1111 - i 34 Printarl• 11- n7 -7n17 52: Temporary erosion control measures she implemented as the first order of busines_revent sedimentation off -site or into existing drainage facilities. 53: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 54: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 55: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 56: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 57: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. rinr. IR(:- SF7 /1(1 1111 -334 Printert 11 -(19 -9819 CITY OF TUKV " Community DeveloWent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Combinationlrmit No. 11- 33 y Project No.: (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** [PROPERTY INFORMATION — Site Address: % v2 6 / 0 4,o k A-✓. .T. Property Owners Name: DI NI 7 W0 A., F LL L King Co Assessor's Tax No.: '734 06o o 66 Mailing Address: g 1 r .S . 1 20 S - - &&'Z •✓ City Li) A- State q 8/6 a? Zip CONTACT PERSON — who do we contact when the permit is ready to be issued Name: 1TM Le— Mailing Address: RU e? 2i K AYE E -Mail Address: Day Telephone: (Po b) '7-) kJ A- 9gi o 6 9to 6 C fAIdv City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION — Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 1A01 ood ..tom Scope of work (please provide detailed information): Nit...) si. D42 /D 62A-4 G..� . DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement tat floor 2 "d floor 0131-1.,3 S,F I-ICU. J S. F Garage • carport 0 Deck — covered • uncovered • Total square footage 0. s.1 $ .o -S .F Sprinklered building? 14 yes ❑ no Fire suppression system proposed/required? ❑ yes 14 no H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh Page 1 of 3 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed i nation): C_.0 ,..)44.—+ 2 S td CALL BEFORE YOU DIG: 1- 800 - 424 -5555 eoN • PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. WATER DISTRICT ❑ .. Tukwila ❑ .. Water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate ...Water District #125 M....Valley View Sewer availability provided ■ ... Highline 0... Renton 0... Renton 0... Seattle SEPTIC SYSTEM: ❑ ..On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): A. Civil Plans (Maximum Paper Size — 22" X 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ ...Traffic Impact Analysis ❑ .. Bond 0... Insurance 0... Easement(s) 0... Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -of -Way Use - Nonprofit For Less Than 72 Hours ❑ .. Right -of -Way Use - No Disturbance .. Construction/Excavation/Fill - ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Cubic Yards Cubic Yards ❑ .. Permanent Water Meter Size ❑ .. Temporary Water Meter Size ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension ❑ .. Water Main Extension 0... Right -Of -Way Use - Profit for less than 72 hours 0... Right -Of -Way Use - Potential disturbance Right -of -Way ❑ Non Right -of -Way [J 0... Work In Flood Zone 0... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut 0... Pavement Cut 0... Looped Fire Line Fire Protection Irrigation Domestic Water " WO# " WO# " WO# Public ❑ Private ❑ Public ❑ Private ❑ ❑... Grease Interceptor 0... Channelization ❑...Trench Excavation 0... Utility Undergrounding ❑ .. Deduct Water Meter Size FINANCE INFORMATION — THIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line / 0 O number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUNDBILLING: Name: Day Telephone: Mailing Address: City State Zip 1-1:1Applications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh Page 2 of 3 EQUIPMENT AND FIXTURES — 0 INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 329Q fuel type: ❑ electric ,r ta gas X. furnace <100k btu appliance vent ventilation fan connected to single duct thermostat be wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: �,y� Value of plumbing/gas piping work $ 4) (/ ° v X bathtub (or bath/shower combo) bidet clothes washer ,X. dishwasher X floor drain x shower )C lavatory (bathroom sink) X sink water closet X water heater (gas) lawn sprinkler system gas piping outlets I PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: Signature: Print Name: 0641 le- Mailing Address: q 14 20 71 K' •& S.t..J IDate Application Accepted: Date: t 011'2/ 2.-, t( Day Telephone: 67%6) 7 --)g,24,-,-- City State Zip Date Application Expires: Staff Initials: X cLi H :\Applications\Forms-Applications On Line\2010 Applications \7 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh Page 3 of 3 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 7) //11) --To nab. L L. C If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. PERMIT # 3 31 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 3 o Water /Sewer /Surface Water (coo Road/Parking /Access S1N9 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume .�O cubic yards Enter total fill volume t cubic yards $250 (1) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001- 200,000 $269.75 for ls` 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for ls' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 1 '! BULLETIN A2 W TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. ovel 09.25.02 evTsed 01.01 t ) 2 • • n City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7340600661 Address: 12608 40 AV S TUKW Suite No: Applicant: LE RESIDENCE RECEIPT Permit Number: D11 -334 Status: APPROVED Applied Date: 10/12/2011 Issue Date: Receipt No.: R12 -03031 Initials: User ID: Payee: WER 1655 Payment Amount: $6,239.78 Payment Date: 11/02/2012 01:13 PM Balance: $0.00 TIEN LE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1001 6,239.78 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 90830402.5000.5304.XXXXX 90330109.5000.5301.XXXXX 000.345.830 000.342.400 000.342.400 640.237.114 104.367.120 Total: $6,239.78 977.16 922.00 1,426.00 1,814.74 23.50 58.00 4.50 1,013.88 rinrc Rpraint -nR Printprl• 11- n9 -701� • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7340600661 Address: 12610 40 AV S TUKW Suite No: Applicant: DINH THONG LLC RECEIPT Permit Number: D11 -334 Status: PENDING Applied Date: 10/12/2011 Issue Date: Receipt No.: R11 -02234 Initials: User ID: Payee: LAW 1685 Payment Amount: $2,122.74 Payment Date: 10/12/2011 02:08 PM Balance: $2,854.40 TIEN LE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 095 2,122.74 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 000.322.100 000.345.830 Total: $2,122.74 1,814.74 250.00 58.00 doc: Receiot -06 Printed: 10 -12 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D11-334( Proje t: Q 1 Q_ r\e a. A (J, Type of pInspection: ! ` s A &-i . ID- /.i& Address: •CI, 12 co v X -I n .� ve. Date ailed: N At---S Special Instructions: 7 Date Wanted: rri. .4 Requester: P*O Flo.'' &S 3 _ 2� LAApproved per applicable codes. Corrections required prior to approval. COMMENTS: O P J i-1 /A fr p(eXe r Inspectaor: Date: 14 I 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: C)_.' R-e S -e-. c k— 6A S F.' Ai 4-L. Address: Date Called: i / 2�0o8 4a AvP &r L F.A A -) Me - t- �-mA-.° Special Instructions: Date Wanted: / �_ 1(_ !— /41 p.m. Requester: Phone No: JApproved per applicable codes. Corrections required prior to approval. COMMENTS: /i km, il k J\%`r"i _n0 p (31,v_(j ;.S7 t ed(P CHAS )R_A -/11 MU M-U e. C. A . vAi M s)(\ 6 � .Se 5 m 0 e e`r e r .sra f k a-00 P ( ( f) o o's 3 /U eD FiE ` `D0tiJA kItkA(f- p__UAW 1-). (c AS - 4SI"j"_ q 1 JApproved per applicable codes. Corrections required prior to approval. COMMENTS: /i km, il k J\%`r"i _n0 p (31,v_(j ;.S7 t ed(P CHAS )R_A -/11 MU M-U e. C. A . vAi M s)(\ 6 � .Se 5 m 0 e e`r e r .sra f k a-00 P ( ( f) o o's 3 /U eD FiE ` `D0tiJA kItkA(f- p__UAW 1-). (c AS - 4SI"j"_ q 1 ,Y REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 pfl -331 Project: n� � Lc �( � � � Type of Inspection: (�� j 11il/AL.. , P�% I Date Cal ed: Address: p / Q (1 rs AI �! ,10 ! gJ 1i_ Special Instructions: / / Date Wanted: '/� IC � C *. �� p.m. Requester: i) 6 No: om ` 45 2..„3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Inspect Date: 0 n REINSPEC ON FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l:.s ,�r.� -- �. -, .r_� -_. a.. ; _ ,,ter. �. � _ -_ t_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 DI ( -331 Project: L- Re-5,Ae.Ac —e Type of Inspection: PL s. c, dvAL - Address: i� 12(04.03 40 AJe Date Cal ed: i •)pfd `n) J;s ii lAms� °& Special Instructions: • . 7, Date Wanted: ` f _ m p.m. Requester: 8 S . (4...A7-€7.) Phone No: o _ .y Approved per applicable codes. orrections required prior to approval. COMMENTS: a "er-r) MM eI 4ft _ST'nr ICS. i •)pfd `n) J;s ii lAms� °& (2) s � ! 1 PI > a 1,0 --{ e_� / �� _ CO - rJ 8 S . (4...A7-€7.) _yr4--e 0 1-1-( Ip _Tri\spP(T'an ( f[ 5- A_ v f ,l ibie j ., Sio -r- v' .4),J; s e rup ' -,J pf to f J Date: —016.q4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tZ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 -c)11-33y Pr4ject: ;� Le i'< .,c Type �f Ions� p i i 11n/S (tSti Address: dress: , 2, Cc, u U� �� v Date Called: _ — 11- \ p'sz i . Special Instructions: Date Wanted: I I 1/ f �p Requester: Phne li3e. Q `1sz S .Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'CZ of CD�n 1 r , : i �., - � ts_. �`k — >> I fc \/( c (....2. C l!._)(:).Ta i \.2.,-.-->'“( _ — 11- \ p'sz i / -\_ nsiYetto-r: �wre c j<71 NSPECTION NSPECTION FEE REQ !RED. Prior to2ext inspection. fee must be d at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD � � � ' 3 Retain a copy with permit INS'ECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION cA 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L Project: . 9. <. Qenc( Typ of Inspection: K.0064-I -) P1Ji Address: -t. / 74' O 40 ,.Au, Date Called: Special Instru ions I (' 5,� `) f ` • f c� r�} Jie;- Date Wanted 1/ �— 1/ - /4 '� pm. Requester: jhone No: .-0 L — ' 31 — -�2 Approved per applicable codes. tl Corrections required prior to approval. COMMENTS: Inspe"t� or: / , l REINSPECTION FEE REQUIRED ° rior to next inspection, fee must be paid at 6300 Southcenter Biv• Suite 100. Call to schedule reinspection. i #11 INISPECTION RECORD bi f,33 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 1 +� C(_.S, aC r1Ce ,' f I Type o spectio Add rp ( 2 v q //t1 Date Ca led: Date Wanted: '7- �. 'I/- C�m� p.m. Special Ins ructions: Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 'DK Ins Date., 12- I � nREINSPECTION FEE R Q BRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blv.„Suite 100. Call to schedule reinspection. L INSPECTION NO. INSPECTION RECORD ,b((- / 3 3/ t ` Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 6Jn`/ !\ ^ (� /`' Typ -of Inspection: UV ri‘ (( 1-jr. Address( v i� n , f Date Called: Special Instructions: / Date Wanted 7 ate. �� p.m. . Requester: J heo)neNo: s-3 _ 4 5z,.. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect t � U / V/ --1 Date :7 _ 17 _ n REINSPECTION FEE REQUIRED. PJt'o to next inspection, fee must be paid at 6300 Southcenter Blvd.. ,rfite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit f/-331 I NSP CTION O. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje}tt: e n @ `; `1,r r QvM— 0\n 1 S-1-00 `-7 . tiri Irir .oL71-7/1 Type of j s ction rixm, 467 Address: / / 1. 0' 41 / I•` -41/e•„- Date Called: Special Instructions: ? +`� 1 1T, M 5 .51- o( n a Tv `""-- Date Wanted: 7 /4 aa..m„. Requester: onf 7tl to No: �s — 43-2-z: Approved per applicable codes. orrections required prior to approval. COMMENTS: ."-. r .:.r` @ `; `1,r r QvM— 0\n 1 S-1-00 `-7 . tiri Irir .oL71-7/1 a mrrA - ( CA AA , Wik5;e1(e, �.51 Al Son STY V ouJJ"\ T STD r\ h N eeA i-Ea- ›.0.0' qr.„1-4-Ai r t t Mk9 {'I }(rU. T-6. rkr a1 A 4' v?,(7-7 CA 1 iv 1 1T, M 5 .51- o( n a Tv Lrd u, k of 1 �A -1 re �vds — i\Les(i S I A i, I r o J1 fat ses f r kcKA ;fir _5kre i �c k - Thee &r e A1 ())/\J -e r\ M--; ( to inspect-Or: Date J. ( - / 4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. 11 to schedule reinspection. t)fc i) :A5�l4-� mow ;1l e_ A eke (4 -S PCT. INSPECTION RECORD Retain a copy with permit ( 1 - 33 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project ie {) , A !- Typ of Inspection: \ AZ-. / tr /\ Mir. Address: 1 114 of 4 A €€ Date Called: i 6 r 0A V �i)r(� ,� Special Instru ions: O co ` /Q7 0 Co, 3J 4 .- ... Date Wanted: �m • p.m. _ 1,4 Requester: Phone No: ,-.' ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: C_oM \i`te Srire_ Bic) (A) A�1 ( /'k,Arar���5�"0.irc� -r�- PT t� e % r P 61 0 LkT n C/iJGi � p��r1�` )C o�'�ieT 4 .? `C�P�P ; ) (�e.A�2r _n �C, ',,,1� { Kn () / fr e 12_1-96E- \f €.i`Y', )ti'°i / ©/1 C-0■bd Sr%OA A:T ff4J& gra(P,c @ cp 1P M ucrnl?T P(P&& It 5(00 Cs 3 urro orNA MJS[ kr (ie bi kc_KdA e ci To u e.td i b . A U `re.. S b ti ,c- -, /jc \ ; ..� _. o NIy Pr{ 1 c4 or 1)vef e ke.r.S f (u) . 'PAS -d 6� _(TO Q J tQ \All.e-ln 6u4 /I REINSPECTION FEE REQUIRED. prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. Inspe or: Date: r INSPECTION 0. INSPECTION RECORD Retain a copy with permit J11 -334 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: f Lk; J`✓SJ Type Inspection; r A i 1 U(01.4 1; &A,S Aa �e o u' / -4 4 -A ' Date ailed:_ CoA5 ..1--n; -eft 0 0 Q T4 Special Instructions: T z_� «S ` M > o i14 f — / An e c.,& 14_ Uo--t. ,t/ Date Wanted• --7 n/� l a vi J V -- p.m- Requester: Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: -Tit -(•• Rod61-trA/ < G A_s o[ :--1 (a A s c -e.r�" An e c.,& 14_ Uo--t. ,t/ Dk 7 v(+r As - 0 kc: n', pe /5 , ,---- . A Inspe� tor: 1 a /V Date 3 0 �' n REINSPECTION FEE REQUIRED. i for to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4c0 INSPECTION RECORD Retain a copy with permit )1 K - 73.1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: LE ,' e.s, ^ ,. cf�, _ ! Type f Inspection: R0J 11 Ai P((J »i3, Address: ri 12 (008 40 i)U ,f Date Called: ._-... Special Instructions: I Date Wanted: / / q %GI q a.m. p.m. Requester: i°OL cy � 3 4535. Approved per applicable codes. Corrections required prior to approval. COMMENTS: (-) (, -(-5T DA -9 V -5upt I --itt Km :co nreSSurf. f -e_ citu g- orKS•i5 Dvte& yop prsi' Inspector: • ,AAA Date )4 n REINSPECTION FEE REQUIRED. 'Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •_ •.l �- -t W s. t■• w_.•.....r • _a, - _. �. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prpje t: RCS TywoetTiPeC eAi Ili dJ Address: 260 6 14 6 A O S i u Date Called: Special Instructions: Date�WVanted:t 3 "'.' 1 1 a,---. p.m. Requester: Phone No: 1:53 Approved per applicable codes. ] Corrections required prior to approval. COMMENTS: sec • r: D te: 1 AJtA. —, i ("3---1 5- If REt ,ai SPECTION FEE REtttIRED. Prior to next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit— INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: LQ, RP5 �Qn c e Typepf Inspection5i,-.c.., . - ' t`� - �'- • .... _ 12 __ Addr ss:, 11 Date Called: Special Instructions: Date Wanted;/ �] q 7— --/ 9 p.m. Requester: Phone No: Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: C(1t/P Inspectolt 1 r r J4 AA`AA Date _ 12 __ I LI REINSPECTION FEE tEQUIREO. Prio'to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit 11)4-3341 INSPECTION N0. PERMIT NO. Ar CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: �v7 Type of InsTp�e}c/-ttion: (G Address: L J 9 0 A' r- Y`1 V Date Called: Special Instructions: 7 Date Wante O ( / �• p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: . (.. r7\l p ( f Ins pectot Date �] 14 'r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN PECTION N0. PERMIT N0o VV) CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D11-3511 Project: Li X25 ' l ;n A ;ckT4-S rv��,. 3) S;11 l�1F Type of Inspection: u r' °AR Address .4 6 6 'to - o " c) A'at ti of fV,� -e..LR'0 Date Called: Date S 4- s ell-- B eJ\ A tTv O' Special Instructions: Wanted• q P.m. Requester: *IVY1 -k ; NQi re-re f033 Phone No: z DApproved per applicable codes. t� Corrections required prior to approval. COMMENTS: C 4...1.\14c.. k.,. N Q a 0 n{ S k 'e-omvo ' l ;n A ;ckT4-S rv��,. 3) S;11 l�1F vnD - 1‘3I-73 5 httkr k:`' - o " c) A'at ti of fV,� -e..LR'0 t• vvba R u ,5> -V5 13Qt. S 4- s ell-- B eJ\ A tTv O' (;1N 1%11 C,c4.4\rail\c,:e- q. c. A r; c t.. c� \! •,c'e i i - -s s (1\k -k" 6\; ec *IVY1 -k ; NQi re-re f033 Inspector: Q c, lg", ` , w Date: 9-1- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _-ar,.en._...- .e.•i: 1� • INSPECTION RECORD Retain a copy with permit D11-331 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Le 2es: Cg--- Type of Inspection: Pr e - i AS ( _ Address: Is, / 2Q a 4440 A-voa- Date Called: Special Instructions: / sole_ -, 20(0,242-��e�°5Requester:fir/ 2_06-- 1 1 - 14 tl Date Wanted:` r 1 r I /��„ P.�r�. Phone No: - � Z0� � rF �S pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 4f e .07-A7 0/0 1'. t AbFf f e zt ) 1&39 i1If Inspttor: Date — (� • n REINSPECTION FEE RE QUI 9-P'rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. y INSPECTION NO. INSPECTION RECORD Retain a copy with permit -3314 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: , 1 I »A"- Lc- of Inspection: r 0 O'i" 1 Iv e.... Address: l2(v06 y0 AO 5 Date Called: Special Instructions: >(.4,, Vs Date Wanted: 10 a.m. Requester: Phone No: ISAppmved per applicable codes. El Corrections required prior to approval. COMMENTS: Dat`0 I�lII� SPECTION FEE REQUIRED. Pridr to next inspection. fee must be al at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION •RECORD Retaiin a copy with pe knit INSPECTION NUMBER �•� _'\ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206 - 575 -4407 Project: S-re . -72i4 sl.“- Type of Inspection: 5e --- „`.( - Address: Suite #: 12-k010 ili I 4'e. 5. Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes.. - Corrections required prior to approval. COMMENTS: Ail 4.1 �r4rt A7,4.44../ e Z Z 50.6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / //*/ y Hrs.: 1, 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn:. 1 Company Name: Address: City: '4- 1 State: I _Zip: Word /Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 72/)-- 33• -' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Y AJ s Res 4 €i7c e Type of Inspection: S -- Address: Suite #: /z6/6. '/ i0 ' aye C Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7z.. �� Date: 7fz/ y Hrs.: /. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. * Billing Address Attn: Company Name: Address: City: State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • BERNHOFT & ASSOCIATES +i= Broadv.y3v i, t i [ C 2.01 Pi`, Fax (7 53) 6.27- May 19, 2014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 LE - Stm- 6teveas Single Family Dwelling • 12644 40th Avenue South Tukwila, Washington Framing Corrections RE: / :,B To Whom It May Concern: eriv0LA MAY 21 1014 °ERN T can I am writing this letter in response to a recent framing inspection of the above addressed site. The Building Inspector raised two concerns that needed to be addressed by the engineer of record, Bruce S. MacVeigh, P.E., before approval of the floor framing. The issues were as follows: 1. The drawing Detail 3 on Sheet 7 calls for 3/4" gusset plates on both sides of the post to beam connection. Contractor installed one 2" x 4" x 16" instead. 2. The Shearwall Gridline C, at the front entry area has a shear value exceeding 350 pound per lineal foot, which normally requires a 3" x 6" or (2) 2" x 6" bottom plate and sill plate. These concerns where discussed with the engineer of record, Bruce S. MacVeigh, P.E.. He has made the following observations and comments: 1. The use of the 2" x 4" is acceptable in lieu of the plywood, but would ask for an additional 2" x 4" be placed on the opposite side of the post to beam connection. 2. The use of the 2" x 6" mudsill will be acceptable in this particular application. The sill plate is usually ignored for overturning because the hold -down straps prevent p //- 334 San Stevens Framing Corrections page 2. the panel from moving. 3. The 3" x 6" bottom plate is typically used because of the need for plywood edge nailing of two rows of nails. The plywood is installed where the edge is centered on the bottom plate when wall constructed on the ground. When the wall is erected the filler panel connecting the wall to the floor framing is added. This creates the need for the two rows of shear panel nailing and the 3" x 6" bottom plate or (2) 2" x 6 ". 4. The connection of the floor diaphragm to the mudsill doesn't require any double rows of nailing at the plywood edge. Conclusions: 1. Add 2" x 4" x 16" to opposite side of post to be beam connection. 2. It will be required to have the plywood panel extend down to the mudsill on the Gridline "C" with no horizontal break. The 3" on- center nailing using 8d nails to be applied at the mudsill and the bottom plate of the shear -panel wall. 3. No 3" x 6" mudsill to be required at Gridline "C ". If you have any further questions, please feel free to at (253) 274 -0244. pi icerely, G Leonard S. Bemhoft Bruce S. MacVeigh, P.E. EXPIRES: 4/24/7$ I l '1W i9¢ 2! /9'M Y 1/5:1 T t Structural Calculations: Gravity & Lateral Load Design for Single Family Dwelling r !LE COPY � Plc). Tim Le Seattle, Washington 98106 206.778.2655 Owner: Site Address: 12610 40th Avenue South Tukwila, Washington 98168 Designers: Bernhoft & Associates 702 Broadway, Suite 201 Tacoma, Washington 98402 253- 274 -0244 Engineer: Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washington 98168 206.242.7665 Job # 2011- Tim -Le REVIEWED FOR CODE COMPLIANCE APPR" PE.D NOV 15 2011 City of Tukwila BUILDING DIV',SION cnyoFi� orr 1 LA CENTER `EXPIRES: 4/24// 3 1 C/ All information for construction is detailed on the prints. This engineering report summarizes the engineering calculations and assumptions made to develop the print information. Contractor must review engineering assumptions for validity. Engineering assumptions are listed below. If these conditions are not present at the site these calculations are void. Bruce S. MacVeigh, P.E. must be contacted immediately at 206.242.7665 INTRODUCTION: This engineering report summarizes the results of the lateral and gravity load engineering services for the proposed structure. SCOPE OF WORK: The Scope of Work is to provide engineering analysis and design to resist lateral and gravity loads in accordance with the 2009 IBC . Our services extend from the mudsill up to the roof. Foundations are engineered to support the structure on a flat surface with a minimum 1500 psf soil bearing. Special foundations for lots not level or with poor soil bearing are not provided unless noted otherwise. The enclosed documents are to be used in conjunction with the house plans referenced on the cover. It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. CODE CRITERIA: Building Codes Seismic Zone Period T (sec) Response Mod Factor Soil Profile 2009 IBC Code D1 0.175 6.5 D Seismic Source Type D Spectral Response Acceleration Sl: 0.480 g, Ss: 1.400 g Reliability Factor Rho Wind Zone Kzt Factor SOILS CRITERIA Soils Consultant Soils Report # Bearing Pressure Req'd Bearing Depth MATERIALS CRITERIA 1.0 85 mph, 3 second gust, Exposure B 1.00 None None 1500 psf uno 12" Frost Level Concrete (28 day strength) Foundations and Slab Fc= 2500psi Structural Slab Fc= 2500psi Walls Fc= 2500psi Reinforcing Steel PLYWOOD APA RATED ASTM A -615 Grade 60 Roof: 1/2" cdx or 7/16" osb PI = 24/0 Floor: 3/4" T &G cdx or osb PI = 48/24 LOADING CRITERIA FOR ROOF AND /OR CEILING ITEM MATERIAL LOAD PSF Roofing Asphalt Shingles 3.0 Sheathing or Decking 7/16 CDX 1.5 Insulation R38 3.0 Framing Truss 2.1 Ceiling 5/8 GWB 2.8 Miscellaneous 2.0 Total dead load 12.4 psf LIVE LOADS: Snow — 25 PSF (Non reducible) Ceiling Only —10 PSF Increase in Fb and Fv of 15% allowed for duration of load when noted. LOADING CRITERIA FOR FLOOR: ITEM MATERIAL LOAD PSF Floor Covering Carpet and Pad 3.0 Floor Sheathing 1/4" T &G CDX 2.3 Ceiling 1h" GWB 2.2 Fixtures — Mech. Electrical Point loads 1.02 Framing, Joists Beams TJI or BCI 2.48 1.0 TOTAL DEAD LOAD FLOOR =12 PSF FLOOR LIVE LOADS: Residential — 40 psf Decks .Balconies - 40 psf WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 2011 -tim le PROJECT INFORMATION WoodWorks® Shearwalls 8.11 Project Information Company Project Single Family Dwelling Tim Le 12610 40th Avenue South Tukwila, Washington 98168 Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washinbgton 98168 206.242.7665 May. 10, 2011 09:43:42 IBC Occupancy Category II - All others Design Code Wind Standard Seismic Standard IBC 2006 ASCE 7 -05 All heights ASCE 7 -05 Wind Capacity Increase Shear C&C Panels 1.40 1.60 Load Combinations 0.70 Seismic + 0.60 Dead 1.00 Wind + 1.00 Dead Building Code Capacity Reduction Wind Seismic 1.00 1.00 Duration Factor 1.60 Nail Withdrawal Modification Temperature Moisture Content Range Fabrication Service T< =100F >19% >19% Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 4.00 0.00 Wind 3.5 Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Seismic Wind Seismic Blocked Unblocked 3.5 - - - 2.0 1.5 Spectral Response Acceleration S1:0.480g Ss:1.400g Shearwall Relative Rigidity: Designed capacity using flexible distribution Fundamental Period E -W T Used 0.1.75s Approximate Ta 0.175s Maximum T 0.210s N-S 0.175s 0.175s 0.210s Hold -down Forces: Based on applied shearline force Response Factor 6.50 Seismic Materials: Ignore non -wood contribution Fa: 1.00 Fv: 1.52 Case 2 rigid diaphragm Toad distribution: 75% loads, torsional moment IBC Occupancy Category II - All others ASCE 7 Equivalent Category II - All others Wind ASCE 7 -05 General analytic method for all bldgs Seismic ASCE 7 -05 Equivalent lateral force procedure Design Wind Speed 85mph Exposure Exposure B Enclosure Partly Enclosed Structure Type Regular Design Category D Site Class D Topographic Information [ft] Shape Height - - Site Location: - Length - Spectral Response Acceleration S1:0.480g Ss:1.400g Fundamental Period E -W T Used 0.1.75s Approximate Ta 0.175s Maximum T 0.210s N-S 0.175s 0.175s 0.210s - - Response Factor 6.50 6.50 Fa: 1.00 Fv: 1.52 1 WoodWorks® Shearwalls Structural Data STORY INFORMATION BLOCK and ROOF INFORMATION 2011- tim_Ie May. 10, 2011 09:43:42 Story Elev [ft] Floor /Ceiling Depth [in] Wall Height [ft] Ceiling 18.00 0.0 Block Level2 10.00 12.0 8.00 Level 'I 0.00 0.0 9.00 Foundation 0.00 Joined 90.0 BLOCK and ROOF INFORMATION 2011- tim_Ie May. 10, 2011 09:43:42 2 Block Dimensions [ft] Face T • - Roof Panels Slo • - Overhan • ft Block 1 Story N -S Ridge Location X,Y = 0.00 0.00 North Joined 90.0 1.00 Extent X,Y = 22.00 4.00 South Gable 90.0 1.00 Ridge X Location, Offset 11.00 0.00 East Side 30.0 1.00 Ridge Elevation, Height 16.35 6.35 West Side 30.0 1.00 Block 2 2 Story E -W Ridge Location X,Y = 0.00 4.00 North - Side 30.0 1.00 ExtentX,Y= 40.00 35.00 South Side 30.0. 1.00 Ridge Y Location, Offset 21.50 0.00 East Gable 90.0 1.00 Ridge Elevation, Height 28.10 10.10 West Gable 90.0 1.00 2 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 Wall Grp Surf Sheathing [in] Material Thick Orient Fasteners Size Type Spcg [in] Edg FId Blk • Framing Members [in] S. : cies G S • Apply Notes 1 Ext Struct Shthg 7/16 Horz 8d Nail 4 12 yes D.Fir -L 0.50 16 2,3 2 Ext Struct Shthg 7/16 Horz 8d Nail 6 12 yes D.Fir -L 0.50 16 3 3 Ext Struct Shthg 7/16 Horz 8d Nail 3 12 yes D.Fir -L 0.50 16 2,3 4 1 Gyp WB 1 -ply 1/2 Horz 5d Nail 7 7 yes D.Fir -L 0.50 16 2 Gyp WB 1 -ply 5/8 Horz 6d Nail 7 7 yes D.Fir -L 0.50 16 Legend: Grp - Wall Design Group; Sun` - Exterior or interior surface of exterior wall; Spcg - Edge or field nail spacing; Blkg - Blocked; G - Specific gravity. Spc - Wall stud spacing Notes: 2. Framing at adjoining panel edges must be 3" nominal or wider with staggered nailing. 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. 3 L WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 SHEARLINE. WALL and OPENING DIMENSIONS North -south Shearlines Type Wall Group(s) Location X[ft] Extent [ft] Start End Length [ft] FHS [ft] Height [ft] Line 1 Level 2 Line 1, Level 2 Seg 2 0.00 4.00 39.00 35.00 35.00 8.00 Wall 1 -1 Seg 2 0.00 4.00 39.00 35.00 35.00 - Level 1 Line 1, Level 1 Seg 2 0.00 0.00 39.00 39.00 36.00 9.00 Wall 1 -1 Seg 2 0.00 0.00 39.00 39.00 36.00 - Opening 1 - - 30.00 33.00 3.00 - 5.00 Line 2 Level 2 Line 2, Level 2 NSW 11.25 4.00 7.00 3.00 0.00 8.00 Wall 2 -1 NSW 11.25 4.00 7.00 3.00 3.00 - Line 3 Level 2 Line 3, Level 2 Seg 2 22.00 7.00 39.00 32.00 10.50 8.00 Wall 3 -1 Seg 2 22.00 7.00 8.00 1.00 0.00 - Wall 3 -2 Seg 2 22.00 8.00 18.50 10.50 10.50 - Level 1 Line 3, Level 1 Seg 2 22.00 0.00 39.00 39.00 21.25 9.00 Wall 3 -1 Seg 2 22.00 0.00 7.00 7.00 7.00 - Wall 3 -2 Seg 2 22.00 7.00 21.25 14.25 14.25 - Line 4 Level 2 Line 4, Level 2 Seg 2 40.00 8.00 39.00 31.00 31.00 8.00 Wall 4 -1 Seg 2 40.00 8.00 39.00 31.00 31.00 - Level 1 Line 4, Level 1 Seg 2 40.00 7.00 39.00 32.00 29.25 9.00 Wall 4 -1 Seg 2 40.00 7.00 39.00 32.00 29.25 - Opening 1 - - 7.75 9.75 2.00 - 5.00 East -west Type Wall Location Extent [ft] Length FHS Height Shearlines Group(s) Y [ft] Start End [ft] [ft] [ft] Line A Level 1 Line A, Level 1 Seg 1 0.00 0.00 22.00 22.00 6.00 9.00 Wall A -1 Seg 1 0.00 0.00 22.00 22.00 6.00 - Opening 1 - - 3.00 19.00 16.00 - 7.00 Line B Level 2 Line B, Level 2 Seg 2 4.00 0.00 11.25 11.25 6.25 8.00 Wall B -1 Seg 2 4.00 0.00 11.25 11.25 6.25 - Opening 1 - - 3.17 8.17 5.00 - 4.00 Line C Level 2 Line C, Level 2 Seg 2 7.00 0.00 22.00 22.00 5.75 8.00 Wall C -1 Seg 2 7.00 11.25 22.00 10.75 5.75 - Opening 1 - •- 14.25 19.25 5.00 - 4.00 Level 1 Line C, Level 1 Seg 3 7.00 0.00 40.00 40.00 5.50 9.00 Wall C -1 Seg 3 7.00 22.00 40.00 18.00 5.50 - Opening 1 - - 24.00 27.00 3.00 - 6.75 Opening 2 - - 32.50 39.50 7.00 - 5.00 Line D Level 2 Line D, Level 2 Seg 2 8.00 0.00 40.00 40.00 18.00 8.00 Wall D -1 Seg 2 8.00 22.00 40.00 18.00 18.00 - Line E Level 1 Line E, Level 1 Seg 4 21.25 0.00 40.00 40.00 22.00 9.00 Wall E -1 Seg 4 21.25 0.00 22.00 22.00 22.00 - Line F Level 2 Line F, Level 2 Seg 2 39.00 0.00 40.00 40.00 29.00 8.00 Wall F -1 Seg 2 39.00 0.00 40.00 40.00 29.00 - Opening 1 - - 4.00 10.00 6.00 - 4.00 Opening 2 - - 32.00 37.00 5.00 - 4.00 Level 1 Line F, Level 1 Seg 2 39.00 0.00 40.00 40.00 15.00 9.00 Wall F -1 Seq 2 39.00 0.00 40.00 40.00 15.00 - 4 WoodWorks® Shearwalis 2011- tim_Ie May. 10, 2011 09:43:42 SHEARLINE, WALL and OPENING DIMENSIONS (continued) Opening 1 Opening 2 Opening 3 Opening 4 2.75 13.83 22.25 31.50 11.25 16.83 27.25 37.50 8.50 3.00 5.00 6.00 4.00 6.75 3.50 5.00 Legend: Type - Seg = segmented, prf = perforated, NSW = non- shearwall; Location - dimension perp. to wall; FHS - length of full- height sheathing; Wall Group(s) - refer to Materials by Wall Group table, refer to Shear Results tables for each design case if more than one group 5 WoodWorks® Shearwalls Loads WIND SHEAR LOADS (overlapping loads combined 2011- tim_Ie May. 10, 2011 09:43:42 Level2 Block F Element Load Case Wnd Dir Surf Dir Prof Location [ft] Start End Magnitude [Ibs,plf,psf] Start End Trib Ht [ft] Block 2 W 2 W - >E Wind Line 4.00 21.50 18.9 70.4 Block 2 W 1 W - >E Wind Line 4.00 21.50 25.3 93.9 Block 2 W 2 W ->E Wind Line 21.50 39.00 70.4 18.9 Block 2 W 1 W - >E Wind Line 21.50 39.00 93.9 25.3 Block 2 E 1 W - >E Lee Line 4.00 7.00 0.0 7.1 Block 2 E 2 W - >E Lee Line 4.00 7.00 0.0 5.3 Block 2 E 2 W - >E Lee Line 7.00 8.00 17.6 19.4 Block 2 E 1 W ->E Lee Line 7.00 8.00 23.5 25.8 Block 2 E 1 W ->E Lee Line 8.00 21.50 25.8 57.7 Block 2 E 2 W ->E Lee Line 8.00 21.50 19.4 43.3 Block 2 E 2 W ->E Lee Line 21.50 39.00 43.3 12.3 Block 2 E 1 W - >E Lee Line 21.50 39.00 57.7 16.4 Block 2 W 2 E - >W Lee Line 4.00 21.50 12.3 43.3 Block 2 W 1 . E - >W Lee Line 4.00 21.50 16.4 57.7 Block 2 W 2 E - >W Lee Line 21.50 39.00 43.3 12.3 Block 2 W 1 E - >W Lee Line 21.50 39.00 57.7 16.4 Block 2 E 2 E - >W Wind Line 4.00 7.00 0.0 8.8 Block 2 E 1 E ->W Wind Line 4.00 7.00 0.0 11.8 Block 2 E 2 E - >W Wind Line 7.00 8.00 27.8 30.7 Block 2 E 1 E ->W Wind Line 7.00 8.00 37.0 40.9 Block 2 E 1 E ->W Wind Line 8.00 21.50 40.9 93.9 Block 2 E 2 E - >W Wind Line 8.00 21.50 30.7 70.4 Block 2 E 2 E - >W Wind Line 21.50 39.00 70.4 18.9 Block 2 E 1 E - >W Wind Line 21.50 39.00 93.9 25.3 Block 2 S 1 S - >N Wind Line -1.00 22.00 53.4 Block 2 S 2 S - >N Wind Line -1.00 22.00 13.9 Block 2 S 1 S - >N Wind Line 22.00 40.00 73.4 Block 2 S 2 S - >N Wind Line 22.00 40.00 32.9 Block 2 S 1 S - >N Wind Line 40.00 41.00 53.4 Block 2 S 2 S ->N Wind Line 40.00 41.00 13.9 Block 2 N 1 S ->N Lee Line -1.00 0.00 53.4 Block 2 N 2 S - >N Lee Line -1.00 0.00 41.7 Block 2 N 1 S - >N Lee Line 0.00 40.00 73.4 Block 2 N 2 S - >N Lee Line 0.00 40.00 54.8 Block 2 N 1 S - >N Lee Line 40.00 41.00 53.4 Block 2 N 2 S ->N Lee Line 40.00 41.00 41.7 Block 2 S 2 N ->S Lee Line -1.00 22.00 41.7 Block 2 S 1 N - >S Lee Line -1.00 22.00 53.4 Block 2 S 2 N ->S Lee Line 22.00 40.00 54.8 Block 2 S 1 N ->S Lee Line 22.00 40.00 73.4 Block 2 S 1 N - >S Lee Line 40.00 41.00 53.4 Block 2 S 2 N ->S Lee Line 40.00 41.00 41.7 Block 2 N 1 N - >S Wind Line -1.00 0.00 53.4 Block 2 N 2 N - >S Wind Line -1.00 0.00 13.9 Block 2 N 2 N ->S Wind Line 0.00 40.00 32.9 Block 2 N 1 N ->S Wind Line 0.00 40.00 73.4 Block 2 N 1 N ->S Wind Line 40.00 41.00 53.4 Block 2 N 2 N ->S Wind Line 40.00 41.00 13.9 Level 1 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,pst] Ht Case Dir Dir Start End Start End [ft] Accum. W 1 W ->E Wind Line 4.00 39.00 58.4 Accum. W 2 W - >E Wind Line 4.00 39.00 43.8 Accum. E 2 W ->E Lee Line 7.00 8.00 29.2 Accum. E 1 W - >E Lee Line 7.00 8.00 38.9 Accum. W 1 E - >W Lee Line 4.00 39.00 38.9 Accum. W 2 E ->W Lee Line 4.00 39.00 29.2 Accum. E 1 E - >W Wind Line 7.00 8.00 58.4 Accum. E 2 E - >W Wind Line 7.00 8.00 43.8 Accum. S 1 S - >N Wind Line 22.00 40.00 47.5 Accum. S 2 S - >N Wind Line 22.00 40.00 43.8 Accum. S 2 N - >S Lee Line 22.00 40.00 30.9 Accum. S 1 N - >S Lee Line 22.00 40.00 47.5 Block 1 W 1 W - >E Wind Line -1.00 0.00 34.6 Block 1 W 2 W - >E Wind Line - -1.00 0.00 8.0 Block 1 E 2 W - >E Lee Line -1.00 0.00 23.9 6 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 WIND SHEAR LOADS (overlapping Toads combined) (continued) Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 E E E E E W W E E E E E E S S S S S S S S Block 2 W Block 2 W Block 2 W Block 2 W Block 2 E Block 2 E Block 2 W Block 2 W Block 2 E Block 2 E Block 2 E Block 2 E Block 2 N Block 2 N Block 2 N Block 2 N 1 W ->E Lee 1 W ->E Lee 2 W - >E Lee 2 W - >E Lee 1 W - >E Lee 1 E - >W Lee 2 E ->W Lee 2 E - >W Wind 1 E ->W Wind 1 E - >W Wind 2 E ->W Wind 1 E - >W Wind 2 E - >W Wind 1 S - >N Wind 2 S - >N Wind 1 S ->N Wind 2 S - >N Wind 2 N - >S Lee 1 N - >S Lee 2 N ->S Lee 1 N - >S Lee 2 W - >E Wind 1 W ->E Wind 1 W - >E Wind 1 W - >E Wind 2 W - >E Lee 1 W - >E Lee 2 E - >W Lee 1 E - >W Lee 1 E - >W Wind 1 E - >W Wind 2 E - >W Wind 1 E ->W Wind 2 S - >N Lee 1 S - >N Lee 1 N - >S Wind 2 N ->S Wind Line -1.00 0.00 Line 0.00 4.00 Line 0.00 4.00 Line 4.00 7.00 Line 4.00 7.00 Line -1.00 0.00 Line -1.00 0.00 Line -1.00 0.00 Line -1.00 0.00 Line 0.00 4.00 Line 0.00 4.00 Line 4.00 7.00 Line 4.00 7.00 Line 0.00 11.00 Line 0.00 11.00 Line 11.00 22.00 Line 11.00 22.00 Line 0.00 11.00 Line 0.00 11.00 Line 11.00 22.00 Line 11.00 22.00 34.6 62.1 30.3 6.3 27.5 34.6 23.9 8.0 34.6 62.1 33.3 27.5 25.3 27.5 25.3 59.3 54.6 15.8 27.5 34.1 59.3 Line 0.00 4.00 33.3 Line 0.00 4.00 68.4 Point 4.00 4.00 47 Point 8.00 8.00 1711 Line 8.00 39.00 29.2 Line 8.00 39.00 38.9 Line 0.00 4.00 40.8 Line 0.00 4.00 57.2 Point 4.00 4.00 34 Point 8.00 8.00 1711 Line 8.00 39.00 43.8 Line 8.00 39.00 58.4 Line 0.00 40.00 30.9 Line 0.00 40.00 47.5 Line 0.00 40.00 47.5 Line 0.00 40.00 43.8 59.3 54.6 27.5 25.3 34.1 59.3 15.8 27.5 Legend: Block - Block used in load generation, Accum. = loads from one block combined with another, Manual = user - entered loads (so no block); F - Building face (north, south, east or west); Element - building surface on which loads generated or entered; Load Case - ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T = Transverse, L = Longitudinal; Surf Dir - Windward or leeward side of the building; Prof - Profile (distribution); Location - start and end points on building element; Magnitude - Start = intensity of uniform and point loads or leftmost intensity of trapezoidal load, end = right intensity of trap load; Trib Ht - Tributary height of user - applied area loads only Notes: Loads on the North, East, South, West face(s) based on 10 psf minimum wind pressure as per ASCE 7 -05 Section 6.1.4.1. 7 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 WIND C &C LOADS Block Building Face Level Magnitude [psf] Interior End Zone Block 2 West 2 18.2 21.5 Block 2 East 2 18.2 21.5 Block 2 South 2 18.2 21.5 Block 2 North 2 18.2 21.5 Block 1 East 1 18.2 21.5 Block 1 South 1 18.2 21.5 Block 2 West 1 18.2 21.5 Block 2 West 1 18.2 21.5 Block 2 East 1 18.2 21.5 Block 2 East 1 18.2 21.5 Block 2 South 1 18.2 21.5 Block 2 South 1 18.2 21.5 Block 2 North 1 18.2 21.5 Block 2 North 1 18.2 21.5 DEAD LOADS (for hold -down calculations) Shear Line Level Profile Tributary Location [ft] Mag pbs,psf,psi] Width [ft] Start End Start End B 2 Area 18.50 0.00 11.25 13.0 C 2 Area 18.50 11.25 22.00 13.0 D 2 Area 18.50 22.00 40.00 13.0 F 2 Area 18.50 0.00 40.00 13.0 1 2 Area 2.00 4.00 39.00 13.0 4 2 Area 2.00 8.00 39.00 13.0 A 1 Area 2.00 0.00 22.00 13.0 B 1 Area 18.50 0.00 11.25 13.0 C 1 Area 18.50 11.25 22.00 13.0 C 1 Area 9.00 22.00 40.00 13.0 D 1 Area 18.50 22.00 40.00 13.0 F 1 Area 9.00 0.00 40.00 13.0 F 1 Area 18.50 0.00 40.00 13.0 1 1 Area 2.00 4.00 39.00 13.0 8 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 BUILDING MASSES Level 2 Force Building Dir Element Block Wall Line Profile Location [ft] Magnitude Trib. [Ibs,plf,psf] Width Start End Start End [ft] E -W Roof Block 2 1 E -W Roof Block 2 4 E -W R Gable Block 2 1 E -W L Gable Block 2 1 E -W L Gable Block 2 4 E -W R Gable Block 2 4 N -S Roof Block 2 B N -S Roof Block 2 F Both Wall 1 -1 n/a 1 Both Wall 2 -1 n/a 2 Both Wall 3 -1 n/a 3 Both Wall 4 -1 n/a 4 Both Wall B -1 n/a B Both Wall C -1 n/a C Both Wall D -1 n/a D Both Wall F -1 n/a F Line 3.00 40.00 273.0 273.0 Line 3.00 40.00 273.0 273.0 Line 4.00 21.50 101.0 0.0 Line 21.50 39.00 0.0 101.0 Line 4.00 21.50 101.0 0.0 Line 21.50 39.00 0.0 101.0 Line -1.00 41.00 240.5 240.5 Line -1.00 41.00 240.5 240.5 Line 4.00 39.00 40.0 40.0 Line 4.00 7.00 40.0 40.0 Line 7.00 8.00 40.0 40.0 Line 8.00 39.00 40.0 40.0 Line 0.00 11.25 40.0 40.0 Line 11.25 22.00 40.0 40.0 Line 22.00 40.00 40.0 40.0 Line 0.00 40.00 40.0 40.0 Level 1 Force Building Block Wall Dir Element Line Profile Magnitude Trib Location [ft] [Ibs,plf,psf] Width Start End Start End [ft] E -W Roof Block 1 1 E -W Roof Block 1 3 E -W Floor F1 n/a 1 Both Wall 1 -1 n/a 1 E -W Floor F2 n/a 1 Both Wall 2 -1 n/a 2 E -W Floor F1 n/a 3 Both Wall 3 -1 n/a 3 E -W Floor F2 n/a 4 Both Wall 4 -1 n/a 4 N -S Roof Block 1 A N -S Roof Block 1 B N -S L Gable Block 1 A N -S R Gable Block 1 A N -S Floor F1 n/a A Both Wall B -1 n/a B Both Wall C -1 n/a C N -S Floor F2 n/a C Both Wall D -1 n/a D N -S Floor F1 n/a F Both Wall F -1 n/a F N -S Floor F2 n/a F Both Wall 1 -1 n/a 1 Both Wall 3 -1 n/a 3 Both Wall 4 -1 n/a 4 Both Wall A -1 n/a A Both Wall C -1 n/a C Both Wall F -1 n/a F Line 0.00 5.00 156.0 156.0 Line 0.00 5.00 156.0 156.0 Line 0.00 7.00 132.0 132.0 Line 4.00 39.00 40.0 40.0 Line 7.00 39.00 240.0 240.0 Line 4.00 7.00 40.0" 40.0 Line 0.00 7.00 132.0 132.0 Line 7.00 8.00 40.0 40.0 Line 7.00 39.00 240.0 240.0 Line 8.00 39.00 40.0 40.0 Line -1.00 23.00 39.0 39.0 Line -1.00 23.00 26.0 26.0 Line 0.00 11.00 63.5 0.0 Line 11.00 22.00 0.0 63.5 Line 0.00 22.00 234.0 234.0 Line 0.00 11.25 40.0 40.0 Line 11.25 22.00 40.0 40.0 Line 22.00 40.00 192.0 192.0 Line 22.00 40.00 40.0 40.0 Line 0.00 22.00 234.0 234.0 Line 0.00 40.00 40.0 40.0 Line 22.00 40.00 192.0 192.0 Line 0.00 39.00 45.0 45.0 Line 0.00 7.00 45.0 45.0 Line 7.00 39.00 45.0 45.0 Line 0.00 22.00 45.0 45.0 Line 22.00 40.00 45.0 45.0 Line 0.00 40.00 45.0 45.0 Legend: Force Dir - Direction in which the mass is used for seismic load generation, E -W, N -S, or Both; Building element - Roof, gable end, wall or floor area used to generate mass, wall line for user - applied masses, Floor D# - refer to plan view for floor area number, Wall line - Shearline that equivalent 9 WoodWorks® Shearwalls 2011 -tim le May. 10, 2011 09:43:42 line load is assigned to; Location - Start and end points of equivalent line load on wall line; Trib Width. - Tributary width; for user applied area loads only 10 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 SEISMIC LOADS Level 2 Force Profile Location [ft] Mag [Ibs,plf,psf] Dir Start End Start End E -W Line 3.00 4.00 102.1 102.1 E -W Point 4.00 4.00 84 84 E -W Line 4.00 7.00 117.1 123.6 E -W Point 7.00 7.00 80 80 E -W Line 7.00 8.00 123.6 125.7 E -W Point 8.00 8.00 135 135 E -W Line 8.00 21.50 125.7 154.9 E -W Line 21.50 39.00 154.9 117.1 E -W Point 39.00 39.00 299 299 E -W Line 39.00 40.00 102.1 102.1 N -S Line -1.00 0.00 90.0 90.0 N -S Point 0.00 0.00 593 593 N -S Line 0.00 11.25 104.9 104.9 N -S Point 11.25 11.25 22 22 N -S Line 11.25 22.00 104.9 104.9 N -S Point 22.00 22.00 7 7 N -S Line 22.00 40.00 104.9 104.9 N -S Point 40.00 40.00 563 563 N -S Line 40.00 41.00 90.0 90.0 Level 1 Force Profile Location [ft] Mag [lbs,plf,psf] Dir Start End Start End E -W Point 0.00 0.00 175 175 E -W Line 0.00 4.00 69.2 69.2 E -W Point 4.00 4.00 365 365 E -W Point 4.00 4.00 47 . 47 E -W Line 4.00 5.00 77.5 77.5 E -W Line 5.00 7.00 45.1 45.1 E -W Point 7.00 7.00 129 129 E -W Line 7.00 8.00 67.5 67.5 E -W Point 8.00 8.00 2368 2368 E -W Point 8.00 8.00 75 75 E -W Line 8.00 39.00 67.5 67.5 E -W Point 39.00 39.00 353 353 N -S Line -1.00 0.00 6.8 6.8 N -S Point 0.00 0.00 328 328 N -S Line 0.00 11.00 73.1 79.7 N -S Line 11.00 11.25 79.7 79.5 N -S Point 11.25 11.25 12 12 N -S Line 11.25 22.00 79.5 73.1 N -S Point 22.00 22.00 37 37 N -S Line 22.00 23.00 64.3 64.3 N -S Line 23.00 40.00 57.6 57.6 N -S Point 40.00 40.00 278 278 Legend: Loads in table can be accumulation of loads from several building masses, so they do not correspond with a particular building element. Location - Start and end of load in direction perpendicular to seismic force direction Notes: All loads entered by the user or generated by program are specified (unfactored) loads.The program will apply a load factor of 0.70 and reliability/redundancy factor to seismic loads before distributing them to the shearlines. 11 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 Flexible Diaphragm Wind Design SHEAR RESULTS North -South Shearlines W Gp For Dir Ld. Case Shear Force [pit] V pbs] vmax V /FHS Int Allowable Shear [plf] Ext Co C Total V [Ibs] Crit Resp. Line 1 Level 2 Lnl, Lev2 2 Both 1 1502 - 42.9 364 1.00 S 364 12740 0.12 Level 1 Lnl, Levl 2 Both 1 2501 - 69.5 364 1.00 S 364 13104 0.19 Line 3 Level 2 Ln3, Lev2 2 Both 1 2716 - 258.7 364 1.00 S 364 3822 0.71 Wall 3 -1 2 Both 1 - 364 1.00 364 - - Wall 3 -2 2 Both 1 2716 258.7 258.7 364 1.00 364 3822 0.71 Level 1 Ln3, Levl 2 Both 1 4571 - 215.1 364 1.00 S 364 7735 0.59 Wall 3 -1 2 Both 1 1506 215.1 215.1 364 1.00 364 2548 0.59 Wall 3 -2 2 Both 1 3065 215.1 215.1 364 1.00 364 5187 0.59 Line4 Level 2 Ln4, Lev2 2 Both 1 1428 - 46.1 364 1.00 S 364 11284 0.13 Level 1 Ln4, Levl 2 Both 1 2283 - 78.1 364 1.00 S 364 10647 0.21 East -West W For Shear Force [plf] Allowable Shear [plf] Crit Shearlines Gp Dir Ld. Case V [Ibs] vmax V /FHS Int Ext Co C Total V pbs] Resp. Line A Level 1 LnA, Levl 1 W ->E 1 518 86.3 86.3 532 1.00 S 532 3192 0.16 1 E - >W 1 467 77.9 77.9 532 1.00 S 532 3192 0.15 Line B Level 2 LnB, Lev2 2 W - >E 1 47 7.6 7.6 364 1.00 S 364 2275 0.02 2 E - >W 1 34 5.4 5.4 364 1.00 S 364 2275 0.01 Line C LnC, Lev2 2 W ->E 1 88 - 15.3 364 1.00 S 364 2093 0.04 2 E - >W 1 75 - 13.0 364 1.00 S 364 2093 0.04 Level 1 LnC, Levl 3 W - >E 1 2751 - 500.2 686 1.00 S 686 3773 0.73 3 E - >W 1 2671 - 485.7 686 1.00 S 686 3773 0.71 Line D Level 2 LnD, Lev2 2 Both 1 1711 95.1 95.1 364 1.00 S 364 6552 0.26 Line E Level 1 LnE, Levl 4 Both 1 1676 76.2 76.2 145 125 1.00 X 250 5500 0.30 Line F Level 2 LnF, Lev2 2 Both 1 1485 - 51.2 364 1.00 S 364 10556 0.14 Level 1 LnF, Levl 2 Both 1 2349 - 156.6 364 1.00 S 364 5460 0.43 �egena: W Grp - Wa0 group as listed in Materials table; For Dir - Direction of wind force along shearline; Ld. case - Critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T = Transverse, L = Longitudinal, all other results are for this load case; V - Factored shear force applied to entire line and amount taken by each wall; vmax - Base shear V/FHS/Co = Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3 -6, and IBC eqn. 23-4. Following values marked with * means that value for shearline is the one for wall with critical design response on line; V/FHS* - Design shear force = factored shear force per unit full height sheathing, Int* - Unit shear capacity of interior sheathing; Ext' - Unit shear capacity of exterior sheathing Co` - Perforation factor, C - Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest; Total* - Combined unit shear capacity inc. perforation factor, V - Combined shear capacity of wall or total capacity of shearfine ; Crit Resp' - Critical response = Vapp/FHS/Vcap = design shear force/unit shear capacity Notes: V /FHS shown is shear force for use in shearwall design. Vmax shown is V /FHS divided by perforation factor Co; it is the base shear to be used in connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. 12 WoodWorks® Shearwalis 2011- tim_le May. 10, 2011 09:43:42 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall or Opening Location [ft] X Y Ld. Case Shear Tensile Holddown Force [Ibs] Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1 -1 Left Wall End 0.00 0.12 1 625 293 332 Line 1 Vert. Element 0.00 4.13 1 343 455 1 -1 Left Opening 1 0.00 29.88 1 625 422 203 1 -1 Right Opening 1 0.00 33.13 1 625 117 508 1 -1 Right Wall End 0.00 38.87 1 969 533 436 1 -1 Left Opening 1 0.00 30.00 1 160 1 -1 Right Opening 1 0.00 33.00 1 32 Line 3 3 -1 Left Wall End 22.00 0.12 1 1936 1936 3 -1 Right Wall End 22.00 6.88 1 1936 1936 3 -2 Left Wall End 22.00 7.13 1 1936 1936 Line 3 Vert. Element 22.00 8.13 1 2069 2069 Line 3 Vert. Element 22.00 18.38 1 2069 2069 3 -2 Right Wall End 22.00 21.13 1 1936 1936 3 -2 Right Wall End 22.00 21.25 1 2080 Line 4 Line 4 Vert. Element 40.00 7.63 1 299 327 4 -1 Right Opening 1 40.00 9.87 1 772 76 696 4 -1 Right Wall End 40.00 38.87 1 1071 403 668 4 -1 Right Opening 1 40.00 9.75 1 196 Line A A -1 Left Wall End 0.12 0.00 1 777 39 738 A -1 Left Opening 1 2.88 0.00 1 701 247 454 A -1 Right Opening 1 19.12 0.00 1 777 247 530 A -1 Right Wall End 21.88 0.00 1 701 39 662 A -1 Left Opening 1 3.00 0.00 1 188 A -1 Right Opening 1 19.00 0.00 1 188 Line B Line B Vert. Element 0.12 4.00 1 61 381 Line B Vert. Element 3.04 4.00 1 44 982 Line B Vert. Element 8.29 4.00 1 61 972 Line B Vert. Element 11.13 4.00 1 44 371 Line C Line C Vert. Element 11.38 7.00 1 122 361 Line C Vert. Element 14.13 7.00 1 104 962 Line C Vert. Element 19.38 7.00 1 122 932 Line C Vert. Element 21.88 7.00 1 104 331 C -1 Left Wall End 22.13 7.00 1 117 C -1 Left Opening 2 23.88 7.00 1 293 C -1 Right Opening 1 27.13 7.00 1 4502 497 4004 C -1 Left Opening 2 32.38 7.00 1 4371 731 3640 C -1 Right Opening 2 39.63 7.00 1 439 C -1 Right Wall End 39.88 7.00 1 29 C -1 Right Opening 1 27.00 7.00 1 1857 C -1 Left Opening 2 32.50 7.00 1 516 Line D Line D Vert. Element 22.13 8.00 1 761 2165 Line D Vert. Element 39.88 8.00 1 761 2165 Line E E -1 Left Wall End 0.12 21.25 1 686 686 E -1 Right Wall End 21.88 21.25 1 686 686 E -1 Right Wall End 22.00 21.25 1 754 Line F F -1 Left Wall End 0.12 39.00 1 1819 973 846 F -1 Left Opening 1 2.62 39.00 1 1710 3500 F -1 Right Opening 1 11.38 39.00 1 1710 5062 F -1 Left Opening 2 13.71 39.00 1 1409 998 411 F -1 Right Opening 2 16.96 39.00 1 1409 1504 F -1 Left Opening 3 22.13 39.00 1 1409 1862 F -1 Right Opening 3 27.38 39.00 1 1409 1653 F -1 Left Opening 4 31.38 39.00 1 1768 4936 Line F Vert. Element 37.62 39.00 1 359 2624 Line F Vert. Element 39.88 39.00 1 410 808 F -1 Left Opening 1 2.75 39.00 1 269 F -1 Right Opening 1 11.25 39.00 1 230 F -1 Left Opening 2 13.83 39.00 1 23 F -1 Right Opening 2 16.83 39.00 1 153 F -1 Left Opening 3 22.25 39.00 1 377 F -1 Right Opening 3 27.25 39 00 1 83 F -1 Left Opening 4 31.50 39.00 1 499 13 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 CES (flexible wind design, continued Level 2 Line- Wall Position on Wall or Opening Location [ft] X Y Ld. Case Shear Tensile Holddown Force [Ibs] Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1 -1 Left Wall End 0.00 4.13 1 343 455 1 -1 Right Wall End 0.00 38.87 1 343 455 Line 3 3 -2 Left Wall End 22.00 8.13 1 2069 2069 3 -2 Right Wall End 22.00 18.38 1 2069 2069 3 -2 Right Wall End 22.00 18.50 1 1740 Line 4 4 -1 Left Wall End 40.00 8.13 1 369 403 4 -1 Right Wall End 40.00 38.87 1 369 403 Line B B -1 Left Wall End 0.12 4.00 1 61 381 B -1 Left Opening 1 3.04 4.00 1 44 982 B -1 Right Opening 1 8.29 4.00 1 61 972 B -1 Right Wall End 11.13 4.00 1 44 371 B -1 Left Opening 1 3.17 4.00 1 11 B -1 Right Opening 1 8.17 4.00 1 10 Line C C -1 Left Wall End 11.38 7.00 1 122 361 C -1 Left Opening 1 14.13 7.00 1 104 962 C -1 Right Opening 1 19.38 7.00 1 122 932 C -1 Right Wall End 21.88 7.00 1 104 331 C -1 Left Wall End 11.25 7.00 1 45 C -1 Left Opening 1 14.25 7.00 1 11 C -1 Right Opening 1 19.25 7.00 1 31 Line D D -1 Left Wall End 22.13 8.00 1 761 2165 D -1 Right Wall End 39.88 8.00 1 761 2165 D -1 Left Wall End 22.00 8.00 1 - 941 Line F F -1 Left Wall End 0.12 39.00 1 410 481 F -1 Left Opening 1 3.88 39.00 1 410 1203 F -1 Right Opening 1 10.13 39.00 1 410 3367 F -1 Left Opening 2 31.88 39.00 1 410 3247 F -1 Right Opening 2 37.13 39.00 1 410 962 F -1 Right Wall End 39.88 39.00 1 410 361 49 F -1 Left Opening 1 4.00 39.00 1 56 F -1 Right Opening 1 10.00 39.00 1 166 F -1 Left Opening 2 32.00 39.00 1 143 F -1 Right Opening 2 37.00 39.00 1 42 Legend: Line -Wall - Shearline for forces carried by vertical elements, wall for forces at wall or opening ends; Position...- Vert. element = column or strengthened studs reqdotherwise indicates stud location at wall end or opening;. Location - Co- ordinates in Plan View; Ld. Case - Results am for critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T = Transverse, L = Longitudinal; Shear - Factored wind shear overturning component, includes perforation factor Co ; Dead - Factored dead load resisting component; Uplift - Uplift wind load component,- Cmb'd - Sum of factored overturning, dead and uplift forces; Dragstrut Force - Factored drag strut force at opening headers and gaps in walls along shearfine, includes perforation factor(s) Co Notes: Dead load contribution to combined force is factored by 1.00 load combination factor Refer to Shear Results table for perforation factors Co. This table includes tension holddown forces only. 14 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 Wind Suction Design COMPONENTS AND CLADDING by SHEARLINE Line North -South Shearlines Lev Grp Sheathing [psf] Force Cap Force/ Cap Force End Fastener Withdrawal [lbs] Cap Force/Cap Int End Int Service Cond Factors Temp Moist 1 1 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 3 1 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 4 1 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 East -West Sheathing [psf] Fastener Withdrawal [lbs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 B 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 C 1 3 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 D 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 F 1 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 2 2 21.5 240.0 0.09 29 24 101 0.28 0.24 1.00 1.00 Legend: Grp - Wall Design Group ( results for all design groups for rigid, flexible design listed for each wall ); Sheathing: Force - C &C end zone exterior pressures using negative (suction) coefficient in ASCE 7 Figure 6-11A added to interior pressure using coefficients from Figure 6-5; Cap - Factored out -of -plane bending capacity of exterior sheathing assuming continuous over 3 studs; Fastener Withdrawal: Force - Force tributary to each nail in end zone and interior zone; Cap - Factored withdrawal capacity of individual nail according to NOS 11.2 -3. 15 WoodWorks® Shearwalls 2011- tim_le May. 10, 2011 09:43:42 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Notes: Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.93; Ev = 0.187 D unfactored; 0.131 D factored; total dead Toad factor: 0.6 - 0.131 = 0.469 tension, 1.0 + 0.131 = 1.131 compression. SHEAR RESULTS North-South Shearlines Building Mass [Ibs] Area [sq.ft] Story Shear [Ibs] E -W N-S Reliability Factor p E -W N-S Level2 29738 1296 5563 5563 - - Level l 32577 1434 3385 3385 - - Structure 62315 - 8948 8948 1.00 1.00 Notes: Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.93; Ev = 0.187 D unfactored; 0.131 D factored; total dead Toad factor: 0.6 - 0.131 = 0.469 tension, 1.0 + 0.131 = 1.131 compression. SHEAR RESULTS North-South Shearlines W Gp For Dir HIW Fact. Int Ext Shear Force [Of] V [Ibs] vmax V /FHS Int Allowable Shear [pif] Ext Co C Total V [Ibs] Crit. Resp. Line 1 Level 2 Lnl, Lev2 2 Both 1.0 1.0 1293 - 37.0 260 1.00 S 260 9100 0.14 Level 1 Lnl, Levl 2 Both 1.0 1.0 2120 - 58.9 260 1.00 S 260 9360 0.23 Line 3 Level 2 Ln3, Lev2 2 Both 1.0 1.0 1482 - 141.2 260 1.00 S 260 2730 0.54 Wall 3 -1 2 Both 1.0 1.0 - 260 1.00 260 - - Wall 3 -2 2 Both 1.0 1.0 1482 141.2 141.2 260 1.00 260 2730 0.54 Level 1 Ln3, Levl 2 Both 1.0 1.0 2468 - 116.1 260 1.00 S 260 5525 0.45 Wall 3 -1 2 Both 1.0 1.0 813 116.1 116.1 260 1.00 260 1820 0.45 Wall 3 -2 2 Both 1.0 1.0 1655 116.1 116.1 260 1.00 260 3705 0.45 Line 4 Level 2 Ln4, Lev2 2 Both 1.0 1.0 1118 - 36.1 260 1.00 S 260 8060 0.14 Level 1 Ln4, Levl 2 Both 1.0 1.0 1676 - 57.3 260 1.00 S 260 7605 0.22 East -West W For H/W Fact. Shear Force [pif] Allowable Shear [plf] Crit. Shearlines Gp Dir Int Ext V [Ibs] vmax V /FHS Int Ext Co C Total V [Ibs] Resp. Line A Level 1 LnA, Levl 1 Both 1.0 .67 413 68.9 68.9 253 1.00 S 253 1520 0.27 Line B Level 2 LnB, Lev2 2 Both 1.0 .77 256 40.9 40.9 200 1.00 S 200 1270 0.20 Line C LnC, Lev2 2 Both 1.0 .69 227 - 39.5 179 1.00 S 179 1077 0.22 Level 1 LnC, Levl 3 Both 1.0 1.0 2553 - 464.2 490 1.00 S 490 2695 0.95 Line D Level 2 LnD, Lev2 2 Both 1.0 1.0 1657 92.1 92.1 260 1.00 S 260 4680 0.35 Line E Level 1 LnE, Levl 4 Both 1.0 1.0 876 39.8 39.8 145 125 1.00 X 250 5500 0.16 Line F Level 2 LnF, Lev2 2 Both 1.0 .75 1754 - 60.5 195 1.00 S 195 7345 0.31 Level 1 LnF, Levl 2 Both 1.0 .57 2421 - 161.4 149 1.00 S 149 3274 1.08* Legend: W Grp - Wall group as listed in Materials table; For Dir - force direction, always both" ; H/W factor - Factor due to shearwall height - to-width ratio for interior and exterior wall sheathing; V - Factored shear force applied to entire line and amount taken by each wall; vmax - Base shear V/FHS/Co = Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3 -6, and IBC eqn. 23-4. Following values marked with * means that value for shearline is the one for wall with critical design response on line; V/FHS* - Design shear force = factored shear force per unit full height sheathing, Int* - Unit shear capacity of interior sheathing; Ext* - Unit shear capacity of exterior sheathing Co* - Perforation factor, C - Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest; Total* - Combined unit shear capacity inc. perforation factor and H/W factor, V - Combined shear capacity of wall or total capacity of shearline ; Crit Resp* - Crifical response = Vapp/FHSNcap = design shear force /unit shear capacity Notes: 16 r WoodWorks® Shearwalls 2011- tim_le May. 10, 2011 09:43:42 i V /FHS shown is shear force for use in shearwall design. Vmax shown is V /FHS divided by perforation factor Co; it is the base shear to be used in connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. * WARNING design capacity has been exceeded. 17 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43:42 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall or Opening Location [ft] X Y Shear Tensile Holddown Force [Ibs] Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1 -1 Left Wall End 0.00 0.12 530 176 392 Line 1 Vert. Element 0.00 4.13 296 273 82 1 -1 Left Opening 1 0.00 29.88 530 253 332 1 -1 Right Opening 1 0.00 33.13 530 70 475 1 -1 Right Wall End 0.00 38.87 826 320 575 1 -1 Left Opening 1 0.00 30.00 136 1 -1 Right Opening 1 0.00 33.00 27 Line 3 3 -1 Left Wall End 22.00 0.12 1045 1045 3 -1 Right Wall End 22.00 6.88 1045 1045 3 -2 Left Wall End 22.00 7.13 1045 1045 Line 3 Vert. Element 22.00 8.13 1129 1129 Line 3 Vert. Element 22.00 18.38 1129 1129 3 -2 Right Wall End 22.00 21.13 1045 1045 3 -2 Right Wall End 22.00 21.25 1123 Line 4 Line 4 Vert. Element 40.00 7.63 234 196 81 4 -1 Right Opening 1 40.00 9.87 570 45 534 4 -1 Right Wall End 40.00 38.87 804 242 615 4 -1 Right Opening 1 40.00 9.75 144 Line A A -1 Left Wall End 0.12 0.00 620 23 602 A -1 Left Opening 1 2.88 0.00 620 148 504 A -1 Right Opening 1 19.12 0.00 620 148 504 A -1 Right Wall End 21.88 0.00 620 23 602 A -1 Left Opening 1 3.00 0.00 150 A -1 Right Opening 1 19.00 0.00 150 Line B Line B Vert. Element 0.12 4.00 327 228 148 Line B Vert. Element 3.04 4.00 327 589 Line B Vert. Element 8.29 4.00 327 583 Line B Vert. Element 11.13 4.00 327 222 153 Line C Line C Vert. Element 11.38 7.00 316 216 147 Line C Vert. Element 14.13 7.00 316 577 Line C Vert. Element 19.38 7.00 316 559 Line C Vert. Element 21.88 7.00 316 198 161 C -1 Left Wall End 22.13 7.00 70 C -1 Left Opening 2 23.88 7.00 176 C -1 Right Opening 1 27.13 7.00 4178 298 3945 C -1 Left Opening 2 32.38 7.00 4178 439 3835 C -1 Right Opening 2 39.63 7.00 263 C -1 Right Wall End 39.88 7.00 18 C -1 Right Opening 1 27.00 7.00 1723 C -1 Left Opening 2 32.50 7.00 479 Line D Line D Vert. Element 22.13 8.00 737 1299 Line D Vert. Element 39.88 8.00 737 1299 Line E E -1 Left Wall End 0.12 21.25 359 359 E -1 Right Wall End 21.88 21.25 359 359 E -1 Right Wall End 22.00 21.25 394 Line F F -1 Left Wall End 0.12 39.00 1936 584 1480 F -1 Left Opening 1 2.62 39.00 1808 2100 165 F -1 Right Opening 1 11.38 39.00 1808 3037 F -1 Left Opening 2 13.71 39.00 1452 599 984 F -1 Right Opening 2 16.96 39.00 1452 903 746 F -1 Left Opening 3 22.13 39.00 1452 1117 578 F -1 Right Opening 3 27.38 39.00 1452 992 676 F -1 Left Opening 4 31.38 39.00 1876 2962 Line F Vert. Element 37.62 39.00 423 1575 Line F Vert. Element 39.88 39.00 484 485 105 F -1 Left Opening 1 2.75 39.00 277 F -1 Right Opening 1 11.25 39.00 237 F -1 Left Opening 2 13.83 39.00 24 F -1 Right Opening 2 16.83 39.00 158 F -1 Left Opening 3 22.25 39.00 388 F -1 Right Opening 3 27.25 39.00 86 F -1 Left Opening 4 31.50 39.00 514 18 WoodWorks® Shearwalls 2011- tim_Ie May. 10, 2011 09:43 :42 DRAGSTRUT AND HOLDDOWN FORCES (flexible seismic design, continued Level 2 Line- Wall Position on Wall or Opening Location [ft] X Y Shear Tensile Holddown Force [Ibs] Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1 -1 Left Wall End 0.00 4.13 296 273 82 1 -1 Right Wall End 0.00 38.87 296 273 82 Line 3 3 -2 Left Wall End 22.00 8.13 1129 1129 3 -2 Right Wall End 22.00 18.38 1129 1129 3 -2 Right Wall End 22.00 18.50 950 Line 4 4 -1 Left Wall End 40.00 8.13 289 242 99 4 -1 Right Wall End 40.00 38.87 289 242 99 Line B B -1 Left Wall End 0.12 4.00 327 228 148 B -1 Left Opening 1 3.04 4.00 327 589 B -1 Right Opening 1 8.29 4.00 327 583 B -1 Right Wall End 11.13 4.00 327 222 153 B -1 Left Opening 1 3.17 4.00 58 B -1 Right Opening 1 8.17 4.00 56 Line C C -1 Left Wall End 11.38 7.00 316 216 147 C -1 Left Opening 1 14.13 7.00 316 577 C -1 Right Opening 1 19.38 7.00 316 559 C -1 Right Wall End 21.88 7.00 316 198 161 C -1 Left Wall End 11.25 7.00 116 C -1 Left Opening 1 14.25 7.00 29 C -1 Right Opening 1 19.25 7.00 80 Line D D -1 Left Wall End 22.13 8.00 737 1299 D -1 Right Wall End 39.88 8.00 737 1299 D -1 Left Wall End 22.00 8.00 911 Line F F -1 Left Wall End 0.12 39.00 484 289 258 F -1 Left Opening 1 3.88 39.00 484 722 F -1 Right Opening 1 10.13 39.00 484 2020 F -1 Left Opening 2 31.88 39.00 484 1948 F -1 Right Opening 2 37.13 39.00 484 577 32 F -1 Right Wall End 39.88 39.00 484 216 314 F -1 Left Opening 1 4.00 39.00 67 F -1 Right Opening 1 10.00 39.00 197 F -1 Left Opening 2 32.00 39.00 169 F -1 Right Opening 2 37.00 39.00 50 Legend: Line -Wall - Shearline for forces carried by vertical elements, wall for forces at wall or opening ends; Position...- Vert. element = column or strengthened studs req'd, otherwise indicates stud location at wall end or opening; Location - Co- ordinates in Plan View Ld. Case - Results are for critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T = Transverse, L = Longitudinal; Shear - Factored wind shear overtuming component, includes perforation factor Co ; Dead - Factored dead load resisting component; Uplift - Not relevant to seismic design; Cmb'd - Sum of factored overturning, dead and vertical earthquake forces,-Dragstrut Force - Factored drag strut force at opening headers and gaps in walls along sheartine, includes perforation factor(s) Co Notes: Combined load includes vertical earthquake load of -0.2Sds x seismic load factor x unfactored D = 0.218 x factored dead load shown. Refer to Shear Results table for perforation factors Co. This table includes tension holddown forces only. Anchor bolts must include minimum 3" steel plate washers, at least .229" thick, according to IBC 2305.3.11. Shearwalls does not check for either plan or vertical structural irregularities. 19 WoodWorks® Shearwalls 2011- tim_le May. 10, 2011 09:43:42 20 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN J 2011- tim_Ie.wsw Level 1 of 2 co (o WoodWorks® Shearwalls 8.11 47.5 I 349 0 0 0 F -1 27.5 - 59.3 -5' 0' 5' 59.3 - 27.5 0 0 N N C-1 voc 4 10' 15' 20' 25' --- Factored shearline force (Ibs) tilt ▪ Factored holddown force (Ibs) 0-0 • C Compression force exists 0-0 ■ Vertical element required --{� Loads Shown: W; Forces: W + 1.0D. 47.5 30' 35' 40' Unfactored applied shear load (plf) Unfactored dead load (plf,lbs) Uplift wind load (plf,lbs) Applied point load or discontinuous shearline force (Ibs) May 9, 2011 16:57:36 50' 45' I(q cg 45' N (O 50' 40' 35' 30' 25' 20' 15' 10' 5' 0' -5' -10' -15' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 2011- tim_te.wsw Level 2 of 2 93.9 - 25.3 25.3 - 93.9 WoodWorks® Shearwalls 8.11 3.4 53 3.4 1485 F -1 r, a tis �raH. r C -1 co N D -1 -5' 0' 5' 53.4 3.4 10' 15' 20' 25' Factored shearline force (Ibs) uis • Factored holddown force (Ibs) () • C Compression force exists ®-0 Y Vertical element required --{� Loads Shown: W; Forces: W + 1.0D. 73.4 May 9, 2011 16:57:36 50' 45' 30' 35' 40' 45' Unfactored applied shear load (plf) Unfactored dead load (plf,lbs) Uplift wind load (plf,lbs) Applied point load or discontinuous shearline force (Ibs) 57.7 - 16.4 50' 40' 35' 30' 25' 20' 15' 10' 5' 0' -5' -10' Project: 201 1 -1828 P LA N Location: ROOF RAFTERS Roof Rafter [2009 International Building Code(2005 NDS)] 1.5 INx11 .25INx17.67FT(15.7 +2) @24O.C. #1 - Douglas- Fir -Larch - Dry Use Section Adequate By: 45.8% Controlling Factor. Moment DEFLECTIONS Center Bight 0.01 IN U2542 0.00 in 0.00 IN Ulnfiniity L/240 Total Load Deflection Criteria: L/180 Live Load 0.32 IN 1../581 Dead Load 0.18 in Total Load 0.50 IN L/374 Live Load Deflection Criteria: RAFTER REACTIONS LOADS REACTIONS Upper Live Load © A Upper Dead Load © A Upper Total Load @ A Lower Live Load © B Lower Dead Load @ B Lower Total Load @ B 196 pif 392 Ib 111 pff 222 Ib 307 Of 614 Ib 249 pif 498 Ib 144 pif 287 Ib 393 pif 785 Ib RAFTER SUPPORT DATA A B 0.66 in 0.84 in Bearing Length RAFTER DATA Interior Eave Span Length 15.67 ft 2 ft Rafter Pitch 8 :12 Roof sheathing applied to top of joists -top of rafters fully braced. Roof Duration Factor 1.15 Peak Notch Depth 0.00 Base Notch Depth 0.00 MATERIAL PROPERTIES #1 - Douglas- Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Min. Mod. of Elasticity: Comp. L to Grain: Base Values Adusted Fb = 1000 psi Fb' = 1323 psi Cd =1.15 CF =1.00 Cr -1.15 Fv = 180 psi Fv' = 207 psi Cd =1.15 E = 1700 ksi E' = 1700 ksi E_min = 620 ksi E_min' = 620 ksi Fc -1= 625 psi Fc 1' = 625 psi Controlling Moment: 2391 ft-lb 7.838 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -481 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Reo'd 21.7 in3 3.49 in2 71.34 in4 2391 ft-lb -481 Ib Provided 31.64 in3 16.88 in2 177.98 in4 3487 ft-lb 2329 lb Bruce S. MacVeigh, P.E. 14245 59th Avenue South • Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:13 AM page of LOADING DIAGRAM RAFTER LOADING Uniform Roof Loading Roof Live Load: LL = Roof Dead Load: DL = Slope Adjusted Spans And Loads Interior Span: L -adj = Eave Span: L -Eave -adj = Rafter Live Load: wL -adj = Eave Live Load: wL -Eave -adj = Rafter Dead Load: wD -adj = Rafter Total Load: wT -adj = Eave Total Load: wT -Eave -adj = 25 psf 12 psf 18.83 2.4 35 35 20 55 55 ft ft pff pff pff pff pff Project: 2011- 1828PLAN Location: MASTER BEDROOM WINDOW HDR. Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 6.0 FT #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 25.7% Controlling Factor. Moment REFLECTIONS Center Live Load 0.06 IN L/1255 Dead Load 0.04 in Total Load 0.10 IN LJ722 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180 REACTIONS A Live Load 1050 Ib 1050 Ib Dead Load 774 Ib 774 Ib Total Load 1824 Ib 1824 Ib Bearing Length 0.83 in 0.83 in )SEAM DATA Span Length 6 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 8 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES #2 - Douglas- Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Min. Mod. of Elasticity: Comp. -I- to Grain: j3ase Values Adiusted Fb = 900 psi Fb' = 1346 psi Cd=1.15 CF =1.30 Fv = 180 psi Fv' = 207 psi Cd =1.15 E = 1600 ksi E = 1600 ksi E_min = 580 ksi E_min' = 580 ksi Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: 2736 ft-Ib 3.0 ft from left support Created by combining all dead and live Toads. Controlling Shear: -1459 Ib At a distance d from support. Created by combining all dead and live Toads. Comparisons with required sections: Read Provided Section Modulus: 24.4 in3 30.66 in3 Area (Shear): 10.57 in2 25.38 in2 Moment of Inertia (deflection): 27.69 in4 111.15 in4 Moment: 2736 ft-Ib 3438 ft -Ib Shear: -1459 Ib 3502 Ib Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washington 98168 Ic Version 8.0.104.0 5/10/2011 11:24:17 AM page of LOADING DIAGRAM Eft ROOF LOADING Side One: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 12 ft Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 2 ft Wall Load: WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 6 ft Beam Self Weight: BSW = 6 plf Beam Uniform Live Load: wL = 350 pif Beam Uniform Dead Load: wD_adj = 258 pif Total Uniform Load: wT = 608 Of Project: 2011- 1828PLAN Location: UPPER FLOOR JOIST Floor Joist [2009 International Building Code(2005 NDS)] TJI 360 / 11.875 - iLevel Trus Joist x 17.0 FT @ 16 O.C. Section Adequate By: 83.3% Controlling Factor: End Reaction DEFLECTIONS Center Live Load 0.27 IN Ll745 Dead Load 0.08 in Total Load 0.36 IN L/573 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS Live Load Dead Load Total Load Bearing Length Web Stiffeners A 453 Ib 136 Ib 589 Ib 1.75 in No B 453 Ib 136 Ib 589 Ib 1.75 in No BEAM DATA Center Span Length 17 It Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 MOIST PROPERTIES TJI 360 / 11.875 - iLevel Trus Joist Base Values Adjusted Moment Cap: Mcap = 6180 ft-Ib Mcap' = 6180 ft-Ib Cd =1.00 Shear Stress: Vcap = 1705 Ib Cd =1.00 End Reaction: Rcap = 1080 Ib Cd =1.00 w/ web stiffeners: RcapWS = 0 Ib Cd =1.00 Interior Reaction: IRcap = 2460 Ib Cd =1.00 w/ web stiffeners: IRcapWS = 2815 Ib IRcapWS' = 2815 Ib Cd = 1.00 E.I.: El = 419 lb -in2 El' = Vcap' = 1705 Ib Rcap' = 1080 Ib RcapWS' = 0 Ib IRcap' = 2460 Ib Controlling Moment2505 ft-Ib 8.5 Ft from left support of span 3 (Right Span) Created by combining all dead and live loads. Controlling Shear: -589 Ib 17.0 Ft from left support of span 2 (Center Span) Created by combining all dead and live loads. Comparisons with required sections: E.I.: Moment: Shear: 419 Ib -in2 Egg 11 Provided 202 in2 -lb E6 419 in2 -Ib xE6 2505 ft-Ib 6180 ft-Ib -589 Ib 1705 Ib Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:22 AM page /of LOADING DIAGRAM JOIST LOADING Uniform Floor Loading Center Live Load LL = 40 psf Dead Load DL = 12 psf Total Load TL = 52 psf TL Adj. For Joist Spacing wT = 69.3 plf Project: 2011- 1828PLAN Location: FLOOR BEAM AT DINING /LIVING ROOM Mufti- Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 5.25 IN x 11.25 IN x 13.99 FT (3.8 + 10.2) 2.0E Parallam - iLevel Trus Joist Section Adequate By: 51.0% Controlling Factor: Shear DEFLECTIONS Left Cen er Live Load -0.01 IN U3739 0.11 IN U1114 Dead Load -0.01 in 0.05 in Total Load -0.02 IN U2566 0.16 IN U754 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS Live Load Dead Load Total Load Uplift (1.5 F.S) Bearing Length A_ B C 833 Ib 8852 Ib 3725 Ib -947 Ib 4193 Ib 1628 Ib -114 Ib 13045 Ib 5353 Ib -3405 Ib 0 Ib 0 Ib 0.00 in 3.31 in 1.36 in BEAM DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Live Load Duration Factor Notch Depth Left Center 3.83 ft 10.16 ft 0 ft 0 ft 3.83 ft 10.16 ft 1.00 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -L to Grain: Joist Base Values Adjusted Fb = 2900 psi Fb' = 2879 psi Cd =1.00 CI =0.99 CF =1.01 Fv = 290 psi Fv' = 290 psi Cd =1.00 E = 2000 ksi E' = 2000 ksi Fc - = 750 psi Fc -1-' = 750 psi Controlling Moment: -14386 ft-lb Over left support of span 2 (Center Span) Created by combining all dead loads and live Toads on span(s) 1, 2 Controlling Shear: 7561 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: Req'd Provided Section Modulus: 59.95 in3 110.74 in3 Area (Shear): 39.11 in2 59.06 in2 Moment of Inertia (deflection): 201.39 in4 622.92 in4 Moment: -14386 ft-Ib 26572 ft-Ib Shear: 7561 Ib 114191b Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:26 AM page of UNIFORM LOADS Left Center Uniform Live Load 0 plf 0 plf Uniform Dead Load 0 plf 0 plf Beam Self Weight 18 pif 18 pif Total Uniform Load 18 plf 18 plf POINT LOADS - CENTER SPAN Load Number One Live Load 2021 Ib Dead Load 1500 Ib Location 3.33 ft TRAPEZOIDAL LOADS - LEFT SPAN Load Number One Left Live Load 467 plf Left Dead Load 132.9 plf Right Live Load 467 plf Right Dead Load 132.9 Of Load Start 0 ft Load End 3.83 ft Load Length 3.83 if CENTER SPAN Load Number One Left Live Load 443.2 plf Left Dead Load 132.9 plf Right Live Load 443.2 plf Right Dead Load 132.9 plf Load Start 0 ft Load End 10.16 ft Load Length 10.16 ft Two 383.2 Of 183.9 plf 383.2 plf 183.9 plf 3.33 ft 10.16 ft 6.83 ft Project: 2011- 1828PLAN Location: LOFT FLOOR BEAM Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)) 3.5 IN x 11.875 IN x 14.0 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 268.3% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.13 IN U1326 Dead Load 0.06 in Total Load 0.19 IN L/905 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS Live Load Dead Load Total Load Bearing Length A B 1002 Ib 1002 Ib 467 Ib 467 Ib 1469 Ib 1469 Ib 0.56 in 0.56 in BEAM DATA Center Span Length 14 ft Unbraced Length -Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Bending Stress: Shear Stress: Modulus of Elasticity: Comp. L to Grain: Base Values Fb = 2900 psi Cd =1.00 CF =1.00 Fv = 290 psi Cd =1.00 E = 2000 ksi Fc - - = 750 psi Controlling Moment: 5142 ft-Ib 7.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -1264 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear. Read 21.25 in3 6.54 in2 132.6 in4 5142 ft-Ib -1264 Ib Adjusted Fb' = 2903 psi Fv' = 290 psi E' = 2000 ksi Fc -1' = 750 psi Provided 82.26 in3 41.56 in2 488.41 in4 19902 ft-Ib 8035 Ib Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:30 AM page of LOADING DIAGRAM irr Wit; .a __ - -, 14ft FLOOR LOADING FLL = FDL = FTW = WALL = Side 1 Side 2 Floor Live Load Floor Dead Load Floor Tributary Width Wall Load 40 psf 15 psf 3.6 ft 0 0 0 0 plf psf psf ft BEAM LOADING wL = wD = BSW = wT = 143 plf 54 plf 13 pif 210 pif Beam Total Live Load: Beam Total Dead Load: Beam Self Weight: Total Maximum Load: Project: 2011- 1828PLAN Location: GARAGE DOOR BEAM Roof Beam [2009 International Building Code(2005 NDS)] 5.25 IN x 11.25 IN x 16.0 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 406.1 % Controlling Factor. Deflection DEFLECTIONS Center Live Load 0.11 IN U1749 Dead Load 0.10 in Total Load 0.21 IN U911 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS Live Load Dead Load Total Load Bearing Length A B 742 Ib 742 Ib 683 Ib 683 Ib 1425 Ib 1425 Ib 0.36 in 0.36 in BEAM DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Roof Pitch Roof Duration Factor 16 ft 0 ft 0 ft 8 :12 1.15 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -I- to Grain: Joist Base Values Fb = 2900 psi Cd =1.15 CF =1.01 Fv = 290 psi Cd =1.15 E = 2000 ksi Fc -1= 750 psi Controlling Moment: 5699 ft-Ib 8.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 1282 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear. Adjusted Fb' = 3359 psi Fv' = 334 psi E' = 2000 ksi Fc -1' = 750 psi Reo'd 20.36 in3 5.77 in2 123.08 in4 5699 ft-lb 1282 Ib Provided 110.74 in3 59.06 in2 622.92 in4 30999 ft-Ib 13132 Ib Bruce S. MacVeigh, P.E. SV timpa I 14245 59th Avenue South *4 Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:34 AM page or LOADING DIAGRAM 16ft ROOF LOADING Side One: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 1.7 ft Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 2 ft Wall Load: WALL = 0 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 16 ft Beam Self Weight: BSW = 18 plf Beam Uniform Live Load: wL = 93 plf Beam Uniform Dead Load: wD_adj = 85 Of Total Uniform Load: wT = 178 plf Project: 2011- 1828PLAN Location: ROOF BEAM @ LOFT Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 11.25 IN x 10.54 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 121.3% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.13 IN U987 Dead Load 0.10 in Total Load 0.22 IN L/563 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS Live Load Dead Load Total Load Bearing Length A B 2021 Ib 2021 Ib 1522 Ib 1522 Ib 3543 Ib 3543 Ib 1.35 in 1.35 in BEAM DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Roof Pitch Roof Duration Factor 10.5 ft 0 ft 0 ft 8 :12 1.15 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Bending Stress: Shear Stress: Modulus of Elasticity: Comp. to Grain: Joist Base Values Fb = 2900 psi Cd =1.15 CF =1.01 Fv = 290 psi Cd =1.15 E = 2000 ksi Fc - = 750 psi Controlling Moment: 9337 ft-Ib 5.27 ft from left support Created by combining all dead and live loads. Controlling Shear: 2976 Ib At a distance d from support. Created by combining all dead and live Toads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear. Adjusted Fb' = 3359 psi Fv' = 334 psi E' = 2000 ksi Fc - L' = 750 psi Read 33.35 in3 13.39 in2 132.83 in4 9337 ft -lb 2976 Ib Provided 73.83 in3 39.38 in2 415.28 in4 20666 ft-Ib 8754 Ib Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24 :39 AM page of LOADING DIAGRAM 10.54 ft ROOF LOADING Side One: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 7.5 ft Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 7.8 ft Wall Load: WALL = 0 plf SLOPE /PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 10.54 ft Beam Self Weight: BSW = 12 plf Beam Uniform Live Load: wL = 384 plf Beam Uniform Dead Load: wD_adj = 289 pif Total Uniform Load: wT = 672 plf Project: 2011- 1828PLAN Location: MAN DOOR TO GARAGE Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 3.0 FT #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 185.3% Controlling Factor: Moment PEFLECTIONS Center Live Load 0.01 IN U5217 Dead Load 0.00 in Total Load 0.01 IN U3772 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L /240 REACTIONS Live Load Dead Load Total Load Bearing Length A B 1010 Ib 1010 Ib 387 Ib 387 Ib 1397 Ib 1397 Ib 0.64 in 0.64 in BEAM DATA Center Span Length 3 ft Unbraced Length -Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES - Douglas- Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Min. Mod. of Elasticity: Comp. to Grain: ]lase Values Fb = 900 psi Cd =1.00 CF =1.30 Fv = 180 psi Cd =1.00 E = 1600 ksi E_min = 580 ksi Fc -1= 625 psi Controlling Moment: 1048 ft-Ib 1.5 ft from left support Created by combining all dead and live Toads. Controlling Shear: 838 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear. Read 10.75 in3 6.99 in2 7.67 in4 1048 ft -Ib 838 Ib Fb' = Fv' = Adjusted 1170 psi E' = E_min' = Fc - = 180 psi 1600 ksi 580 ksi 625 psi Provided 30.66 in3 25.38 in2 111.15 in4 2989 ft -Ib 3045 Ib Bruce S. MacVeigh, P.E. ) 14245 59th Avenue South Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:43 AM page LOADING DIAGRAM aft B FLOOR LOADING FLL = FDL = FTW = WALL = Side 1 plf Side 2 Floor Live Load Floor Dead Load Floor Tributary Width Wall Load 40 psf 15 psf 8.3 ft 0 40 psf 15 psf 8.5 ft SEAM LOADING wL = wD = BSW = wT = 673 Of 253 plf 6 plf 931 plf Beam Total Live Load: Beam Total Dead Load: Beam Setf Weight: Total Maximum Load: Project: 2011- 1828PLAN Location: FLOOR BEAM AT STAIRS Uniformly Loaded Floor Beam [2009 International Building Code(2005 NOS)] 2.688 IN x 11.875 IN x 3.167 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 2058.7% Controlling Factor: Shear DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS Live Load Dead Load Total Load Bearing Length A B 536 Ib 536 Ib 217 Ib 217 Ib 752 Ib 752 Ib 0.37 in 0.37 in BEAM DATA Center Span Length 3.17 ft Unbraced Length -Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Bending Stress: Shear Stress: Modulus of Elasticity: Comp. to Grain: Base Values Fb = 2900 psi Cd =1.00 CF =1.00 Fv = 290 psi Cd =1.00 E = 2000 ksi Fc -1= 750 psi Controlling Moment: 596 ft-Ib 1.584 ft from left support Created by combining all dead and live loads. Controlling Shear: -286 Ib At a distance d from support. Created by combining all dead and live Toads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Read 2.46 in3 1.48 in2 3.63 in4 596 ft -Ib -286 Ib Adjusted Fb' = 2903 psi Fv' = 290 psi E = 2000 ksi Fc -1' = 750 psi Provided 63.16 in3 31.91 in2 375.03 in4 15282 ft-Ib 6170 Ib Bruce S. MacVeigh, P.E. n'f�a 14245 59th Avenue South thi Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:47 AM page /of LOADING DIAGRAM A 3.167 ft B FLOOR LOADING FLL = FDL = FTW = WALL = Side 1 pif Side 2 Floor Live Load Floor Dead Load Floor Tributary Width Wall Load 40 psf 15 psf 6.8 ft 0 40 psf 15 psf 1.7 ft BEAM LOADING wL = wD = BSW = wT = 338 plf 127 pif 10 pif 475 pif Beam Total Live Load: Beam Total Dead Load: Beam Self Weight: Total Maximum Load: Project: 2011- 1828PLAN Location: FLOOR JST SUPPORT BEAM AT STAIRS Multi- Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 2.688 IN x 11.875 IN x 14.85 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 454.3% Controlling Factor: Shear PEFLECTIONS Center Live Load 0.08 IN U2231 Dead Load 0.05 in Total Load 0.12 IN U1426 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS Live Load Dead Load Total Load Bearing Length A B 787 Ib 343 Ib 384 Ib 204 Ib 1171 Ib 547 Ib 0.58 in 0.27 in BEAM DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Live Load Duration Factor Notch Depth Center 14.85 ft 0 ft 14.85 ft 1.00 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Base Values Fb = 2900 psi Cd =1.00 CF =1.00 Shear Stress: Fv = 290 psi Cd =1.00 Modulus of Elasticity: E = 2000 ksi Comp. -I- to Grain: Fc -1= 750 psi Bending Stress: Adjusted Fb' = 2903 psi Fv' = 290 psi E' = 2000 ksi Fc -1' = 750 psi Controlling Moment: 2301 ft-Ib 6.39 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1113 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Req'd Provided Section Modulus: 9.51 in3 63.16 in3 Area (Shear): 5.76 in2 31.91 in2 Moment of Inertia (deflection): 63.13 in4 375.03 in4 Moment: 2301 ft -lb 15282 ft -Ib Shear. 1113 Ib 6170 Ib Bruce S. MacVeigh, P.E. ,r 14245 59th Avenue South -Uatl Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:52 AM page /of UNIFORM LOADS Uniform Live Load Uniform Dead Load Beam Self Weight Total Uniform Load Center 40 plf 15 plf 10 plf 65 ptf )DINT LOADS - CENTER SPAN Load Number One Live Load 536 Ib Dead Load 217 Ib Location 1.27 ft Project: 2011- 1828PLAN Location: LIVING ROOM WINDOW HDR Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 9.25 IN x 7.33 FT #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 78.7% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.04 IN U2034 Dead Load 0.03 in Total Load 0.08 IN L/1162 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A Live Load 902 Ib 902 Ib Dead Load 676 Ib 676 Ib Total Load 1577 Ib 1577 Ib Bearing Length 0.72 in 0.72 in BEAM DATA Span Length 7.3 if Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 8 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES #2 - Douglas- Fir -Larch Bending Stress: Base Values Adjusted Fb = 900 psi Fb' = 1242 psi Cd =1.15 CF =1.20 Shear Stress: Fv = 180 psi Fv' = 207 psi Cd =1.15 Modulus of Elasticity: E = 1600 ksi E' = 1600 ksi Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp. -I- to Grain: Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: 2891 ft-Ib 3.665 ft from left support Created by combining all dead and live loads. Controlling Shear: 1262 Ib At a distance d from support. Created by combining all dead and live Toads. Comparisons with required sections: Read Provided Section Modulus: 27.93 in3 49.91 in3 Area (Shear): 9.14 in2 32.38 in2 Moment of Inertia (deflection): 35.75 in4 230.84 in4 Moment: 2891 ft-Ib 5166 ft -Ib Shear. 1262 Ib 4468 Ib Bruce S. MacVeigh, P.E. 14245 59th Avenue South Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:24:57 AM page of LOADING DIAGRAM 7.33 ft . ROOF LOADING Side One: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 7.8 ft Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 2 it Wall Load: WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 7.33 ft Beam Self Weight: BSW = 7 pif Beam Uniform Live Load: wL = 246 plf Beam Uniform Dead Load: wD_adj = 184 pif Total Uniform Load: wT = 430 plf Project: 2011- 1828PLAN Location: FLOOR BEAM IN CRAWL SPACE Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 4.541 FT #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 129.7% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.02 IN L/2789 Dead Load 0.01 in Total Load 0.03 IN L/2006 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 825 Ib 825 Ib Dead Load 322 Ib 322 Ib Total Load 1147 Ib 1147 Ib Bearing Length 0.52 in 0.52 in BEAM DATA Center Span Length 4.54 ft Unbraced Length -Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas- Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Min. Mod. of Elasticity: Comp. to Grain: Base Values Adjusted Fb = 900 psi Fb' = 1170 psi Cd =1.00 CF =1.30 Fv = 180 psi Fv' = 180 psi Cd =1.00 E = 1600 ksi E' = 1600 ksi E_min = 580 ksi E_min' = 580 ksi Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: 1302 ft-lb 2.271 ft from left support Created by combining all dead and live loads. Controlling Shear: -849 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 13.35 in3 30.66 in3 Area (Shear): 7.07 in2 25.38 in2 Moment of Inertia (deflection): 14.35 in4 111.15 in4 Moment: 1302 ft-Ib 2989 ft -lb Shear: -849 Ib 3045 Ib Bruce S. MacVeigh, P.E. �St�a> a1 14245 59th Avenue South •_ Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:25:01 AM page LOADING DIAGRAM 4.541 ft B FLOOR LOADING FLL = FDL = FTW = WALL = Side 1 plf Side 2 Floor Live Load Floor Dead Load Floor Tributary Width Wall Load 40 psf 15 psf 4.5 ft 0 40 psf 15 psf 4.5 ft BEAM LOADING wL = wD = BSW = wT = 363 plf 136 plf 6 plf 505 plf Beam Total Live Load: Beam Total Dead Load: Beam Self Weight: Total Maximum Load: Project: 2011- 1828PLAN Location: CONC. PAD FOR LOFT BEAM Footing (2009 International Building Code(2005 NDS)] Footing Size: 1.5 FT x 1.5 FT x 10.00 IN Reinforcement: #4 Bars © 5.75 IN. O.C. E/W / (3) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = 1500 psf F'c = 2500 psi Fy = 40000 psi c= 3 in FOOTING SIZE Width: Length: Depth: Effective Depth to Top Layer of Steel: W= 1.5 ft L = 1.5 ft Depth = 10 in d = 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Wood m = 4 in n= 4in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear): Beam Shear. Allowable Beam Shear. Punching Shear Calculations (Two Way Shear): Critical Perimeter. Punching Shear. Allowable Punching Shear (ACI 11 -35): Allowable Punching Shear (ACI 11 -36): Allowable Punching Shear (ACI 11 -37): Controlling Allowable Punching Shear. Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.62 in Steel Required Based on Moment: As(1) = 0.02 in2 Min. Code Req'd Reinf. Flex. Members (ACI - 10.5.1): As(2) = 0.56 in2 Controlling Reinforcing Steel: As -reqd = 0.56 in2 Selected Reinforcement: #4's @ 5.8 in. o.c. e/w (3) Min. Reinforcement Area Provided: As = 0.59 in2 Development Length Calculations: Development Length Required: Ld = Development Length Supplied: Ld -sup = Note: Plain concrete adequate for bending, therefore adequate development length not required. Qu = 653 psf Qe = 1375 psf Areq = 1.07 sf A = 2.25 sf Bear = 2164 Ib Bear -A = 44200 Ib Vu1 = 331 Ib Vc1 = 8438 Ib Bo = 41 in Vu2 = 1462 Ib vc2 -a = 57656 Ib vc2 -b = 77813 Ib vc2-c = 38438 Ib vc2 = 38438 Ib Bruce S. MacVeigh, P.E. a.4 14245 59th Avenue South ter_ !' +� Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:25:06 AM page LOADING DIAGRAM 10 in I -4 in —H C) C) C) I I 1.5 ft T 3 in 1 FOOTING LOADING Live Load: Dead Load: Total Load: Ultimate Factored Load: Weight to resist uplift w/ 1.5 F.S.: PL = 1002 Ib PD = 467 Ib PT = 1469 Ib Pu = 2164 Ib U.R. = 408 Ib Mu = 4868 in -Ib Mn = 125944 in -Ib 15 in 6 in Project: 2011- 1828PLAN Location: EXISTING FOOTING Footing [2009 International Building Code(2005 NDS)] Footing Size: 2.5 FT Round Diameter X 10.00 IN Deep Reinforcement: #4 Bars @ 5.02 IN. O.C. E/W / (5) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = 1500 psf F'c = 2500 psi Fy = 40000 psi c= 3 in FOOTING SIZE Diameter: Dia. = 2.5 ft Effective Depth to Top Layer of Steel: d = 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Wood m = 4 in n= 6 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu = 467 psf Effective Allowable Soil Bearing Pressure: Qe = 1375 psf Required Footing Area: Areq = 1.67 sf Area Provided: A = 4.91 sf Baseplate Bearing: Bearing Required: Bear = 3413 Ib Allowable Bearing: Bear -A = 66300 Ib Beam Shear Calculations (One Way Shear): Beam Shear. Vu1 = 904 Ib Allowable Beam Shear. Vc1 = 12463 Ib Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo = 45 in Punching Shear. Vu2 = 2807 Ib Allowable Punching Shear (ACI 11 -35): vc2 -a = 49219 Ib Allowable Punching Shear (ACI 11 -36): vc2 -b = 79688 Ib Allowable Punching Shear (ACI 11 -37): vc2 -c = 42188 Ib Controlling Allowable Punching Shear: vc2 = 42188 Ib Bending Calculations: Factored Moment: Mu = 11342 in -It Nominal Moment Strength: Mn = 208511 in -Ik Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.69 in Steel Required Based on Moment: As(1) = 0.05 in2 Min. Code Req'd Reinf. Flex. Members (ACI - 10.5.1): As(2) = 0.83 in2 Controlling Reinforcing Steel: As -reqd = 0.83 in2 Selected Reinforcement: #4's @ 5.0 in. o.c. e/w (5) Min. Reinforcement Area Provided: As = 0.98 in2 Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld -sup = 10.29 in Note: Plain concrete adequate for bending, therefore adequate development length not required. Bruce S. MacVeigh, P.E. S 110' 1 14245 59th Avenue South ,_ Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:25:10 AM page a LOADING DIAGRAM 10 in 10 in F -6 in -1 I I P n 0 9 2.5ft 1 -4in P n n 9 2.5 ft -r 3 in 3 In FOOTING LOADING Live Load: Dead Load: Total Load: Ultimate Factored Load: Weight to resist uplift w/ 1.5 F.S.: PL = 1650 lb PD = 644 Ib PT = 2294 Ib Pu = 3413 Ib U.R. = 890 Ib Project: 2011- 1828PLAN Location: NEW FOOTING TO REPLACE EXISTING Footing [2009 International Building Code(2005 NDS)] Footing Size: 3.25 FT x 3.25 FT x 12.00 IN Reinforcement: #4 Bars @ 4.06 IN. O.C. E/W / (9) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover. Qs = 1500 psf F'c = 2500 psi Fy = 40000 psi c= 3 in FOOTING SIZE Width: Length: Depth: Effective Depth to Top Layer of Steel: W = 3.25 it L = 3.25 ft Depth = 12 in d = 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Wood m = 4 in n= bin FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear): Beam Shear: Allowable Beam Shear: Punching Shear Calculations (Two Way Shear): Critical Perimeter: Punching Shear: Allowable Punching Shear (ACI 11 -35): Allowable Punching Shear (ACI 11 -36): Allowable Punching Shear (ACI 11 -37): Controlling Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.85 Steel Required Based on Moment: As(1) = 0.32 Min. Code Req'd Reinf. Flex. Members (ACI- 10.5.1): As(2) = 1.61 Controlling Reinforcing Steel: As -reqd = 1.61 Selected Reinforcement: #4's @ 4.1 in. o.c. e/w (9) Min. Reinforcement Area Provided: As = 1.77 in2 Development Length Calculations: Development Length Required: 15 in Development Length Supplied: 16.5 in Qu = Qe = Areq = A= Bruce S. MacVeigh, P.E. & Rn4111131.-142 t, 14245 59th Avenue South X , 42 Tukwila, Washington 98168 StruCalc Version 8.0.104.0 5/10/2011 11:25:15 AM age of 1235 psf 1350 psf 9.66 sf 10.56 sf Bear= 19195 Ib Bear -A = 66300 Ib Vu1 = Vc1 = Bo = Vu2 = vc2 -a = vc2 -b = vc2 -c = vc2 = Mu = Mn = 5537 Ib 24131 Ib 53 in 16992 Ib 76519 Ib 134888 Ib 65588 Ib 65588 Ib LOADING DIAGRAM 12 in 12 in 1 I --6in— 1 P n n 0 n `I 3.25 ft I- 41n --I 1 l P 0 n 0 n 3.25 if 3 in 3 in FOOTING LOADING Live Load: Dead Load: Total Load: Ultimate Factored Load: PL = 8852 Ib PD = 4193 Ib PT = 13045 Ib Pu = 19195 Ib Weight to resist uplift w/ 1.5 F.S.: U.R. = 2297 Ib 93575 in -b 497474 in -Ib in in2 in2 in2 Ld = Ld -sup = October 28, 2013 Tim Le 205 S 112 St Seattle, WA 98168 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Permit Extension Development Permit D11 -334 Le Residence —12608 40 Av S Dear Mr. Le, This letter is in response to your written request for extension to Permit Number D11 -334. The Building Official has reviewed your letter as well as the dates of submittal, approval, and issuance of this permit. It has been determined that no extension will be made at this time. Consequently the expiration date for this permit remains as October 29, 2013. When it is determined that the construction will indeed move forward, a new application along with plans (meeting the current codes), specifications, and fees will be required. If you have any concerns or questions, feel free to contact me or Bob Benedicto, our Building Official, in the Permit Center at 206 431 -3670. Sincerely, R—Ctl1/4fr Bill Rambo Permit Technician File: Permit No. D11 -334 of ' W:\Permit CenteriExtension Letters \Denials\Permitsi2011\D11 -334 Extension Denial.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 10/H / P-31 3 RECEIVED CITY OF TUKWILA OCT 1 1 2013 M LE 020s' / ► Z -S PERMIT CENTER �K4flQ c,J q /6 �? 706)m)1 -26�'s 4 Lio 1,4 .�- X10 i) -3 ( Li aiLf; .6-g4vcE I tot Pis + a cLf r^D -'"" g4wi, /04/ZO /5 _Co ,WP 10I23I13 09 -03 -2013 TIM LE 9420 8 AV SW SEATTLE WA 98106 • City of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D11 -334 LE RESIDENCE 12608 40 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/29/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/29/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, -Aq) Bill Rambo Permit Technician File: Permit File No. D11-334 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fat 206- 431 -3665 April 29, 2013 Tim Le 9420 8th Ave SW Seattle, WA 98106 • Jim Haggerton, Mayor Department of Community ty Development Jack Pace, Director RE: Request for Extension Development Permit Number D11 -334 Le Residence —12608 40 Av S Dear Mr. Le, This letter is in response to your written request for an extension to permit D11 -334. The Building Official, Bob Benedicto, has reviewed your letter and considered your request. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through October 28, 2013. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, r dc? • City of Tukwila Ativ■c:),, �Jen lifer M rshall •Perrhit�Teclljnician File: DI1 -334 W :IPermit CenterlExtension LettersIPermits12o111D11 -334 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206- 431 -3665 • • April 19, 20 13 Tim Le 9420 8 Ave S.W SaAtt'le WA ')8106 City Of Tukwila Department of Community Development t: Permit iNo. Di 1 -334 Le Residence 12608 40 Av S Tuk,WA Subject: Request Permit extension. Dear. To whom it may concern. I am requesting extension on my building Permit No. D11 -334 Le Residence 12608 40 AV &,C. Due to my financial situation, I hope to resolve soon. Thanks for vour understanding. Sincerely, m Le 206 - 778 -2655 �x� gyres — (3 RECEIVED COY OF TUKWILA APR 19 2013 PERMIT CENTER • Os Z Q.•(k 4/20/o -144-ti: acidScliet."&44;14 61fiestd/ lial4d4tit9i&Wlea:4` e 04 -02 -2013 TIM LE 9420 8 AV SW SEATTLE WA 98106 City of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D11 -334 LE RESIDENCE 12608 40 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/01/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 05/01/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 'bzU) Bill Rambo Permit Technician File: Permit File No. DI 1 -334 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206 -431 -3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 11, 2012 Tien Le 9420 8 Avenue SW Seattle, WA 98106 RE: Request for Application Extension #3 Application Number D11 -334 Le Residence —12608 40 Av S Dear Mr. Le, This letter is in response to your written request for extension to Permit Application Number D11 -334. The Building Official has reviewed your most current letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date through November 2, 2012. The permit application shall be picked up and issued by the end of business that Friday, otherwise the application will expire. After expiration any further work on this project will require a new application submittal including clean sets of plans, specifications, and associated fees. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D11 -334 W:\Permit Center \Extension Letters \Applications\2011\D11 -334 Application Extension #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • q 4 .2o et< 'q-'`Q s. (.4) Deve.i of rie/ Pr r I tli/ / z 0 ( Dii 334 /6- ery. C oki fez, 0AI e- tiOd0 (7 00 3-73 6 -16 81 n4, 47 Abe. 1, Zoiz Rme r 5:411) OF i31)6 I IN ZZoIZ AST N4-p VC, CAP ON ; IOAD/ZOZ -4 lc Jp}LD -AJ RECEIVED Oft( OF TUKWI A OCT 0 2 20121 PERMIT CENTEP • Gity of Tukwila • te Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 1, 2012 Tien Le 9420 8th Ave SW Seattle, WA 98106 RE: Request for Application Extension #3 Development Permit Application D11 -334 Le Residence — 12608 40 Av S Dear Mr. Le: This letter is in response to your written request for extension to Permit Application Number DI 1 -334. The Building Official has reviewed your letter and determined that no extension will be made at this time. In order to further consider an extension, the Building Official has requested an outline of the circumstances which would justify an additional extension. If no action is taken and the permit application expiration date is not extended, the permit application will expire on October 8, 2012. After expiration any further work on this project will require a new application submittal including a clean set of plans, specifications, and associated fees. If you have any concerns or questions, feel free to contact me in the permit center at 206 431 -3670. File: Permit No. DI 1 -334 W:\Pennit Center \Extension Letters \Denials\Applications \D11 -334 Application Ext Denial.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r LL. il gct 010 i AJ0_ 5..+„,) Ye. 444. ! wA 1I /o C20"? ~% '? Q ,24c r ¢ik m, ,i7» cakd-/ Ak. tor -330 ,+ RIB. b II - 334 "_�� N Dr/ 33 4 rn4J RECEIVED CITY OF TUKWILA 2820121 PERMIT CENTER ( 0209 -779 ,2-e otaimlodr"ca - tvou� zYiz4 .",40Rtuovt , .06-ete4t, ,{� s 7oS- 1-2- 01 I*" 09 -04 -2012 O City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TIM LE 9420 8 AV SW SEATTLE WA 98106 RE: Permit Application No. D11 -334 LE RESIDENCE 12608 40 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/12/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 10/08/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File: Permit File No. D11 -334 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206 -431 -3665 A- s3L :d City of Tukwila July 10, 2012 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Tim Le 9420 8 Avenue SW Seattle, WA 98106 RE: Request for Application Extension #2 Application Number D11 -334 Le Residence —12608 40 Av S Dear Mr. Le, This letter is in response to your written request for extension to Permit Application Number D11 -334. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 90 days, through October 8, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, qtAjliNtd) File: Permit No. D11-334 W: \Pennit Center \Extension Letters\Applications\2011\D11 -334 Application Extension #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 al4o�ol '��a °61 d)C3 vj 2 /OZ,b,L 6 vi 4,--a-6 rc)frraf )(a EE cr'H•0 "1v Q 1A/ r � I N IAA•verd c,, Yr s yw�v 15 v0 • ,..,n-, /„ -) 1 J/b /v o rr )4 v � fr it q 'p(19 z go9Pl ;J P1 wuraq 4-rc;r5> (°e) 4 06 -01 -2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TIM LE 9420 8 AV SW SEATTLE WA 98106 RE: Permit Application No. D11 -334 LE RESIDENCE 12608 40 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/12/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 07/09/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall it Technician File: Permit File No. DI 1 -334 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 April 5, 2012 IP Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Tim Le 9420 8 Avenue SW Seattle, WA 98106 RE: Request for Application Extension Application Numbers D11 -334 Le Residence —12608 40 Av S Dear Mr. Le, This letter is in response to your written request for extension to Permit Application Number D11-334. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 180 days, through July 9, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, shall ician File: Permit No. D11-334 W:\Permit Center\Extension Letters \Applications\2011\D11 -334 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • April 03, 2012 From : Tim Le 9420 8th Ave S.W Seattle, WA 98106 206 - 778 -2655 RE: REQUEST FOR EXTENSION Permit Application No. D11 -334 LE RESIDENCE 12610 40 AV S, TUK W Dear : To Whom It May Concern... *IV OP MANED APR .0 3 2092 maw? loft* I am requesting an extension on my building permit No. D11- 334..Due to my financial been change, I need more time to getting financial lender approval in order to continue the Building project.. Thanks for the understanding... Tim Le 206 -778 -2655 qv ���d we oil lo°�Iv lie 4/4/20a 03 -01 -2012 • • A City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TIM LE 9420 8 AV SW SEATTLE WA 98106 RE: Permit Application No. D11 -334 LE RESIDENCE 12610 40 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/12/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 04/09/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 7:::jp ----gni__ Bill Rambo Permit Technician File: Permit File No. DI 1 -334 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 14, 2011 Tim Le 9420 8 Ave SW Seattle, WA 98106 RE: Incomplete Letter #1 Development Permit No. D11 -334 Le Residence —12610 40 Av S Dear Mr. Le, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 12, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the following comment. 1) Update elevations views to read North, South, East, and West. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, .fer Marshall it Technician Enclosures File: DI 1-334 W:U'ermit Center \Incomplete Letters \2011\D11 -334 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PEy ro - : \8 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -334 DATE: 10 -19 -11 PROJECT NAME: LE RESIDENCE SITE ADDRESS: 12610 40 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: � 1�1-t1 iTding Division V Pd61ic W ks� 1:-11 Fire Prevention Structural n Planning Division Permit Coordinator te I ❑I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -20 -11 Complete Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1)(1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 11-17-11 Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 HERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -334 DATE: 10/12/11 PROJECT NAME: LE RESIDENCE SITE ADDRESS: 12610 40 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENT : o B it ng Isl'n Public Works 4w\ c, ( :7 -t) re Prevention im, Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 10/13/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: lh Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: iv"- TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 /10 /11 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - I � ) /emu 1 L ❑ Response to Incomplete Letter # 111 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Chec Project Name: Project Address: 1 260q "CV 1��P_, �- -r k Utl to i �/�/ �- Q 1 �? g Contact Person: g(a y sa- V"&" 15 Phone Number: Summary of Revision: RECEIVED WV OF TUKW APR .0 8 2014 OERM1T Q NT'ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1.4 - -1 Li H:\Applications\Forms- Applications On Line\2010 Applications \7.2010 - Revision Submittal.doc Revised: May 2011 City of • Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /e11271-2,t( Plan Check/Permit Number: r / (- 3 4 0 Response to Incomplete Letter # ❑Response to i sp Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: .17,r (� Project Address: J 26 0 t' 5X ..4 -f , Contact Person: r (� Summa�� ision: Phone Number: (? ' 6) ' 7 g- 2 6 T r te. RECEIVED env OFTl1 LA OCT .I 2011 I3ERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date r. ' ion Received at the City of Tukwila Permit Center by: 2--Entered in Permits Plus on 1 Q' f T/H, I H:\ApplicationsWonns- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7 -2010 fit W DAB GITDWdRDA IBE17 MOM 14816 Milit ?oad South P.O. Box 6 0 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 Commercial: $100 Certificate of Sewer Availability OR Cl Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: q Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: D;,nu j J0) L.4. Phone:CC.1 ) 1 1 g - f f3,0 Property Address or Approximate Location: Tax Lot Number: o+4A-✓2 S A .r. / 2.4 viell 4 0 Co o'C / Legal Description(Attach Map and Legal Description if necessary): 134 o(o 061 / Part B: To Be ;Completed by Sewer Agency) 1. Da a. Sewer Service will be provided by side sewer connection only to an existing ‘ t/ size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 1I a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ PO 0 a. District Connection Charges due prior to connection: GFC: $ 8r0 °� SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County /Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required ❑ May be Required c. Other: 1)114404 I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from.4 a date of signature. By qz�� l0/9/20!/ Title Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District' s service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitationthat the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of Sewer Availability /Non - Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Dat JO. it \CC 130 I gall (AS MED) DEM WalTEST FIT rS APRE S \\._:,„ 5 0 REPLA OF T S. 126Th STRT WIER MEET) • 141.i." 3 z 0 • mt ;3 "'SFAIR 6. I I • l NO. 1..q 2 414161.0 0387 PL. A/110. • ftder terf731111/ tt.= TALE= STAMMER, ROBERT N. .0" 45 PL/ .1"C HEMENWAYTH.1 " HINENIVAY PHILIP 734060 0863 734060 0865 734080 0684 . sTCM303 A rLI kot —PA-RCEL afP rONDUCTOR LOT 3 I "a I LOT 4 1? 0.161 AC. 1°I) jittr.ON6O62 S:\Proposals\Lee, Tim-Tukwila-06-022 Tide Farnum SP\dwg\TMP-06-022-Topo-04.dwg, 4/1/2011 4:16:06 PM, Adobe PDF CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: Site address (attach map and legal description showing hydrant location and size of main): (.°' �40 �3aroD o66f O9. er 01114110 "«� , 6r f ti » uNOttt 00' ' . , l Name: v, Name: Address: ,g(3.-- S- 1 sy Address: qit t. f1< -....J Phone: r G7.6) "_ -) y - 1 ij 3 O Phone: 42-€) C - -7-7z7- ZG s �-S' This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): A ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): (A)C( -�e.Y Di sir / e4 / o� 5 Owner /Agent Signature Q/4 /?-0 Date 1. The proposed project is within ,� f,� i,�J 1 C l<' i M ed (City /County) 2. ❑ No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: kiii SiU ER✓k vi 1/ AJA 7b � �%C� /4 / /1 5ERWCE LiNC_ (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of Z9CO gpm at 20 psi residual for a duration of 2 hours at a velocity of /4 fps as documented by the attached calculations. 5. Water vailability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. I hereby certify that the above information is true and correct. K1 oe � a, “.14-ra72 iP -1 s'r �2i r 1 v 5 Agency /Phone ZOO Z�2 6154/7 D11-m4 By ID-- 4--11 Date E-xi i QED This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16-03 • Attachment to Certificate of Water Availability King Co my ater District No 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature Date /6 4', / District Representative Date iC2/ / �/ Indemnification and Hold Harmless and Permit Temporary. in Nature Reference Number(s) of Related Document(s): Grantor: TIM LE, an Individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Within 40`h Ave. South and adjacent to 12610 40`h Ave. South. Abbreviated Work Description: Work within the City Right -of -Way including driveway accesses, and utilities. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. 1 • • IN WITNESS WHEREOF, said individual has caused this instrument to be executed this I day of Ai;; ,,% , 2011. Property Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that 1,( is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated 1y,ti L/ (mot. /y,t� Notary Public in and for the State of Washington residing at t :c v it 11 My appointment expires O'5 "t q -/ DATED this GRANTEE: CITY of TUKWIL By: & i�- Print Name: Its: 1 • day of N(,‘ri (!'ll t' r , 2011 Bob Giberson Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. t srs 4044it. = s° ` • ` NOTARY PUBLIC in and for the State of Si, #'��y� Washington, residing at / -c ,oP WASO Name: -1 / /Oil %e ( //0 c My commission expires: () k / (/ American Prestige Homes Inc • Washington State Department of Labor & Industries • Page 1 of 2 American Prestige Homes Inc Owner or tradesperson Stevens, San Y Principals Stevens, San Y WA UBI No. 603 377 564 PO Box 46002 SEATTLE, WA98145 206 - 853 -4525 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ............ ............................... Meets current requirements. License specialties GENERAL License no. AMERIPH864JD Effective — expiration 04/04/2014 — 04/04/2016 Bond American Contractors Indem CO Bond account no. 100243404 $12,000.00 Received by L &I Effective date 04/04/2014 03/14/2014 Insurance ........... ..... Western Pacific Mutual Ins Co $1,000,000.00 Policy no. WPGL4600055714 Received by L &I Effective date 04/04/2014 03/24/2014 Expiration date 03/24/2015 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings during the previous 6 year period. https: / /secure.lni.wa.gov /verify /Detail.aspx ?UBI= 603377564 &LIC= AMERIPH864JD &SAW= 04/08/2014 • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplan@ ci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ) 1 AJ ss. [please print name] , states as follows: PERMIT NO: / I — 337 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number / 3, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner /Owner's Agent* Signed and sworn to before me this Z- day of Nut/ , 209Z2_ NOTARY PUBLIC in and'for the State of Washington Residing at , County Name as commissioned: kG/�'1 My commission expires: / 'f 18.27.o90 Exemptions. The regieion provisions of this chapter do not apply toe 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.07o, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electricaIpontractor's license under chapter 19.a8,RCW',that'einploys;a certified journeyman electrician, a aatified re'si'dential specialty electrician, or an electrical;tralnee meeting,tlie requirements of chapter i9428 RCW to perfoiin plumbing work that is incidentally, directly, and immediately appropriate to the like -in -knd replacement of a'hbusehold appliance or other smaliitiogeholcl utilizationseyiiipment that requires limited electiie power,andanited waste and /or water connections. electrical trainee must be supervised by a certified electriciali while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions.