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Permit D07-358 - POWELL HOME BUILDERS - NEW HOUSE
POWELL HOME BUILDERS 1220750AVS D07 -358 Parcel No.: 0179001725 Address: 12225 50 AV S TUKW Suite No: Tenant: Name: POWELL HOME BUILDERS Address: 12225 50 AV S , TUKWILA WA City,A Tukwila Owner: Name: POWELL BUILDERS INC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: Contact Person: Name: TODD POWELL Address: P 0 BOX 98309 , DES MOINES WA 98198 Phone: 206 -423 -2256 Contractor: Name: POWELL BUILDERS INC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: 206- 824 -8001 Contractor License No: POWELBI949ICD DESCRIPTION OF WORK: NEW 2080 SQ FT SINGLE FAMILY RESIDENCE WITH 495 SQ FT GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, WATER SERVICE LINE & WATER METER, SANITARY SIDE SEWER, UNDERGROUNDING OF POWER, FLOOD PRONE AREA, AND STREET USE FOR CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC-10 /06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us $215,849.65 DEVELOPMENT PERMIT Fees Collected: $34,590.09 International Building Code Edition: 2006 Occupancy per IBC: 22 * *continued on next page ** Permit Number: D07 -358 Issue Date: 02/27/2008 Permit Expires On: 03/23/2009 Expiration Date: 05/04/2008 D07 -358 Printed: 10 -24 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: Print Name: 9 � - City a,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.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y 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: Y LaXLCD, 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 permit 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. Signature: Date: A/711/66 Permit Number: D07 -358 Issue Date: 02/27/2008 Permit Expires On: 03/23/2009 Date: lv �d�� — V 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. doc: IBC-10 /06 D07 -358 Printed: 10 -24 -2008 Parcel No.: 0179001725 Address: 12207 50 AV S TUKW Suite No: Tenant: Name: POWELL HOME BUILDERS Address: 12207 50 AV S , TUKWILA WA Owner: Name: POWELL BUILDERS INC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: Contact Person: Name: TODD POWELL Address: P 0 BOX 98309 , DES MOINES WA 98198 Phone: 206 -423 -2256 Contractor: Name: POWELL BUILDERS INC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: 206 - 824 -8001 Contractor License No: POWELBI949KD Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC-10/06 Cityf 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.ci.tukwila.wa.us $215,849.65 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 358 Issue Date: 02/27/2008 Permit Expires On: 08/25/2008 Expiration Date: 05/04/2008 DESCRIPTION OF WORK: NEW 2080 SQ FT SINGLE FAMILY RESIDENCE WITH 495 SQ FT GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, WATER SERVICE LINE & WATER ME:mttt, SANITARY SIDE SEWER, UNDERGROUNDING OF POWER, AND STREET USE FOR CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY. Fees Collected: $34,474.09 International Building Code Edition: 2006 Occupancy per IBC: 22 D07 -358 Printed: 02 -27 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y 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: Y Permit Center Authorized Signature: 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 permit 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. Signature: Date: O Z' 7 Print Name: -1 el 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. doc: IBC -10/06 City aTukwila �- Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -358 Issue Date: 02/27/2008 Permit Expires On: 08/25/2008 Date: D07 -358 Printed: 02 -27 -2008 Parcel No.: 0179001725 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 12225 50 AV S TUKW 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.ci.tukwila.wa.us POWELL HOME BUILDERS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -358 ISSUED 09/14/2007 02/27/2008 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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. 13: Except for direct vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: 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. 15: 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. D07 -358 Printed: 10 -24 -2008 19: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila 27: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 -3670). 18: 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. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 23: Maximum grade for all projects is 15 %. 24: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 28: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 29: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 30: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 31: 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. 32: Any material spilled onto any street shall be cleaned up immediately. 33: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally D07 -358 Printed: 10 -24 -2008 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.ci.tukwila.wa.us insured). 34: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 35: Owner /Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 36: OWNER/APPLICANT SHALL SIGN A HOLD HARMLESS AGREEMENT, SIGNED BY NOTARY, FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 37: 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. 38: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 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. 39: 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. 40: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 41: OWNER/APPLICANT SHALL COMPLETE AND PROVIDE TO PUBLIC WORKS AN ELEVATION CERTIFICATE. doc: Cond -10/06 * *continued on next page ** D07 -358 Printed: 10 -24 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. 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.ci.tukwila.wa.us Date: doc: Cond -10/06 D07 -358 Printed: 10-24 -2008 Parcel No.: 0179001725 Address: 12207 50 AV S TUKW Suite No: Tenant: POWELL HOME BUILDERS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 358 Status: ISSUED Applied Date: 09/14/2007 Issue Date: 02/27/2008 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: 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. 15: 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. D07 -358 Printed: 02 -27 -2008 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.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 23: Maximum grade for all projects is 15 %. 24: Adequate ground ladder access to rescue windows shall be provided. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 27: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 28: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 29: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 30: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 31: 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. 32: Any material spilled onto any street shall be cleaned up immediately. 33: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). doc: Cond -10/06 D07 -358 Printed: 02 -27 -2008 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.ci.tukwila.wa.us 34: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 35: Owner /Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 36: OWNER/APPLICANT SHALL SIGN A HOLD HARMLESS AGREEMENT, SIGNED BY NOTARY, FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 37: 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. 38: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 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. 39: 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. 40: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 41: OWNER/APPLICANT SHALL COMPLETE AND PROVIDE TO PUBLIC WORKS AN ELEVATION CERTIFICATE. doc: Cond -10/06 * *continued on next page ** D07 -358 Printed: 02 -27 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 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.ci.tukwila.wa.us Date:-4 D07 -358 Printed: 02 -27 -2008 I »07 Site Address: 1' .f - A I..1 Tenant Name: Fit( rite •S• tJt �-DEi� Property Owners Name: Ppwel--1- $' ' taut t- Mailing Address: i 153Cam AS"a 01 Name: - TZs M Pert.4.4 t..►._ Mailing Address: Pe) si.co •. 9 &30 q E -Mail Addreseinb P Pbe,•E 4Ot4" CO 1 Company Name: M:41 6t) t s—b - /W C_ Mailing Address: ? bdx CE 3o Contact Person: Ibt Powt - i— E -Mail Address: rr 1.4104E • Cdk Contractor Registration Number: i'blurc't._yga grim )t.8t Contact Person: C, 'fltY "WO E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citulcwila.wa.us Contact Person: E -Mail Address: Q:Npplications\Fonns- Applications On Line\3 -2006 - Permit Application. doe Revised: 9-2006 bh C.'3 /44 o //JP] City ;Les 1?E3 City Building Permit No. 1)0 - 358 Mechanical Permit No. MO j q Plumbing/Gas Permit No. I �O7 z�M Public Works Permit No. Project No. rb'lt175 (For office use only) 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 ** SITE LOCATION King Co Assessor's Tax No.: O17 IYcO / - 7 2S Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No ta State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (1.c+C7) g4 - ZZS I. City State Zip Fax Number: 0.60 $ 7 416 30 /Tel f 8 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) HD /A/H'S ILA City State Day Telephone: ( ?0) Fax Number: (706v) ctS7• - 110 Expiration Date: 1CP aitk -e v 8' qv 9c Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: S a c M £ S - A I V D E P S D A ) 3 1 (JJ Mailing Address: U) a4 mT ..) 3 (o ebMDitJOS 444 9&0246 State Zip Day Telephone:('iZ.) 77417 - 10 ,7 G tp Fax Number: (t( ) 7rf& - (o' ee, ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ I Bt:x2 Existing Building Valuation: $ Scope of Work (please provide detailed information): G,•/t.351'R -V0T oJeat> S /nlC�c,� FBI M1L..( pe . t o ems, c.E tv r o /3A9 ,7 Will there be new rack storage? ❑ Yes 1,$.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): N � Floor area of principal dwelling: K A' Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. 1\t/A Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: Compact: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinlders ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. 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. Q:Upplications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor _7 150 2 Floor ( 30 6 3 Floor Floors thru _ Basement Accessory Structure* Attached Garage d-/ T 5 Detached Garage Attached Carport Detached Carport Covered Deck .._ Uncovered Deck BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ I Bt:x2 Existing Building Valuation: $ Scope of Work (please provide detailed information): G,•/t.351'R -V0T oJeat> S /nlC�c,� FBI M1L..( pe . t o ems, c.E tv r o /3A9 ,7 Will there be new rack storage? ❑ Yes 1,$.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): N � Floor area of principal dwelling: K A' Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. 1\t/A Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: Compact: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinlders ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. 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. Q:Upplications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Wa r District Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Scope of Work (please provide detailed information): GONtifeCT - ry PAC ILd TI P7 Seyer District Tukwila ❑ ... ValVue ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Su itted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond i ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance Qi.Construction/Excavation/Fill - Right -of -way ✓ Non Right -of -way •[...Total Cut Zo cubic yards Total Fill 2.0 cubic yards `.Sanitary Side Sewer ❑ ...Cap or Remove Utilities Frontage Improvements V ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water g...Permanent Water Meter Size... t-( " DI ...Temporary Water Meter Size .. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ff Q: Applications\Fmms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ff (Wu!) 50- Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline El .. Renton wo 5 to¢ r , 6 O1 WO # WO # Private Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ` ❑ Work in Flood Zone Storm Drainage ❑ .. Abandon Septic Tank ❑ Curb Cut Pavement Cut ❑ .. Looped Fire Line Please refer to Public Works Bulletin #1 for fees and estimate sheet. El .. Renton ❑ .. 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. ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) El .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ Channeli ?ation Trench Excavation Utility Undergrounding ❑ ...Dedu Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: - Ad LI 11t- )tty0ep_� Mailing Address: fb wedc rs &‚7 /Ko,At s, Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: (scab) f52M 42.00I City City test "819% State Zip Day Telephone: State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU I Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat I 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove ( 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Use: Residential: New .... Commercial: New .... ❑ MECHANICAL PERMIT INFORMATION - 206 - 431 - 3670 MECHANICAL CONTRACTOR INFORMATION Company Name: C-4 "7"T r - #00E--A L Mailing Address:g2.O2- A JP UO, J t4 ,s Al ASP g Contact Person: T GtaN NlNU4 4M E -Mail Address: AV - Contractor Registration Number: G r7Y3K*K 1 73a - A Valuation of Mechanical work (contractor's bid price): $ y, CVO Scope of Work (please provide detailed information): -ARoV i UE 4 a , '"•i-es. IA17=6,P dtts #' I — rtk- .rirl,.0 —, • Q:Npplicationswonns- Applications On Lined -2006 - Permit Application.doc Revised: 9 - 2006 bh Replacement .... ❑ Replacement .... ❑ r WA 96002- City State Zip Day Telephone:(255) F56Z Z4 7 '-( Fax Number:0-S Et6S Z Expiration Date: Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Z Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 3 Bidet Food -waste grinder, commercial '- Receptor, indirect waste Clothes washer, domestic / Floor drain — Sinks 5 Dental unit, cuspidor Shower, single head trap Urinals --' Dishwasher, domestic, with independent drain I Lavatory Water Closet 3 Building sewer or trailer park sewer Rain water system – per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets – six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Q:Upplieations\Fomss- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh PLUMBING AND GAS PIPING PERMIT INFORMATION — 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: t'K IP V Mel W L-1 Mailing Address: g' eta 6 0JC. 51 •,4 ut3.,PA► t A 9 $ City State Zip Day Telephone: (z-53) F' 3'S' 31 2 Fax Number: ( 74 9 �'3' • Si Z-Z- Contact Person: 1.11 ICE E -Mail Address: -" Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ ,0.6. 1 4 i 70 Valuation of Gas Piping work (contractor's bid price): $ , .4c.' • ` 2. 47°4> Scope of Work (please provide detailed information): PI iv t cze 4 t rV 5'I-N-'— pi—to N 13 /a /U' 4I k1 )2- % 4 ) synuA- r�--ta PiPll&r6 Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: 'no ►awe •. Sewer: "1 ■e-w I r- A Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: d9b Print Name: — 3 . 010 +T44 -,4a . 4" cac. Mailing Address: Pew px 4 7 Sir s cD 9 Date Application Expires: _v Date Application Accepted: Q:Upplications\Fomis- Applications On Linel3 -2006 - Permit Applicason.doc Revised: 9 -2006 bit Day Telephone: (ta) 67J'{ I City qsr l 4Sr State Zip Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -03889 Initials: LAW User ID: 1632 Payee: 0179001725 12225 50 AV S TUKW POWELL HOME BUILDERS POWELL BUILDERS INC TRANSACTION LIST: Type Method Descriptio Payment Check 23665 ACCOUNT ITEM LIST: Description PW PAVEMENT MITIGATION 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.ci.tukwila.wa.us Amount 10,560.00 Account Code 000/344.101 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $10,560.00 Payment Date: 12/05/2008 01:02 PM Balance: $0.00 Current Pmts 10,560.00 Total: $10,560.00 D07 -358 ISSUED 09/14/2007 02/27/2008 0234 12/05 9716 TOTAL 10560.00 doc: Receiot -06 Printed: 12 -05 -2008 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -03101 Initials: JEM User ID: 1165 Payee: 0179001725 12225 50 AV S TUKW POWELL HOMES TRANSACTION LIST: Type Method Descriptio Payment Cash ACCOUNT ITEM LIST: Description PLAN CHECK - RES 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.ci.tukwila.wa.us POWELL HOME BUILDERS Amount Account Code 000/345.830 RECEIPT 58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Current Pmts 58.00 Total: $58.00 ..•r.Ti. )S/29 77 16 D07 -358 ISSUED 09/14/2007 02/27/2008 $58.00 08/29/2008 02:19 PM $0.00 doc: Receipt -06 Printed: 08 -29 -2008 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02692 Initials: JEM User ID: 1165 Payee: TRANSACTION LIST: Type Method Descriptio ACCOUNT ITEM LIST: Description doc: Receiot -06 0179001725 12225 50 AV S TUKW POWELL HOMES Payment Cash BUILDING INVESTIGATION 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.ci.tukwila.wa.us POWELL HOME BUILDERS Account Code 000/322.800 RECEIPT Amount 58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 07/22/2008 11:50 AM Balance: $0.00 Current Pmts 58.00 Total: $58.00 D07 -358 ISSUED 09/14/2007 02/27/2008 Printed: 07 -22 -2008 Receipt No.: R08 -00544 Payee: POWELL BUILDERS ACCOUNT ITEM LIST: Description BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 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.ci.tukwila.wa.us 000/322.100 401/386.550 000/345.830 000/342.400 000/342.400 402/379.004 000/386.904 104.367.120 401/379.004 401/379.002 401/342.400 401/386.520 401/343.405 RECEIPT Parcel No.: 0179001725 Permit Number: D07 -358 Address: 12207 50 AV S TUKW Status: APPROVED Suite No: Applied Date: 09/14/2007 Applicant: POWELL HOME BUILDERS Issue Date: Initials: WER Payment Date: 02/27/2008 11:28 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 22860 32,750.03 Account Code Current Pmts 2,037.02 5,674.00 10.00 23.50 150.00 15,000.00 4.50 1,013.88 8,247.13 60.00 15.00 490.00 25.00 Total: $32,750.03 Payment Amount: $32,750.03 9.163 02/27 9710 TOTAL 33234.25 doc: Receiot -06 Printed: 02 -27 -2008 Parcel No.: 0179001725 Permit Number: D07 -358 Address: 12207 50 AV S TUKW Status: PENDING Suite No: Applied Date: 09/14/2007 Applicant: POWELL HOME BUILDERS Issue Date: Receipt No.: R07 -01988 Initials: WER Payment Date: 09/14/2007 02:33 PM User ID: 1655 Balance: $2,191.52 Payee: POWELL BUILDERS INC TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description Payment Check 22336 1,724.06 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 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.ci.tukwila.wa.us Account Code Current Pmts 000/345.830 000/322.100 000/345.830 RECEIPT Total: $1,724.06 Payment Amount: $1,724.06 1,324.06 250.00 150.00 2911 09/14 9710 T!OT,-".. 1829.37 doc: Receiot -06 Printed: 09 -14 -2007 P filet �9YV� C, Type of� Pe '\/ 4 I 1 u F Adi r s2 2 CJ Q 4 u S Date Called: c (, l C i�l v (Z Special Instructions: Date Wanted 1 2_ /7 � 0 ..iii. �m. Requester: Phone No: 206- 73O -65 o e-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IZ 63 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 RO7 Approved per applicable codes. Corrections required prior to approval. 7 COMMENTS: L-& 4t4 ( t�T P 'inspect I 7 El $60.00 REINSPECTION F'E RE1411 ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sui a 190. Call to schedule reinspection. 'Receipt No.: 'Date: ) -1 o COMMENTS: T of Inspection: v ..v Address: 1 sly 4 S Date Called: ecial Instructions: Date Wanted: Requester: (---) A QC - X 1 ( (C,6_1, ,,- , ,E ,e, - kJ -Q-' -- — 5 e-\e ,ejl D 44 A) (.0 & S!) 6 AO A- [J 4A6 ,- . 11- A 01 ° 1,_)J GC___ c-v1 1--DI re c ) x Pro , /16 T of Inspection: v ..v Address: 1 sly 4 S Date Called: ecial Instructions: Date Wanted: Requester: Phone No: ,.O ‘ -2256. -A* INSPECTION RECORD Retain a copy with permit /).!) 7-35e INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IQ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ❑ Approved per applicable codes. 'inspect r: tt � orrections required prior to approval. ( , > 4- y n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: 1 Proje : (o0,P:t ( t(il i j Type of Inspection: N. /A) 1 Jill Address: II / 227 3 5 _kuL 1 t4 Date Called: ,., Special Instructions: Date Wanted: // v ( a.rry. I U Q p.m. Requester: Phone No: _ 7.t)(- 1 3o - 1.0 3j- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 k (206)431 -3 Approved per applicable codes. L ikemb , ' Do') -35$ Corrections required prior to approval. COMMENTS: 1 lnspecor: (Date: _ ` l� t � El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Pro ct: t �la�cfs Type of Inspection: / L (ctI4� l \,..2 Address: -t 1 2215 co —,(1/e._, f --) Date Called: �- Special Instructions: D Z '7 S 4 Z U( b ' \ / Date Wanted: /G, �� - a.m.. Requester: Phone No: I -1(5 0.p proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t` 6300 S outhcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Corrections required prior to approval. COMMENTS: (Inspect ( t ate, El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: r.i ,, � l (^ 1 ) L.. g J rAo_e 4. i0 — zg C,kr dd4/1 0 A 4'j / I Address: 1 2 Z2 S Y ' S Date Called: M /(.J i ) 0- ( . Q - 6 ✓ A `' cm eA1 b 47P -- ji A f J I x- 0 h —. l,A—( i» M I ; A. J 0( A-1 D AJ P LAW • /\0 Li w tiJ i Project: / GW e/I /Jibe Vz Type of Inspection: f /11/ 4 ✓6 4'j / I Address: 1 2 Z2 S Y ' S Date Called: Special Instructions: Date Wanted: r J — / 6-dg _ Requester: Phone No: 0 770-• S ,3/j INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dd73s8 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 1 Inspecto( , ( (� � (Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: v ` . 3e' �7�.' �,t' t "�•1Af"1P:iiel+..w�r+rr�e�, "�'1 �19..iRe "`+ E� ... ,ai6.,_ � w J. �.L3F .xc•.ti= �E�.r,.►w.ai COMMENTS: ( j) (-) J bA h) 4 G � 7 _ (t' c- •A'tca I t ��� -1- � l , n - t 1„ c,� S �1 _ r eik4-_ t,.: I\ t -) S 2 . J) S -I if P -SJ 5 )--\.`; :k .1-- i/`-e .) AJT Date Wanted: - / . dr r z /ALT k it\ 4 6 -(Jr db `r- A o rc _J -Jb :1" c ( - 5 " \. /.e� �l / } i /mac SA (--"( ,:y n 5 e e_-( l9 .. — 6J iU ( LDv-'I Proj e ki Type of spection: `'- Address: , k x I 'a '7 _S - ,. ) Date Called: .----.. Special Instructions: Date Wanted: - / . dr p.m. Requester: Phone Np � ►3 INSPECTION NO. INSPECTION RECORD DDr1 ,3 st( Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION a- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ❑ Approved per applicable codes. i Corrections required prior to approval. (Inspector I le.k. (Date: 6 `( $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Pr ct: L atLe 1 tb�e j Type of Inspection: ((a A , r Address: r i r 2 I7:2 ; h � � S� Date Called: 1 Special Instructions: Date Wanted: 7.7 a.m. 3-- Requester: Phone No: '?.()C, — r i 3 —( ,,q3(c INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r re,-a . J/ time I Inspector 1Date: 7 7 j ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: COMMENTS: I- c Type of Inspection: 1 R A AAi N(_,, Address: 1 22 ? 5 ),w Date Called: Special Instructions: 0 S i Date Wanted: 0 ,) i,---, 2 (0 --- e__ ___5(„p,_,... ( (..)pr-ct (,,,..1 u no- ' \ ' p Alt p _ef p , S-0-- X 31 — ? [)0S 4''o.c, ser S11 - %s- h -1-‘'0. eil F I Pro' We 1 I- c Type of Inspection: 1 R A AAi N(_,, Address: 1 22 ? 5 ),w Date Called: Special Instructions: 0 S i Date Wanted: a.m? Requester: Phone No: ..1o( X36 6 3 v INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Approved per applicable codes. Corrections required prior to approval. I lnspe or: Date: n 2( _J r f $60.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: b ) f COMMENTS• ti ot., pIP nl ` I;A 1 144 I {fX f lDu1et Etz ' s- .e-zwilleiG A.48(a(VA 1 i 1 5! lei ,Sri ' eAe,7/.1 - 7 . 3 1 Qp /e /1 ;) .`n, ,‘71C 5!ot 01 f 1 ti SI i , i s — Se h-( peA el N s1-6 S p) fv 1 ,;,,,,,, r--,t / < -' -- ,,,t r [Ai) I --, /\1Nq i Sd t ■ X ,c -` A-Le. -" , 1\-A •,11 rA ks - i,om (P_SS /1,34/4 MJA 4 A-ia 6 t AA OM( COI,. n _ n r . 3 X 51/ lr r- e p6 ( P'`'c`CS r_ -2, - eJ dref's 3'' 0-c. e -, A.- J ,- T .St GN,lG 1...5,sl! 1 ,J r -�� — 1 �!e10 �1 1 "D. C. "eii-ISo ox, 1 rr'-q.1 o, rear tip( 44 tic_ of_ h aulL Go.c-j((i A 0 6 A-Me i1t tf 54etttJA -If( - ti . Proje - j / /64e= Type of Inspection: c /NG Address: /2225 SO 40 Date Called: Special Instructions: 0 01 Date Wanted: 2 r 0 f p.m. Requester: Phone No X 6,6 — 730 — C ''cj3(-2 3 J dA INSPECTION NO. INSPECTION RECORD Retain a copy with permit 16)) 7-3g PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I Date: 7 El Approved per applicable codes. orrections required prior to approval. !inspector: Zk /J " C C. , ri $60.00 REINS ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: prd u/l- / \, L . t o,,,-44-4 5 k eeY rd d'. /1-00/34 (a' I - JAc LA J t I A __ (-) n C _ .....� 1 ) (! VU ‘. ji, o!- Sj/i,.4.l ( 4fd 1 Date Wanted: �. - / 7- de . Asp 2 CJ : 6 A I P c,t')r4 A ,A T,dA jriA a itst''` - (41 0r lAAf Sk4 6• r &A trt < t 1 WAS ; ,Acrkik el., Ot n. AS 6'. OA 1 I Ske 1,_ . - - , " I)r : 3 r -!'k kn ,. t l\ Project: / /71 0/rnr% C Type of Inspection: .1�/`7 Address: /Z2S J 4S Date Called: S pecial Instructions: Date Wanted: �. - / 7- de 0:17 p.m. Requester: Phone No: .2o6- 73 O 'G i'3 f' INSPECTION RECORD Retain a copy with permit INSPECTI e N NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 U Approved per applicable codes. Efrortions required prior to approval. nspect r: t I El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'I 1)0 -5 s PERMIT NO. Date: } , r ) - 441 COMMENTS: 4. 0�.4,{ e tM e f� i 0A ( t 1 � fte d u n - / C , J A-1( s 11.ei, f S0 ( c_A./k • /ILJ(4 rjcic ( r- e-? it , Address: e....-- „yes Date Called: ( (,J [J ACT. a ^. - S :..s T e-r 7 _XCo A Srj,. S edal Instructions: P 1 �ZZc co r Requester: c v_j_ J ate Wanted: 6 // //0G .: �l -. - „,,.5Th1 R_.5 u f” .A_,‘ e..0 3'-- t ,),„ i—v tJ -1(. . a/ D A 1k-.- A. / 0 cr O . e . . , I Projeeti S Type of Inspection: �� ac // Address: e....-- „yes Date Called: --� .. r� .fl S edal Instructions: P 1 �ZZc co r Requester: S� ate Wanted: 6 // //0G a Phone `” 730 -023/ _44 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: PO wP 4 e 5 Type of Inspection: , j . W fl'i t jheA ` 5 iteeti Address: IZ2,5 5O AOI; Date Called: 1 Special Instructions: • ' 2�3 717 1 / a Date Wanted: .m (11 Requester: Phone No: 7S3 —`11 -232 SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector r;b r a .mot` �- r 4) r INSPECTION RECORD Retain a copy with permit DO'7 -35cY PERMIT NO. f- (206)431-3670 Date: s _'7 ED $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: COMMENTS: t c t AG. I { ,4 -c /,i . _ ( a -1 0:1- /)/ 3 fAt,J 5 frdA C 1 Ad £ _ �, pru i /A /___.,f) k po f t „ rCf , `c5 / i ie f a ___ n /' e . //t l / A . -- / t(__ !,' /I Jn P — ;7 S . n X117 5- iJt/ .\/ A _0 A off i t Ai . iito /Y5" , -! T — t(,0 - /,/- ( AA < AJ" r s-e e- TZ ., ( r e ---2,11 /,-_,. .i :0A F v -'. ( A ek( 7r ct 7 e/C LA( P , i4- f e - ./--sg ')^ fee P _l Type f ns ww .. Ad £ _ �, pru Date Called: Special Ins tructions: Date Wanted: � Z.:2- - Ge5 �' .. :iY P.m. Requester: INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. c7 e) orrections required prior to approval. (Inspector 4 Dater El $58.00 REINSPECTION FEE EQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type o nspecY n' D l 1 e IS( CiCti Eb c)(Ji (l) o S A\ J E■ a iV i7e, " J LAC t D Ac._ �� 1,0-/_01016r � A - D t t i - - n ,�. t . ,.s AO D i v Phone -- 7 ?3Z7 i 1 Pro t: , �lC // /7/ Type o nspecY n' D ( 774 Address: Date Called: Special Instructions: Date Wanted: ,---- /C—eP e Requester: Phone -- 7 ?3Z7 INSPECTION RECORD Retain a copy with permit /)17d5E- NSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P' 6300 Sout hcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Insp¢ctor: !, Date: s - 1 tuk- ❑ $58.00 REINSPECTIO , FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call the schedule reinspectiop. Receipt No.: Corrections required prior to approval. 'Date: Pro �e !, - , (O Lt ei Type of Ins e Oi' (� dJ` / / jt AT Address: li — Date Called: Special Instructions: / Date Wanted: 3-- ( ...--01,,, — a:m. m Requester: Phone No: ZS' i - 9 _(J/ ' z327 Da`) -3sk INSPECTION RECORD Retain a copy with permit INSPECT •N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION a, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: Date,; S U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ProjeeN OCAJ a— fifoc Type of Inspection: F (2 JcZ Date Called: l Address: 122- 6 Au Special Instructions: / Date Wanted:. i 4 / lir loco p.m. Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION re 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 E l Approved per applicable codes. COMMENTS: l inspe tor: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Corrections required prior to approval. rate:4 —0e Proj54: , /1 Mfiii Type of Inspection: 1: 4 lit it/ Ain // Address: /2_207 So 4v S Date Called: Special Instructions: 7 Date Wanted: .3 — 3/ —dli p.m. Requester: Phone No De) 7-3 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. U Corrections required prior to approval. COMMENTS: 4 Inspe Date$ _ 3( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Dli 14 Type of Inspection: - OI Al Address: Date Cailed: Special Instr Date Wanted: (q f / Or /AY'. p.m. Requester: Phone No: Approved per applicable codes. O o -35 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: f? e , Po t sm-a Inspect Date: 3 f f _ d r/ El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: ad ft INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro �! c e/d /hoe. �k& Ad ress l.2 e� , '� 5 00 ✓�' s Special Instructions: /41s T PAS / /5 log Type of specti Date Called: taw Date Wanted / fI / Request k lissom. Phone No: El Approved per applicable codes. COMMENTS: (Inspector: PS 'Date: 12_ I g / ri $60.00 paid at 1 6300 Southcenter E Prior nterBl d., Suitte 1100.Call to schedule rein pection. (Receipt No.: 5 'Date: 1 INSPECTION RECORD Retain a copy with permit I DOI - 3S? PERMIT NO. El Corrections required prior to approval. COMMENTS: — F; tv-1U -1 - F VI A.. 1 _ F Vi ON ` - F ✓lam - 1via"..._1 L - r 1 vi( e P.e v101 ( �v j p r/G ie-,i1 vn 1 1 c l -Pees. t&SeOt on ,46 x li D (+ 2.' CA . s 7;1, = 3- '' x41'= 1 4@puu- root) • - - i00...(ed 15 Qom,(Ok I, 6300 Project-, Type of n ei l 11-tne R a-(rs kin Address: Date Called: ` /�, 3 'U� /ads 50 Rye 5 Special Instructions: Date Wanted: a. m. OK 4-0 raece.se /:Y �e ?. // / /Yk & Requester- /� � 'L»(/ (a/1?( i'yycttu,,,) c pet.t ,n fu I I N/io /0b Phone o: » " 67.S& P /1,101 K it r' h i } - - c « S ? )!' 6 70 D - INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION S ou t hcente r Blvd.. #100, Tukwila, WA 98188 (206)431 -3670 AtJ I I Approved per applicable codes. El Corrections required prior to approval. Inspector: (1)05 IDate: r( /14 fin $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION S ou t hcente r Blvd.. #100, Tukwila, WA 98188 (206)431 -3670 AtJ I I Approved per applicable codes. El Corrections required prior to approval. Inspector: (1)05 IDate: r( /14 fin $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project 5 avoe n Type of Inspection: C-e- Address: r Date Called: Special Instructions: Date Wanted: i a (I a.m. p.m. Requester: . 5 retpe //)q/1414 Phone No: 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 I: Approved per applicable codes. COMMENTS: hJf k h di f T)7 ifikAL, f.. au). 72) f4d4,24 - ,/J.-?fl 0 4 CrAll 140 44-1) &La etpArt-A- iyLdt l 'nsPect°r: e.0 r ate. q(-7 A" ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, ' fee must be '—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: 'Date: • ... ,:- ;.0.:11.1 .7 '.-..,"=- '4, ,moilii r , ,...2,. 14.o. .,,, ' El Corrections required prior to approval. Proje,,c Va IQ Type of Inspection: Add � Z2 ,37 0 P S . Date Called: 4/ 9 A fl Special Instructions: Date Wanted: I ` t a.m. p.m. Requester: -f�, ±6 K- CCU .1 kA � Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: op&sict cep, i r o I (4^4.94 P vc 0�.tc S 5D 'Inspector: /c/g. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit (jc) ' Date: PERMIT NO. Proj /I ,, OW(' / I` at,65 Type of Insp Ion: 5*w i 'c -c.el Wetirr/flefek Address: /2d 07 So 4 ✓t S , Date Called: D Y/ /gill Special Instructions: Date Wanted: 4) i. • • Requester.:- Phone No: ao(.. 594 - Sic/.,‘ 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 3)0 - ,3 5P PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: a� "`" /frt./ 61C (Inspector: 'Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Ptoje�t e// ge Type of Inspection: Co , f - x- -, f / e'72 Address: 0207 0 11veS Date Called: ov /i7 /o Special Instructions: v Date Wanted: y � /7 � a � a.m.. Requester__ /1, Phone No: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Inspector: t - • / ❑ Corrections required prior to approval. 'Date: - Do7- 35, PERMIT NO. ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • -I ) COMMENTS: tJ k / ..., L Co , f - x- -, f / e'72 ' 7 4.it- TO R aiv s I r/C" 5-,,, it Qe --0 c v,- r El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Inspector: t - • / ❑ Corrections required prior to approval. 'Date: - Do7- 35, PERMIT NO. ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • -I Project: /NA /� /��l Type of Inspection: COMMENTS: ! Address: Date Called: 4 / 7 / 0 S/ 11 r / / VC Sii4 frin :Q Special Instructions: Date Wanted: a.m. Requester: /��� / t4i Phone No (ul C te... 55 I OJ -3 56' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100 . Tukwila, WA 98188 (206)431 -3670 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: 'Receipt No.: INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: y /0 5 VC (V - kV a C/ r / / VC Sii4 frin :Q 2) X& FL w1 4 (. Inspector: /� ,( ' Date: , ! h/ J V 55 I OJ -3 56' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100 . Tukwila, WA 98188 (206)431 -3670 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: 'Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project. td e l l /-4rne s Address: / 5o)4 vie S Special Instructions: S s S Type of ection: Date Called: 03/3, /off Date Wanted: 03/3 a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: 'Receipt No.: I 1D07 -05 ?I PERMIT NO. Approved per applicable codes. J Corrections required prior to approval. COMMENTS: 1/1 ) id (i5 -r,.,i,,1 ek ol, j Inspector: t/� ( Date: I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project. td e l l /-4rne s Address: / 5o)4 vie S Special Instructions: S s S Type of ection: Date Called: 03/3, /off Date Wanted: 03/3 a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: 'Receipt No.: I 1D07 -05 ?I PERMIT NO. Project: O(,.�t) ( fi- Fire Alarm: Hood & Type of Inspection: Pre -Fire: Permits: Address Suite #: l a d a 5- �D S Contact Person: Special Instructions: Phone No.: ao6 - )30- 6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Monitor: Pre -Fire: Permits: Occupy Type. 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT X07 3r8 PERMIT NUMBERS 1, East, Tukwila, Wa. 98188 206 - 575 -4407 .Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: -e vA-L o Inspector: Date: % 2 (S Hrs.: 1 /L Aiti REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Tukwila doc. A -001 Created on 10/19/2007 Revised Tukwila City Bulletin W.S.E.C. Section 502.1.6 Moisture Control PERMIT NO. P O`7" '33 Project 'Tle-- A vapor retarder is a layer of material placed over the warm side of insulation to limit the transport of water and water vapor movement through exterior walls, ceilings and floors. To meet energy code requirements, vapor retarders need to be rated at not more than 1.0 perm dry cup or less. Components of a house that require a vapor retarder are: • Floors - Floors between heated and unheated spaces are required to have an installed vapor retarder. Floor decking of% inch tongue and groove exterior plywood and exterior grade O.S.B. both meet the vapor retarder requirements. • Walls - Walls separating heated from unheated space are required to have an installed vapor retarder on the side (warm side in winter). • Ceilings - Ceilings where there is an average of less than 12 inches of ventilated area above the insulation, an installed vapor retarder is required. Construction documents shall specify the proposed method for providing a vapor retarder in each of the above building components. *Please check which type of insulation method will be used for the project and return this bulletin with the permit application. Recognized method are as follows: ❑ Kraft or Foil Faced Insulation: Facing material must be stapled directly to the face of the studs. (i.e. to 2x edges not the side of studs) ❑ 4 -Mil or thicker Polyethylene or craft faced material: Polyethylene of craft faced material shall be stapled to the framing, with seams overlapped 6- inches and taped. Electrical boxes and other penetrations to be tight fitted and sealed around openings. j jr Vapor retarding paint: Vapor retarding paint listed to provide transmissivity of not more than 1.0 perm dry cup rating. (See Affidavit attached to bulletin) If vapor retarding paint is specified as a vapor retarder for walls and ceilings, the following conditions shall be required for the builder: 9 Complete Contractor's affidavit and submit with building permit application. (A form is included with the permit packet) 9 A red stamped copy of the affidavit shall remain with the permit at the job site and shall be kept available for building final inspection. FILE COPY RETURN THIS FORM WHEN COMPLETED Project 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 AFFIDAVIT FOR CONTRACTOR VAPOR RETARDER VERIFICATION Address 127-0 7 ...a - 1= PVE (Building Contractor) 4J .t-t— Px) i i. - [please print] Contractor Registration No. 1:1;)vM1 -8 =43 y q KD 1. I understand it shall be my responsibility to verify and guarantee that the vapor retarder applied on this building shall meet industries standards and the Washington State Energy Code which requires vapor retardant primer with not less than (1.0) perm dry cup rating. 2. I hereby agree that the vapor retarding paint must be installed in accordance with the coverage requirements and manufacture's recommendations in order to provide the vapor retarding performance of the manufacturer's listing. 3. I understand that quality control of the painted vapor retarder is not a required inspection under the Washington State Energy Code and therefore the City of Tukwila shall be held harmless for improper installation of the vapor retarder. 4. By choosing to use perm rated paint as a vapor retarder, I understand and hereby agree to accept responsibility for the performance of the vapor retarder when failure thereof is related to poor workmanship or improper application or both. I have read the declarations stated above and accept the conditions stated therein. Contractor (print name) .ZDFIATI4A0 PA MC'S Signature Date C:74 Zs Tukwila doc. A-002 Created on 10/19/2007 Revised PERMIT NO.: D cS7 - GS , states as follows: Title Gcls`R. i o &.) 01 1 ONE COPY FOR JOB SITE ONE TO REMAIN IN PERMIT FILE Wall Line Story (x) Direction Sheathing ` Shear SW Dimensions Tna but y Dead Loads Wind Uplift - Earthquake Uplift A 2. S -S v w h .d d d df Tw Tw Tex+1 Te VT % of V, Vo VT, L v •vp MaXT _ WIND E -QUAKE 54 6.60 8 290 237 64 6.60 8 290 237 CO X1( t� °'fU U 754 .4778 704.8428 754.4778 704.8426 13.00 58 54 58 290 237 FiL C list/ AUG 2 7 2001 PE RMIT CENTE �,,,,,�� I -. r .. _ . • - t .., ^.rcvc. 1 ; . L n 7 ' ; . r r ". 7' '7" . ..: l Wall Line Story (x) Direction Stne athi Shear L Dimensions Tnbuta y Dead Wind Uplift Earthquake Upift • B 2 _ S-S v w h d d di d Tw j, Tw Te, 1 Tex VT01 / x YIN VT L V VF Max T WIND E QUAKE 200 10.33 6 2 1331 1170 200 5.00 8 2 1528 p E t o i CODe . . _ ._. i . , , :.... 11.4 .. ..: i ' i � : •. CO 3280.338 3280.338 15.33 214 214 1,528 3064.633 A !pB 1; 3064.633 200 1,391 AUG 2 % r •r•' t _ r Wall Lire Story (x) Direction Sheathin Shear SW Dimensions 1 rftl Loads , Win Uplift plift !.. _e_2 ft _, LL, ) l C 2 S-S v, W h d d, d r dr. T w x i 1 T w x Te c+1 Te VTx +1 of Vx VD, VT, L v- vp ax T WIND E&QUAKE 197 4.25 8 1.5 1538 1409 • 197 4.25 8 1.5 1538 1409 225 3.50 8 1.5 1564 1438 _ par^ -- s 2525.861 2359.69 2525.861 2359.68 12.00 210 197 210 1,584 1,438 Wall Line Story (x) Direction Shear Sheathin I SW Dimensions Tributary Loads Dead Wind Uplift Earthquake Uplift D 2 S v w h d ' d d d Tw Tw Te Te VTxr1 %ofV Vo VT L v VP Max T WIND E- QUAKE it _ . ,T i ( i ( " t _ [WallUne , Story (x) I Direction [Sheathing Shear [ SW Dimensions J T ds • I Wind Uplift 1 Earthquake Uplift I A Aub 19 2008 11:46AM JAMES- ANDERSON DESIGN 4257766766 V 1.0 REVISION Na ■ "PD1 - 7 p.5 N LIANCE V 2008 �Cw �i\ Auc 19 2009 11:46AM JAMES - ANDERSON DESIGN 4257766766 V 1.0 p.6 SS2 AI 1 I S-S v, . W h dr dra dr dta Tw Tu Tex+1 Tex VT ofV 'VD VT, L V v F Max T .. WIND 754.4778 E.QUAKE 873 1.88 6.5 290 3615 237 3473 704.8426 873 1.88 6.5 290 3615 237 3473 - 1 . :ice= _ 1192 1946.935 3.76 518 518 3,615 1194 1898.398 , 505 3,473 Wail Line ory (x) Direction Sheathing Sh ear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift B 1 SS v w h d d df _ dra Tw 1 Tw Te Te VT %ofV VD„ VT L v VF MaX T WIND E -QUAKE 591 3.00 8 1 1528 5105 1391 4835 3280.338 3064.533 443 11.00 8 1 1528 4864 1391 4583 , - "•' ' 3138 3141 6418.382 6205.467 14.00 458 443 458 5,105 4,835 Wall Line Story (x) Direction Sheathing SW Dimensions T� Dead Wind Uplift Loads Earthquake Up ri' tv 1 S-S v, w h dr dra dr dra. Tw Twx Tex,1 Tex V7,, VD VT L. V V. Max T WIND E-0UAKE 459 3.76 8 2 1 1564 4990 1438 4713 2525.881 2359.69 459 3.75 8 2 1 1564 4990 1438 4713 689 2.50 8 2 1 1584 5040 1438 4770 1946 1947 4471.448 4307.07 10.00 447 431 447 5,040 4,770 _ �. Wall Line Story (x) Direction Si Shear SW Dimensions Tributary Deal _ Loads Wind Uplift Earthquake Uplift D 1 S-S V W h d r d , a d r d Tw Tw Te * � Te VIx«a % of V Vox YT L V V F Max T WIND E .OUAK E_ r--4.1.4 , ,_ - - Wall ti Story (x) Direction e f t SW Dimensions Dead Wind Uplift Tnb Loads Earthquake Uplift A S-S v w l h d dra dr d Tw Twx Te Te WIND E -QUAKE _ I Auc 19 2009 11:46AM JAMES - ANDERSON DESIGN 4257766766 V 1.0 p.6 SS2 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057 -5212 206 - 296 -6600 TTY 206 - 296 -7217 GENERAL INFORMATION Check all appropriate boxes Job type: Occupancy: Heating fuel: ❑ Electric Applicant's name K.C. tracking no. ENERGY RESIDENTIAL SUBMITTAL FORMS: ALL HEAT TYPES ew ❑ Addition Single family ❑ Multi- family Number of buildings Heating system: Forced air ❑ Room heaters ❑ Hydronic ❑ Other WHOLE HOUSE VENTILATION SYSTEMS Check the "whole house ventilation system" that will be used Web date: 07/06/2007 2006 Washington State Energy Code 2006 Ventilation and Air Quality Code ENERGY RESIDENTIAL SUBMITTAL FORMS: All heat types For alternate formats, call 206 - 296 -6600. yG'*AA, 13J il.l2b FILE COPY ❑Remodel r rrtit it o sq ft i r 'o rilwAlf"vdtgli e ? a -�. ,r lam, } �n Rr e ❑ LPG (Propane) �-fas , ❑ Other fuel CI l i } ❑ Intermittent whole house ventilation using exhaust fans (FORM #VIAQ 2 PDF or Word format). _ NOTE: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted fo (Fair heating system that communicates with all habitable rooms and the interior doors are undercut to a minimum of % - inch wove t e su ace OTIffeliniih floor covering. 1 Intermittent whole house ventilation integrated with a forced -air system (FORM: VIAQ 3 PDF Word). ❑ Intermittent whole house ventilation using a supply fan (FORM # VIAQ 4, P PDF or Word format). ❑ Intermittent whole house ventilation using a heat recovery ventilation system (FORM # VIAQ 5, PDF or Word), ❑ Engineered "whole house ventilation system" designed in compliance with section 302, WAC- 51 -13. NOTE: In addition to the required "whole house ventilation system,' "source specific exhaust ventilation" is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. EXEMPT FROM WHOLE HOUSE VENTILATION SYSTEMS If applicable, check one of the following VAPOR RETARDER Check the type of "vapor retarder" that will be used Floor: Wall: Ceiling: ❑ 4 mil Poly ❑ 4 mil Poly ❑ 4 mil Poly ❑ Face stapled backed batts ❑ Face stapled backed baits ❑ Face stapled backed batts 2080 -C b- res- heatall- 07.pdf 07/06/2007 'Ext. T &G Plywood - PVA - paint ,PVA - paint X07- 358 or ❑ Building additions with less than 500 square feet of conditioned floor area. ❑ Replacement of air - handling /conditioning equipment without altering or repairing the associated air distribution system. 1of6 CHECK One 4 OPT IV OPT I OPT 1I* Footnotes ❑ ❑ Glazing Maximum *Reference Case % of floor area Unlimited Group R -3 10% 15% 0. Nominal R- values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. Occupancy only 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ration to the Vertical Glazing U- Factor 0.35 0.32 0.35 conditioned floor area of 13 %, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option may Overhead Glazing 0.58 0.58 0.58 calculate compliance by Chapter 4 or 5 of this Code. U- Factor Door U- factor 0.20 0.20 0.20 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv" denotes Advanced (or R- factor) (R -5) (R -5) (R -5) Framed Ceiling. Ceilings: 3. Requirement applicable only to single rafter or joist vaulted ceilings where both 9a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a With attiCS R -38 R -38 R 38 minimum 1-inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the "ceiling" Vaulted R -30 R -30 R -30 requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. Walls: 4. Below grade walls shall be insulated either on the exterior to a above grade12 below grade interior or R -21 R -21 R -15 R -15 R -21 R -21 minimum level of R -10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section exterior R -10 R -10 R -10 602.2. Floor : R -30 R -30 R -30 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for Its intended use, and installed according to manufacturer's specifications. See Section 602.4 7. Not used in climate zone one. 8. Not used in climate zone one. Slab on grade: • R - 10 R - 10 R - 10 9. Doors, including all fire doors, shall be assigned default u- factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical + overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Instructions: 1 Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. Most applicants select Option IV. 2 Check the box (❑) above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. The main advantage is flexibility to juggle individual R and U- factors as long as an overall maximum value isn't exceeded. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Worksheets and additional information about Chapter 5 WSEC are available on the Washinaton State University Enerav Proaram Web site at www.eneray.wsu.edu/code 2080-C 2006 WSEC Chapter 6 Qualification Form - Zone 1, Residential Prescriptive Options for All Heat Sources 0 ' 1 b- res- heatall- 07.pdf 07/08/2007 -;2of6 Simple Heating System Size: Climate Zone 1 Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Sum of UA from Glazing (doors, vertical, overhead,and single) Attic R -38 R -38 Scissor R -38 Advanced Other Single Rafter Joist R -30 R -38 Other Above Grade Walls R -21- lapped siding R -21 T -111 siding Other Floors R -30 Other Below Grade Walls R -21 interior R -10 exterior Slab Below Grade R -21 interior walls R -10 exterior walls Other Slab on Grade R -10 perimeter insulation R -10 Full insul. - Heated slab Uninsulated slab Other Sum of UA Envelope Heat Load Sum of UA X Design Temperature Difference Air Leakage Heat Load ((Volume X 0.6) X Design Outdoor Temp) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 U- Factor X Area 0.031 0.035 0.026 U- Factor X Area 0.034 0.027 U- Factor X Area 0.029 U- Factor X Area 0.037 0.056 241 2080 16960 1020 280 7 U- Factor X Area = 0.057 0.060 167 2247 1307 F- factor X Length = 0.57 0.42 F- factor X Length 0.54 0.51 0.73 Increase to Maximum Heat Equipment Output With 90% High Efficiency Furnace 70 UA = UA This field needs to be completed even if only using glazing portion of form. UA Use 1.15 if ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 Use 1 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 10t ;30 U62 9,80 UA UA 134382; UA 37'90 UA I > .z 325;2Q1 Vy . , ;=:8 ;4261 23,;385 - 26,8931 Btu / Hour Btu / Hour Btu / Hour Btu / Hour 150% ?' 41);539: Btu / Hour 250% E7232 Btu / Hour 2080 -C b- res- heatall- 07.pdf 07/06/2007 r1 r SEP 14 ZOO 4 of 6 7 6 ° 4 ° 1 5 ° 4 6 1 5 0 6 10 1 2 0 3 0 1 1 0 6 8 1 4 ° 3 6 1 6 0 1 0 h S , 6 .. 4A x 0 ,i1 -, ; .V 'b 0.460 0% 1 2 6 6 8 .• • 16 7. ` t 68 O. Insulated steel entry door w/ wood frame } ,< :3 3 ° 6 8 ' 1 ; ; . 2 ro'''d+ i'"�+%rS 4'" 3 >q,�•, 3 le fiQ'4 74 g f : ; !fit ,e t a a � h S , 6 .. 4A x 0 ,i1 -, ; .V 'b 0.460 0% 1 2 6 6 8 .• • 16 7. 2006 Residential WSEC Chapter 6:Window, Skylight and Door Schedules Instructions: This portion of the form must be completed if you are either using the simple heating sizing or if you are using the prescriptive approach option 1 or 2. Fill out the window and door schedules - use actual NFRC tested U- factor data whenever possible or use the appropriate WSEC Chanpter 10 default table. Use the Glazing to Floor Area Calculation to determine your particular prescriptive option. Glazing Schedule Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan Component ID Description 180.00. 57.33 x;12;4 %I Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1 %) Door Percent Width Height Glazing Door Door Ref. U- factor Glazed Qtv. Feet inch Feet inch Area Area Sums of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sums of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing Width Height ID Description Ref. U- factor Qty. Feet inch Feet in`" Sliding window Sliding window Sliding patio door Single hung /obscure Fixed /sidelite Glass block Fixed 0.350 0.350 0.310 0.350 0.310 0.510 0.310 Sums of Area and UA Area Weighted U = UA/Area Glazing Area ;i= UA f =0oI.•• X 20.0 2 109 UA 2572 4 9043 AO. 2080 -C b- res- heatall- 07.pdf 07/06/2007 5 of 6 Insulated steel entry door w/ wood frame 0.160 0% 1 3 ° 6 8 ' 1 ; ; . 2 S g f : ; !fit ,e t a / } i;;btl� .. 4A One Exempt Swinging Door < 24 Square Feet 0.460 0% 1 2 6 6 8 .• • 16 7. ` 2006 Residential WSEC Chapter 6:Window, Skylight and Door Schedules Instructions: This portion of the form must be completed if you are either using the simple heating sizing or if you are using the prescriptive approach option 1 or 2. Fill out the window and door schedules - use actual NFRC tested U- factor data whenever possible or use the appropriate WSEC Chanpter 10 default table. Use the Glazing to Floor Area Calculation to determine your particular prescriptive option. Glazing Schedule Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan Component ID Description 180.00. 57.33 x;12;4 %I Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1 %) Door Percent Width Height Glazing Door Door Ref. U- factor Glazed Qtv. Feet inch Feet inch Area Area Sums of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sums of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing Width Height ID Description Ref. U- factor Qty. Feet inch Feet in`" Sliding window Sliding window Sliding patio door Single hung /obscure Fixed /sidelite Glass block Fixed 0.350 0.350 0.310 0.350 0.310 0.510 0.310 Sums of Area and UA Area Weighted U = UA/Area Glazing Area ;i= UA f =0oI.•• X 20.0 2 109 UA 2572 4 9043 AO. 2080 -C b- res- heatall- 07.pdf 07/06/2007 5 of 6 Overhead Glazing Plan Component ID Description Sums of Area and UA Area Weighted U = UA/Area Single Glazing and Garden Windows Section 602.7.2 Exception Plan Component Width Height ID Description Qty. Feet Inch Feet Inch Glazing Ref. U Width Height Qty. Feet Inch Feet inch Sum of Area Sum of Area X 3 (enter this value in the glazing area total) Glazing UA for Heating System Size Only = Area X 1.2 Area Area UA 0 0 o1 Exceptions: 602.6 Exterior Doors: Doors shall comply with Section 602.6.1 and 602.6.2 Exceptions: 1. Glazed doors whose area and U- factor are included in the calculations for compliance with the requirements for glazing in Section 602.7 shall be exempt from the door U- factor requirements prescribed in Table 6 -1 or 6 -2. 2. One unlabeled or untested exterior swinging door with the maximum area of 24 square feet may be installed per unit for ornamental, security, or architectural purposes. Products using this exception shall not be included in either the U- factor or glazing area calculation requirements. 602.7.2 Glazing U factor Exceptions: Single glazing for ornamental, security or architectural puroposes and double glazed garden windows with a wood or vinyl fram shall be exempt from the U- factor calculations but shall have its area tripled and shall be included in the percentage of the total glazing area as allowed for in Table 6 -1 or 6 -2. The maximum area (before tripling) allowed for the total of all single glazing and garden windows is 1% of the floor area. 2080 -C b- res- heatall- 07.pdf 07/06/2007 6 of 6 v Sa n O l• ', 4h Overhead Glazing Plan Component ID Description Sums of Area and UA Area Weighted U = UA/Area Single Glazing and Garden Windows Section 602.7.2 Exception Plan Component Width Height ID Description Qty. Feet Inch Feet Inch Glazing Ref. U Width Height Qty. Feet Inch Feet inch Sum of Area Sum of Area X 3 (enter this value in the glazing area total) Glazing UA for Heating System Size Only = Area X 1.2 Area Area UA 0 0 o1 Exceptions: 602.6 Exterior Doors: Doors shall comply with Section 602.6.1 and 602.6.2 Exceptions: 1. Glazed doors whose area and U- factor are included in the calculations for compliance with the requirements for glazing in Section 602.7 shall be exempt from the door U- factor requirements prescribed in Table 6 -1 or 6 -2. 2. One unlabeled or untested exterior swinging door with the maximum area of 24 square feet may be installed per unit for ornamental, security, or architectural purposes. Products using this exception shall not be included in either the U- factor or glazing area calculation requirements. 602.7.2 Glazing U factor Exceptions: Single glazing for ornamental, security or architectural puroposes and double glazed garden windows with a wood or vinyl fram shall be exempt from the U- factor calculations but shall have its area tripled and shall be included in the percentage of the total glazing area as allowed for in Table 6 -1 or 6 -2. The maximum area (before tripling) allowed for the total of all single glazing and garden windows is 1% of the floor area. 2080 -C b- res- heatall- 07.pdf 07/06/2007 6 of 6 f r 6162 STRUCTURAL CALCULATIONS FOR: FILE COPY NOT VALID WITHOUT A WET SIGNATURE RECIJ� EKED A, ITECT CATHERINE ANDERSON STATE OF WASHINGTON Catherine Anderson, Architect JAMES-ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE 550 DAYTON 5T. #6 EDMONDS, YVA 4 18020 (425) 116 -6166 Powell Builcr Basic 2080 -C co Tukwila, WA - t0 - 35g 2003 IBC (1) JOB # TK -5 Date 9/11/2007 Eng CA 2 Desc. original calculation R CFNED SEP 14 2007 PERMIT CENTER 1. Basic Wind Speed 85 mph 2. Wind Importance Factor I 1.00 3. Wind Exposure Category B 4. Internal Pressure Coefficient +/- 55 5. Components and Cladding design pressure +/- 10 psf Topographic Factor Kit 1.00 Earthquake Design Data 1. Seismic Importance Factor IE 1.00 2. Short Period Acceleration S 1.545 2. 1- Second Accelleration S 0.532 3. Site Class D 4. Spectral response coefficient SOS 1.03 4. Spectral response coefficient S01 0.53 5. Seismic Design Category D 6. Seis. Force Resisting System 1. K. 7. Design Base Shear 13900 lbs 8. Seismic Response Coefficient C 0.158 9. Response Modification Factor R 6.5 10. Analysis Procedure used Simplified Table of Contents DC General Lateral Design Criteria WF Determination of Wind Forces EF Determination of Earthquake Forces DL Allowable Stress Design Loads FR Shear walls in the Front to Rear Direction SS Shear walls in the Side to Side Direction SW Shear flow calculations SCH Schedules V 1.0 DC2 Lateral Analysis 0 0 Governing Code: All references in right margin are 2006 IBC unless specificly noted otherwise. General Design Criteria Design Loads (psf) Dead Live Snow (flat roof) Roof 15 20 25 Floor 10 40 n/a Wall 10 n/a n/a Lateral Analysis 0 0 Governing Code: All references in right margin are 2006 IBC unless specificly noted otherwise. General Design Criteria Wind Loads Ridge Elevation 26 ft Eave Height 16.33 ft Mean Roof Height, h 21.165 ft Least Horizontal Dimension, LHD 20 ft End Zone Dimension, 2a 6.0 ft Basic Wind Speed Basic Wind Speed 85 mph Directionality Factor, Kd 0.85 Buildings - MWFRS Importance Factor Wind Importance Factor 1.00 Non - Hurricane Prone Regions Exposure Surface Roughness B Urban, Closely spaced obstructions Wind Exposure Category B Topographic Effects Topographic Factor,Kzt 1.00 (See attached for Kzt determination) Velocity Pressures Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 11.005 psf Internal Pressure Coefficients Enclosure Classification Enclosed Bldg Internal Pressure Coefficients, GCpi 0.18 +/- External Pressure Coefficients Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension 0.002 :12 or 0.0095 degrees 20ft 65 ft 10 :12 or 39.806 degrees 65 ft 20 ft V 1.0 WF3 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 Wind Loads Ridge Elevation 26 ft Eave Height 16.33 ft Mean Roof Height, h 21.165 ft Least Horizontal Dimension, LHD 20 ft End Zone Dimension, 2a 6.0 ft Basic Wind Speed Basic Wind Speed 85 mph Directionality Factor, Kd 0.85 Buildings - MWFRS Importance Factor Wind Importance Factor 1.00 Non - Hurricane Prone Regions Exposure Surface Roughness B Urban, Closely spaced obstructions Wind Exposure Category B Topographic Effects Topographic Factor,Kzt 1.00 (See attached for Kzt determination) Velocity Pressures Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 11.005 psf Internal Pressure Coefficients Enclosure Classification Enclosed Bldg Internal Pressure Coefficients, GCpi 0.18 +/- External Pressure Coefficients Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension 0.002 :12 or 0.0095 degrees 20ft 65 ft 10 :12 or 39.806 degrees 65 ft 20 ft V 1.0 WF3 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.56 0.21 -0.43 -0.37 -0.45 -0.45 0.69 0.27 -0.53 -0.48 Wind Loads Ridge Elevation 26 ft Eave Height 16.33 ft Mean Roof Height, h 21.165 ft Least Horizontal Dimension, LHD 20 ft End Zone Dimension, 2a 6.0 ft Basic Wind Speed Basic Wind Speed 85 mph Directionality Factor, Kd 0.85 Buildings - MWFRS Importance Factor Wind Importance Factor 1.00 Non - Hurricane Prone Regions Exposure Surface Roughness B Urban, Closely spaced obstructions Wind Exposure Category B Topographic Effects Topographic Factor,Kzt 1.00 (See attached for Kzt determination) Velocity Pressures Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 11.005 psf Internal Pressure Coefficients Enclosure Classification Enclosed Bldg Internal Pressure Coefficients, GCpi 0.18 +/- External Pressure Coefficients Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension 0.002 :12 or 0.0095 degrees 20ft 65 ft 10 :12 or 39.806 degrees 65 ft 20 ft V 1.0 WF3 Longitudinal Direction (Left) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 2 208 sq ft 608 sq ft 1 568 sq ft 45 sq ft Longitudinal Direction (right) LEVEL Wall Area Roof Area (Horiz Proj) ( ft) 2 208 sq ft 608 sq ft 1 568 sq ft 45 sq ft Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 Pressure,p 8.14 4.29 -2.75 -2.09 -2.97 -2.97 9.57 4.95 -3.85 -3.30 Transverse Direction (front) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 2 145sgft O sq ft 24sgft 184sgft 1 184sgft sq ft Transverse Direction (rear) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 2 169 sq ft O sq ft 1 184sgft Osgft g Gcpi( +) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 4.18 0.33 -6.71 -6.05 -6.93 -6.93 5.61 0.99 -7.81 -7.26 Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 Pressure,p 6.38 -5.61 -2.09 -1.21 -2.97 -2.97 8.69 -9.79 -3.85 -2.75 Gcpi( +) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 2.42 -9.57 -6.05 -5.17 -6.93 -6.93 4.73 -13.76 -7.81 -6.71 Design Wind Loads on Enclosed and Partially Enclosed Buildings Low -Rise Building Transyserse Direction Lon itudinal Direction Wall Areas Main Wind Force Resisting System - Design Loads Direction Controling Load Case 2 1 Transverse TB+ 1479 1610 Longitudinal LA- 6561 6276 V 1.0 WF4 Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 Pressure,p 6.38 -5.61 -2.09 -1.21 -2.97 -2.97 8.69 -9.79 -3.85 -2.75 Gcpi( +) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 2.42 -9.57 -6.05 -5.17 -6.93 -6.93 4.73 -13.76 -7.81 -6.71 Design Wind Loads on Enclosed and Partially Enclosed Buildings Low -Rise Building Transyserse Direction Lon itudinal Direction Wall Areas Main Wind Force Resisting System - Design Loads Direction Controling Load Case 2 1 Transverse TB+ 1479 1610 Longitudinal LA- 6561 6276 V 1.0 WF4 Gcpi( +) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 2.42 -9.57 -6.05 -5.17 -6.93 -6.93 4.73 -13.76 -7.81 -6.71 Design Wind Loads on Enclosed and Partially Enclosed Buildings Low -Rise Building Transyserse Direction Lon itudinal Direction Wall Areas Main Wind Force Resisting System - Design Loads Direction Controling Load Case 2 1 Transverse TB+ 1479 1610 Longitudinal LA- 6561 6276 V 1.0 WF4 Design Wind Loads on Enclosed and Partially Enclosed Buildings Low -Rise Building Transyserse Direction Lon itudinal Direction Wall Areas Main Wind Force Resisting System - Design Loads Direction Controling Load Case 2 1 Transverse TB+ 1479 1610 Longitudinal LA- 6561 6276 V 1.0 WF4 Diaphragm 1 roof area (ft floor area (ft story height (ft) wall length (ft) misc load W " 80 1300 8 185 weight (Ibs) 1200 13000 7400 37000 Diaphragm 2 roof area (ft floor area (ft story height (ft) wall length (ft) misc load W " 1380 8 385 weight (Ibs) 20700 0 15400 36100 Earthquake Loads Section Effective seismic weight at Story (x) Effective Seismic Weight (psf) roof floor wall 15 10 10 Area Base I 1300 Site Clasification and Criteria Selection USGS Probabilistic Hazard Lookup Link http://eadesign.crusgs.gov/html/lookup-2002-intemhtml http://eqint.crusils.clovieo/htmlizipcode.html Short Period Acceleration (0.2 sec SA) Ss 1.5450 1- Second Acceleration (1.0 sec SA) Si 0.5320 Site Class D Site Coeffiecient, Fa 1.000 Site Coeffiecient, Fv 1.500 Seismic Use Group t Seismic Importance Factor IE 1.00 Seismic Design Category D Seis. Force Resisting System 1. K. Response Modification Factor R 6.5 Design Spectral Response Acceleration Parameters Substitute equations 16 -38 & 16 -39 into 16 -40 & 16 -41 respectively, 2 S DS 3 ' F a'S s Sps = 1.03 2 S Di.-'r 1 8D1 = 0.53 Simplified analysis Procedure, Seismic base shear 1.2 •S DS V_ .W V = 13900 lbs R Vertical Distribution, Forces at each level 1.2 •S DS F x _ R . X Diaphragm 2 6865 lbs 1 7036 lbs V 1.0 EF5 Diaphragm Force (Ibs) 2 6129 1 6282 Allowable Stress Design Loads For Wood IBC 2006 Design shall resist the applicable load combinations of Chapter 16. Shear resistance of diaphragms and shearwalls shall be based on the Principle of Mechanics. Design per Alternative Basic Load Combinations For worse case effect with wind load, L & S shall be zero. Equations 16- 14,16 -15, & 16 -16 become, D + Where w equals 1.3, W equals F of the respective diaphragm, and D shall be multiplied by two- thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16 -18 controls, 0.9 D + E/1.4 , substitute Equation 16 -51 for E (p QE - 0.2SDSD) 0.9 D + simplify & arrange variables 1.4 (0.9 -0.14 SDS) D+ QE 1.4 Where QE equals F of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 F Seismic Design Loads, (p /1.4) F p = 1.25 Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h - ? ( D•W + P'w 3 \ 2 (v•w)•h - (0.9 -0.14 S DS) I rD•2 + P•w for wind for seismic V1.0 DL6 Front to Rear Side to Side Diaphragm Force (Ibs) Force (Ibs) 2 1922 8529 1 2093 8159 Allowable Stress Design Loads For Wood IBC 2006 Design shall resist the applicable load combinations of Chapter 16. Shear resistance of diaphragms and shearwalls shall be based on the Principle of Mechanics. Design per Alternative Basic Load Combinations For worse case effect with wind load, L & S shall be zero. Equations 16- 14,16 -15, & 16 -16 become, D + Where w equals 1.3, W equals F of the respective diaphragm, and D shall be multiplied by two- thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16 -18 controls, 0.9 D + E/1.4 , substitute Equation 16 -51 for E (p QE - 0.2SDSD) 0.9 D + simplify & arrange variables 1.4 (0.9 -0.14 SDS) D+ QE 1.4 Where QE equals F of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 F Seismic Design Loads, (p /1.4) F p = 1.25 Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h - ? ( D•W + P'w 3 \ 2 (v•w)•h - (0.9 -0.14 S DS) I rD•2 + P•w for wind for seismic V1.0 DL6 Principle of Mechanics - cont. Where, v= shear per linear foot of shearwall w= width of shearwall h= height of shearwall D= resisting dead load centered over shearwall P= resisting dead load at end of shearwall Free Body Diagram of a ShearWall P SUM MOMENTS / CORNER w Shearwall calculations follow, where, t o--1 1/4 --- n =n h V Total force in the diaphragm above story (x), pounds (Ibs) Percent of V tributary to the shearwalls (SW) in the wall line VD Force from the diaphragm above that transfers to the SW's, lbs VT + , Force from the SWs above that transfers to the SWs, lbs VT Total force in the SWs (VD + VT + ,), lbs L Total length of SW's (f w), feet (ft) v Linear force in the SWs (VT pounds per foot (plf) vF Greater of v induced by wind or earthquake, plf Max T Maximum uplift force of the SW's, lbs v Greater of v in the sheathing induced by wind per or earthquake per , plf w Width of SW, ft h Height of SW, ft d Tributary distance of roof (used to calculate D) along the width of the SW, ft d Tributary distance of roof (used to calculate P) adjacent to the width of the SW, ft d, Tributary distance of floor (used to calculate D) along the width of the SW, ft d, Tributary distance of floor (used to calculate P) adjacent to the width of the SW, ft Twx +, Wind uplift force of the SW above that transfers to the SW, lbs Tw Wind uplift force of the SW, lbs Te + , Earthquake uplift force of the SW above that transfers to the SW, lbs Te Earthquake uplift force of the SW, lbs V 1.0 DL7 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 1 _ 2 _ F -R v w h d d d d Twx +1 Twx Tex +1 Te VT x +1 % of Vx VD x VT. L v VF Max T WIND E - QUAKE 111 27.50 8 - 522 60 I 50.0% I 50.0% 739.2964 3064.533 739.2964 3064.533 27.50 27 111 111 60 Wall Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift 2 2 F -R v w h d dra df dfa Twx +1 Twx Tex +1 Te V1 +1 % of Vx VD x VT x L v VF Max T WIND E -QUAKE 130 5.66 8 98 865 130 9.00 8 9 764 130 9.00 8 9 764 I 50.0% I 50.0% 739.2964 3064.533 739.2964 3064.533 23.66 31 130 130 98 865 Wall Line Story (x) Direction Sheathing SW Dimensions - T ibutary Dead Loads Wind Uplift Earthquake Uplift 3 2 _ F -R v w h d d d d Tw +1 Tw Tex +1 Te VT x +1 % of V x VD x VT x L v VF Max T WIND E -QUAKE I I Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 4 2 F -R v W h d dra dr dfa Twx +1 Tw Tex +1 Te VT +1 % Of V I VD VT L v V Max T WIND E -QUAKE I Wall Line I Story (x) I Direction I Sheathing Shear I SW Dimensions I Trib L I s Wind Uplift I Earthquake Uplift I V 1.0 FR8 1 I 1 I F -R v w h d dra dr dra Twx +1 Tw TeX +1 TeX VT x +1 % of V VD x VT x L v VF Max T WIND E -QUAKE 276 22.50 8 10 -808 60 736 739.2964 3064.533 ( 50.0% I 50.0% 805 3141 1544.211 6205.467 22.50 69 276 276 736 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 2 1 F -R v w h d dra d d Twx +1 Tw TeX +1 Te VT 8 +1 % of V VD x VT x L v VF Max T WIND E -QUAKE 243 25.50 8 10 98 -955 865 1000 739.2964 3064.533 ( 50.0% I 50.0% 805 3141 1544.211 6205.467 25.50 61 243 243 1,000 Wall Line Story (x) Direction Shear Sheathing SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift 3 1 F -R Vs W h d dra d d Twx +1 Twx Tex +1 Tex VTx +1 %OfVx VD x VT x L V VF Max T WIND E -QUAKE I Wall Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift 4 1 F -R v, w h d dra df dfa Twx +1 Tw Te +1 Tex VT +1 %of I VD. VT L v VF Max T WIND E -QUAKE I V 1.0 FR9 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift A 2 S -S v w h d d df dfa Twx +1 Tw Tex +1 Tex VT x +1 % of V VD, VT, L v VF Max T WIND E -QUAKE 54 6.50 8 290 237 54 6.50 8 290 237 I 11.5% I 11.5% 754.4778 704.8426 754.4778 704.8426 13.00 58 54 58 290 237 Wall Line Story (x) Direction Sheathing Shear SW Dimensions - T ibutary Dead Loads Wind Uplift Earthquake Uplift B 2 _ S -S v w h d d d d Tw +1 Tw Te +1 Tex VT x +1 % of V VD x VT, L v VF Max T WIND E -QUAKE 200 10.33 8 2 1331 1170 200 5.00 8 2 1528 1391 I 50.0% I 50.0% 3280.338 3064.533 3280.338 3064.533 15.33 214 200 214 1,528 1,391 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift C 2 S -S v w h d d d d Tw +1 Tw Tex +1 Te VT x +1 % of Vx VD, VT, L v VF Max T WIND E -QUAKE 118 20.00 8 2 273 112 I 38.5% I 38.5% 2525.861 2359.69 2525.861 2359.69 20.00 126 118 126 273 112 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift D 2 S -S V8 w h d d d d Tw +1 Tw Te +1 Tex VTx +1 % of V I VD VT L V VF Max T WIND E -QUAKE I I Wall Line I Story (x) (Direction I Sheathing I SW Dimensions I T ibutary Lo dDead s Wind Uplift I Earthquake Uplift V 1.0 SS10 A I 1 I S -S v w h d dra dr dfa Twx +r Twx TeX +r Tex WIND E -QUAKE 873 1.88 6.5 290 3615 237 3473 VT +1 754.4778 704.8426 873 1.88 6.5 290 3615 237 3473 % of Vx I 19.0% I 19.0% VD VT. L v VF Max T 1192 1194 1946.935 1898.398 3.76 518 505 518 3,615 3,473 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift B 1 S -S vs w h d d d d Tw +i Tw Te +i Te WIND E -QUAKE 591 3.00 8 1 1528 5105 1391 4835 VT 3280.338 3064.533 443 11.00 8 1 1528 4864 1391 4563 % of Vx I 50.0% I 50.0% VD, 3138 3141 VT 6418.382 6205.467 L 14.00 v 458 443 VF 458 Max T 5,105 4,835 Wall Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift C 1 S -S v w h d dra df dfa Twx +i Tw Tex +i Tex WIND E -QUAKE 459 3.75 8 2 1 273 3700 112 3388 VT + 1 2525.861 2359.69 459 3.75 8 2 1 273 3700 112 3388 689 2.50 8 2 1 273 3750 112 3445 % of V I 31.0% I 31.0% VD. VT L v VF Max T 1946 1947 4471.448 4307.07 10.00 447 431 447 3,750 3,445 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead - Loads Wind Uplift Earthquake Uplift D _ 1 S -S V w h d dra dr dfa Twx +r Tw Te +1 Te VTx +r WIND E -QUAKE % of V I I VD VT L v V Max T Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift I Wall A S - S v w h d dra dr dra Tw + � Tw Te +� Te WIND E -QUAKE V 1.0 SS11 I Fasteners and Spacing Shearwall ID Established SW Capacities 16d Nails [1] 142.4 lbs 16d slant 118.2 lbs nails [2] Simpson A35 450 lbs [3] Simpson 595 lbs LTP4 [4] Simpson 130 Ibs H2.5 [5] Simpson H1 415 Ibs [6] Simpson DTC 210 lbs [ Simpson 1550 421 lbs w/ H2.5 at 24oc 1/2" dia AB 912 lbs (2x Plate) [8] 5/8" dia AB 1328 lbs (2x Plate) [9] 1/r dia At3 (3x Plate) 1120 lbs nm 5 /tr dia Ali (3x Plate) 1664 lbs riii <mUD wu. 150 11 9 36 47 10 33 16 61 72 106 89 133 207 8 6 26 : ` 34 7 24 12 36 52 76 64 96 265 6 5 20 26 5 18 9 25 41 6th 50 75 332 5 4 16 21 4 15 7 19 32 48 40 60 350 4 4 15 20 4 14 7 17 31 45 38 57 450 3 3 `: 12_ ; 15 3 11 5 13 12 17 29 44 600 2 2 9 11 2 8 4 9 9 13 22 33 780 ;'�2-:a 1 6 9 2 6 3 7 17 25 900 1.5 1 r °� 6: � 7 1 5 2 6 14 22 935 1;5. 1 5 7 1 5 2 5 14 21 1190 1.0 1 4.5 6 1 4 2 4 11 16 Shearwall Capacities Allowable Shear MINIMUM NOMINAL PANEL THICKNESS (inch) Nail or Staple size DF HF 6 241 7/16" 8d @ 6 "oc 260 241 6 4 350 7/16" 8d @ 4 "oc 380 353 4 455 7/16" 8d @ 3 "oc 490 455 3 2 595 7/16" 8d @ 2 "oc 640 595 2 44 706 7/16" BOTH SIDES 8d @ 4 "oc 760 706 44 33 911 7/16" BOTH SIDES 8d @ 3 "oc 980 911 33 1190 7/16" BOTH SIDES 8d @ 2 "oc 1280 1190 22 g. Values apply to all- d. Shears are veneer plywood. permitted to Thickness at point of be increased a. G =0.43 fastening on panel to values [1 -(0.5- 0.43)] edges governs shear shown for = 0.93 values. 15/32 -inch sheathing... . Pear Transfer Connections Shear Transfer Notes [1] TABLE 11N [pg97 03NDS] Z =89 lbs for a 16d box nail (D= 0.135) in Hem -Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] [2] Value from note 1 then multiplied by the Toe -Nail Factor SECTION 11.5.4 [pg78 03NDS] for nominal lateral design values C =0.83 [3] the A35 is used in loading condition 4 in an Fl direction of load according to Simpson designations for SPF /HF Lateral(133 /160) Z =450 lbs [pg146 C -2005] [4] [5] for SP5F/HF Lateral(133 /160) Z =130 lbs [pg142 C -2005] [6] the H1 is used in an Fl loading according to Simpson designations for SPF /HF Lateral(133 /160) Z =415 lbs [pg142 C -2005] [7] the DTC is used in an F2 loading according to Simpson designations for SPF /HF Lateral(133 /160) Z =210 lbs [pg112 C -2005] [8] TABLE 11E [pg85 03NDS] Z =570 lbs for a 1/2" diameter bolt in 1 -1/2" side member of Hem - Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3 -inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2 -inch nominal member if the sill plate is anchored by two times the number of bolts reguiredbv design. [9] TABLE 11E [pg85 03NDS] Z =830 lbs for a 5/8" diameter bolt in 1 -1/2" side member of Hem - Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3 -inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2 -inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [10] TABLE 11E [pg85 03NDS] Z =700 lbs for a 1/2" diameter bolt in 2 -1/2" side member of Hem- Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is Cp =1.6 found in TABLE 2.3.2 [pg9 03NDS] [11] TABLE 11E [pg85 03NDS] Z =1040 lbs for a 5/8" diameter bolt in 2 -1/2" side member of Hem -Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is CD = 1.6 found in TABLE 2.3.2 [pg9 03NDS] Story Line Width SW Shear Flow % Stressed Sheathing Shear % Stressed T Uplift 2 1 27.50 A 6 111 74% 111 46% 70% 2 2 23.66 A 6 130 86% 130 54% 0% 2 3 0.00 A 6 0 0% 0 0% 0% 2 4 0.00 A 6 0 0% 0 0% 96% 2 A 13.00 A 6 58 39% 54 22% 84% 2 B 15.33 B 6 214 95% 200 83% 98% 1528 2 C 20.00 A 6 126 84% 118 49% 0% 2 D 0.00 A 6 0 0% 0 0% 1 1 22.50 D 4 276 83% 276 79% 1 2 25.50 C 4 243 92% 243 70% 1 3 0.00 A 6 0 0% 0 0% 1 4 0.00 A 6 0 0% 0 0% 1 A 3.76 F 33 518 86% 873 96% 3615 1 B 14.00 F 44 458 76% 591 84% 5105 1 C 10.00 E 44 447 99% 689 98% 3750 1 D 0.00 A 6 0 0% 0 0% Shear Wall Summary HOLDOWN SCHEDULE S HOLDOWN / STRAP FASTENERS FOUNDATION ANCHOR COMMENTS 0 CS16 28 -8D N/A equal number of nails to both connected elements 0 PHD6 -SDS3 18 -SDSV /4x3 SSTB28 *A35 @ 24 "oc 0 STHD14 /140 38/30 -16d sinker N/A 5 /8" 0 @ 60 "oc or 1/2 "0 (& 40 "oc *A35 © 20 "oc *LS50 @ 24 "oc *4b 16d © 6 "oc C 5 /8 "0 @ 48 "oc or _ 1 /2 "0 Cad 32 "oc *A35 @ 16 "oc *LS50 @ 18 "oc *4b 16d @ 4 "oc D SHEAR FLOW CONNECTIONS / SPACING S SILL -TO - FOUNDATION *1 FLOOR -TO -SILL & WALL *3 ROOF -TO -WALL *4 WALL BASE PLATE *7 CALL OUT 5 /8 "0 @ 60 "oc or 1/2 "0 Cal 60 "oc *A35 @ 36"oc *3a *H1 @ 24 "oc *4a 16d @ 10 "oc A 5 /8 "0 @ 60 "oc or 1/2"0 (a 48 "oc *A35 @ 24 "oc *H1 @ 24 "oc *4a 16d @ 8 "oc B 5 /8" 0 @ 60 "oc or 1/2 "0 (& 40 "oc *A35 © 20 "oc *LS50 @ 24 "oc *4b 16d © 6 "oc C 5 /8 "0 @ 48 "oc or _ 1 /2 "0 Cad 32 "oc *A35 @ 16 "oc *LS50 @ 18 "oc *4b 16d @ 4 "oc D Verb @ 16 "oc or 1/2 "0 Cal 12 "oc *A35 @ 12"oc *LS50 @ 12"oc *4b 16d @ 3 "oc E 5 /8 "0 @ 12 "oc or 1 /2 "0 Cad 8 "oc A35 @ 8"oc *LS50 @ 8 "oc *4b 16d @ 2 "oc F �( WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6 "oc 4 7/16" 8d @ 4 "oc 2 7/16" *5 8d @ 2 "oc 44 7/16" both sides *5 8d @ 4 "oc 33 7/16" both sides *5 8d @ 3 "oc SHEARWALL SCHEDULE 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL -TO- FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d slant nails @ 8 "oc for *A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. (PSW) *6 V 1.0 City of Tukwila Department of Community Development Steve Lancaster, Directo. NOTICE OF DECISION TO: Todd Powell, Applicant King County Assessor, Accounting Division Annette Jensen Robert Petrilli John Jensen Steven M Mullet, Mayo May 14, 2007 This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. L PROJECT INFORMATION Project File Number: L07 -016 Applicant: Powell Homes Type of Permit Applied for: Type III, Variance Application Project Description: The applicant, Powell Homes, seeks variance approval pursuant to TMC 18.72.020 to allow construction of a house on a lot not meeting the minimum lot area requirement in the Low Density Residential zone. Location: 122xx 50 Ave South, Parcel Number 017900 - 1725 Associated Files: None Comprehensive Plan LDR Designation/Zoning rA District: r. - ° ., SEP 14 2007 IL DECISION PERMIT CEN T Er, SEPA Determination: The City SEPA Responsible Official has: determined that the project, as proposed, does not require a threshold determination under SEPA because it qualifies as a planned action pursuant to WAC 197 -11 -172, that the probable significant adverse environmental impacts of the project were adequately analyzed in the EIS previously prepared Type 3 Permit Decision by Hearing Examiner (except shoreline variance) /� Initials Page 1 of 2 04/29/2005 1:48:00 PM v aSe P:\Planning Forms\Notice of Decision\NOD Type 3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 for the planned action and will implement the conditions and mitigation measures imposed by the planned action approval. Decision on Substantive Permit: The City Hearing Examiner has determined that the application for a variance does comply with applicable City and state code requirements and has approved that application, subject to any conditions which are set forth in the Decision. Brandon Miles, Assistant Planner Department of Community Development City of Tukwila III. YOUR APPEAL RIGHTS The Decision on this Application is a Type 3 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of the Decision is permitted. A party who is not satisfied with the Hearing Examiner's decision may file an appeal in King County Superior Court. IV. PROCEDURES AND TIME FOR APPEALING Any party wishing to challenge the Hearing Examiner's Decision must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon Miles, who may be contacted at 206 -431 -3684 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Type 3 Permit Decision by Hearing Examiner (except shoreline variance) Initials Page 2 of 2 P: \Planning Forms\Notice of Decision\NOD Type 3.doc 04/29/2005 1:48:00 PM 02 -12 -2008 TODD POWELL P 0 BOX 98309 DES MOINES WA 98198 RE: Permit Application No. D07 -358 12207 50 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 09/14/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/12/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/12/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will 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, x c: fer Marshall 't Technician Permit File No. D07 -358 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 2, 2008 Todd Powell PO Box 98309 Des Moines WA 98198 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -358 Powell Home Builders —12207 50 Ave S Dear Mr. Powell, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Ctit Bill Rambo Permit Technician end File No. D07 -358 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:\Pem,t Center CCorrection Letters V007007-358 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 28, 2007 Project Name: Powell Home Builders Permit #: D07 -358 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). Of applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Previous letter requested the identification of fmish grade. Provide a benchmark elevation point with additional clarification to identify elevations relative to street, lot and building elevations, and to show lot slopes away from the building. Elevations shall also show footing drains shall have sufficient slope for the footing drain and discharge system. 2. Identify location of crawl space and attic access on the plan. Attic space access shall be located at a point to allow 30 inch minimum unobstructed headroom in the attic space at some point above the access opening. (IRC R408.4 & R807.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: November 27, 2007 Todd Powell D07 -358 12207 50` Ave S LDR . PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The site plan and elevations do not appear to match. The site plan shows a home which is generally 20 feet wide. However the gas insert is not shown on the site plan. The gas insert extends 1.5 feet from the foundation of the house. This puts the insert in the setback area. The gas insert must meet setbacks. The elevations (sheet 5C) shows pillars on the south side of the garage. These pillars are not reflected on the site plan and will not meet setbacks. September 19, 2007 Todd Powell PO Box 98309 Des Moines WA 98198 Dear Mr. Powell: Enclosures File: D07 -366 arshall hnician Ciy of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -358 Powell Home Builders —12207 50 Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 14, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment 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 messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Q P:1Permit Center\Incomplete Letters\2007\D07 -358 Incomplete Ltr #1.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r Determination of Completeness Memo Date: September 18, 2007 Project Name: Powell Home Builders Permit #: 007 -358 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a full size sheet showing site vicinity with a site plan complete with site elevations, street, culverts or drainage systems etc. Site elevations shall identify finish grade and finish floor elevation relative to street elevation to show how finish grade shall slope away from the building. 2. In addition to item 1), the site plan shall show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) 3. In addition to item 2), crawl space drainage in the general vicinity and the subject building site, footing drains shall be run to a separate designed drainage field or dispersion pit. Top of the dispersion pit shall be at an elevation that is below the grade level of the crawl space and shall allow any water overflow to travel away from the building. A geotech analysis report may be required to show the ground soil conditions shall be sufficient to handle footing drains and assure seasonal high water table shall not impact the footing drain field and to assure that water shall not back up into the crawl space. Otherwise it is recommended for the residence to be slab on grade construction with no crawl space. However another alternative is to show the crawl space finish grade even with the exterior finish grade with a foundation extending below finish grade. In either case top of foundation or finish grade at the building perimeter shall be elevated to ensure proper drainage away from building to a storm water drainage system or culvert. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance. Program — Al. Building Owner's Name A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pc, 13'e:ac_ cR City a A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 5 ' - h t_ : 1 Signature 4 Aa. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) rAJC-71 -E 4411 -Y 0 �- A5. Latitude /Longitude: Lat. L j7 ° ?A • 35" )J Long. 122 • U. 2.4:0 Va Horizontal Datum: ❑ NAD 1927 El NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number " A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) O 7 sq ft a) Square footage of attached garage 1 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade / y walls within 1.0 foot above adjacent grade / C) c) Total net area of flood openings in A8.b /coo sq in c) Total net area of flood openings in A9.b Wag sq in B1. NFIP Community Name & Community Number Title Company Name Address City ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 82. County Name State B 10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item 89. 0 FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 [J Yes 0 No Designation Date 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction • 'A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, ARIAH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT. Benchmark Utilized Vertical Datum Conversion /Comments a) Top of bottom floor (Including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) _Q feet g) Highest adjacent (finished) grade (HAG) _Q feet SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation information. I certify that the Information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name License Number Date Telephone Check the measurement used. ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) _Q feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) State ZIP Code FEMA Form 81 - 31, February 2006 See reverse side for continuation. OMB Na. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number ZIP Cod w60 0 83. State PLACE SEAL HERE Replaces all previous editions 84. Map/Panel Number 85. Suffix 86. FIRM Index Date 87. FIRM Panel Effective /Revised Date 88. Flood Zone(s) 89. Base Flood Elevation(s) (Zone A0, use base flood depth) U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance. Program — Al. Building Owner's Name A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pc, 13'e:ac_ cR City a A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 5 ' - h t_ : 1 Signature 4 Aa. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) rAJC-71 -E 4411 -Y 0 �- A5. Latitude /Longitude: Lat. L j7 ° ?A • 35" )J Long. 122 • U. 2.4:0 Va Horizontal Datum: ❑ NAD 1927 El NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number " A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) O 7 sq ft a) Square footage of attached garage 1 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade / y walls within 1.0 foot above adjacent grade / C) c) Total net area of flood openings in A8.b /coo sq in c) Total net area of flood openings in A9.b Wag sq in B1. NFIP Community Name & Community Number Title Company Name Address City ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 82. County Name State B 10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item 89. 0 FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 [J Yes 0 No Designation Date 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction • 'A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, ARIAH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT. Benchmark Utilized Vertical Datum Conversion /Comments a) Top of bottom floor (Including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) _Q feet g) Highest adjacent (finished) grade (HAG) _Q feet SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation information. I certify that the Information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name License Number Date Telephone Check the measurement used. ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) _Q feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) State ZIP Code FEMA Form 81 - 31, February 2006 See reverse side for continuation. OMB Na. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number ZIP Cod w60 0 83. State PLACE SEAL HERE Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt.. Unit, Suite, and /cr Bldg. Nc.) or P.C. Route and Box No. C ity SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Ccpy both sides of this Elevation Certificate fcr (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - Issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is — ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in SectioiLLA Items 8 and/or 9 (see gage 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is �_ . _ ❑ feet Ll meters ❑ above or below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is — ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owners or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title State ZlP Code Community Name Telephone Signature Comments Date For Insurance Company Use: Policy Number Company NAIC Number ❑ Check here if attachments ❑ Check here if attachments ❑ Check here if attachments FEMA Form 81 - 31, February 2006 Replaces all previous editions Parcel No.: 0179001725 Permit Number: D07 -358 Address: 12207 50 AV S TUKW Issue Date: 02/27/2008 Suite No: Permit Expires On: 08/25/2008 Applicant: POWELL HOME BUILDERS DESCRIPTION OF WORK: NEW 2080 SQ FT SINGLE FAMILY RESIDENCE WITH 495 SQ FT GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, WATER SERVICE LINE & WATER METER, SANITARY SIDE SEWER, UNDERGROUNDING OF POWER, AND STREET USE FOR CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY. Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204m07 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $5,897.00 doc: WTRMTR City otjukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us WATER METER INFORMATION METER #1 $5,297.00 METER #2 METER #3 $0.00 $0.00 D07 -358 Printed: 03-06 -2008 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 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for lsr 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fee , PROJECT NAME Po W E CZ H 001 & ate/4.5 PERMIT # 07 3Sg - 504 a4v6 • 5.,) 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. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention — Water/Sewer/Surface Water 1, eoo, Soo, ( oto Road/Parking/Access 2. eon A. Total Improvements o oo 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) $ L o (4) 5. Enter total excavation volume 2 0 cubic yards Enter total fill volume Z.a cubic yards ion and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 150 r Use the following table to estimate the grading plan review and permit fee. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 4-0 b 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. (5) 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 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1s 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 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 BULLETIN A2 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 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. $ 150 0 egolti €� C'� ( Approved 09.25.02 Last Revised Jan. 2006 2 0 $ 23 (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* 600 D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Total A through E $ (e 00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 7) $ 8,241 ! B. Allentown Sewer (Ordinance 1-7-7.7)2117 $ 15 000 C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ lb 13 G. Other Fees $ 2 .9• a 1 CA 4c W1'> A Total A through G $ .5 SS (10) (RcGc) s� DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 3 O '33 1 Approved 09.25.02 Last Revised Jan. 2006 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $1,000 Temporary Meter 3 4 icfm fr1/21/07 Reference Number(s) of Related Document(s): D07 -358 Grantor: Powell Home Builders, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Along 50 Ave. South, adjacent to 122xx — 50 Ave. South. Work within the City Right -of -Way, including driveway access, utilities, and undergrounding of power. 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. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this Z t day of , 200t 7 STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that 77) CE) t-%— is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the ___F>121 nJv' of Po tkie, k L , P t fZS, IA/ L , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated . ¢•vAP' 7,1 20023 • �(3 E, to ' 1 •� , �' 1- • S '� Notary Public in and f r the State of Washington :::: _ • s residing at appointment \C) � M ointment ires 1D�I t) ue� pP expires 1 f t` t; 91 \ *" Property • wner / Authorized Signature DATED this GRANTEE: By: Print Name: Its: CITY of TUKWILA James Morrow STATE OF WASHINGTON) )SS. COUNTY OF KING ) day of F TIt`J! c 1 'e' , 200e. Public Works Director On this day, before me personally appeared JIM MORROW 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. Name: ccerk NOTARY PUBLIC, in and for the State of Washington, residing at Li KL: ( /Cc_ My commission expires: U 5--a C1_/ C) Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -358 DATE: 08 -27 -08 PROJECT NAME: POWELL HOME BUILDERS SITE ADDRESS: 12225 50 AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: B g vislio Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ❑ Permit Coordinator ❑ DUE DATE: 08-28-08 No further Review Required DATE: DATE: Planning Division Not Applicable C C DUE DATE: 09-25-08 Approved with Conditions ❑ Not Approved (attach comments) C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -358 PROJECT NAME: SITE ADDRESS: 12207 40 AV S Original Plan Submittal X Response to Correction Letter # 1 POWELL HOME BUILDERS DATE: 02 -06 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 0 Bui • g t9ivision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Structural Review Required Approved with Conditions DATE: DATE: /fro 5 Planning Division gi Permit Coordinator LI DUE DATE: 02-1 2-08 Not Applicable C No further Review Required DUE DATE: 03-11-08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -358 DATE: 11 -16 -07 PROJECT NAME: POWELL HOME BUILDERS SITE ADDRESS: 12207 50 AV S Original Plan Submittal Response to Correction Letter # Revision # X Response to Incomplete Letter # 1 After Permit Issued DEPARTMENTS: � Buil • i' g Div on Publi � Works P M .' t Aim i 41.01 Complete TUES/THURS ROUTING: Please Route `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Documents/routing slip.doc 2 -28-02 Fire Prevention Structural Incomplete ❑ Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) d.n 11 -14" 1 Planning Division Permit Coordinator DUE DATE: 11-20-07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: REVIEWER'S INITIALS: No further Review Required DATE: DUE DATE: 12-18-07 Not Approved (attach comments) Notation: DATE: Permit Center Use Only '1 CORRECTION LETTER MAILED: 1 g Departments issued corrections: Bldg Fire ❑ PInglgr PW ❑ Staff Initials: All' ) COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -358 DATE: 09 -14 -07 PROJECT NAME: POWELL HOME BUILDERS SITE ADDRESS: 12207 50 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Public Works Complete Please Route Documents/routing slip.doc 2 -28 -02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: fl (1 Departments determined incomplete: Bldg] Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Fire Prevention Dit Structural ❑ Incomplete Structural Review Required DATE: DATE: Planning Division Permit Coordinator DUE DATE: 09 -18 -07 Not Applicable LETTER OF COMPLETENESS MAILED: ❑ No further Review Required DUE DATE: 10 -16 -07 Iffr Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 2 � (,� 1 Received by: Received by: ummary of Revision: S t,!i yN i ��G la i4 U ti1� 'h U� YC�Q � � - Received by:- 7 .t(KA - m-A1,..) R f\ ids REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: REVISION NO. DATE. RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: owtf,I1 SITE ADDRESS: A.r REVISION LOG PERMIT NO: Pt 4- ORIGINAL ISSUE DATE: 0 -'!1* (please print) (please print) (please print) (please print) ease print) 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: httn: / /www.ci.ttrkwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: oo /2 08 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Th al Project Address: lZ Project $n A) S Summary of Revision: Entered in Permits Plus on \applications\fortns- applications on line\revision submittal Created: 8 -13 -2004 Revised: Do - 7— 3SB clivIg AUG 2 7 BOB Contact Person: t4L1 �5 #=., R\LE r &VI S Phone Number: 70A 73 rr I.1 3g ` 1JL, �►J adt. Sheet Number(s): 3C-7 L_»A i 1 C-A L..G'. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 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.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: e/0 ( Ple) 8 Plan Check/Permit Number: D07-358 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Powell Home Builders Project Address: 12207 50 Ave S Contact Person: Todd Powell Phone Number: Summary of Revision: 4t19 t', �f AC C� �� /Pe(lTis , - & /A) te-LL/AFL -0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director 1 sl r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Z ' C-7 'f C- / ' G Entered in Permits Plus on 02-1a0 Date: 11)1'5/0 Sheet Number(s): 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.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07-358 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Powell Home Builders Project Address: 12207 50 Av S Contact Person: ' PA-µtrs Phone Number: ( ez- -j— jj 001 Summary of Revision: I -M t N facct era DF Gott pi.XTF l tg . U$14 8 . I 5 orJ 144040 u,A-s R mov IOe-o "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: D,L ❑ Entered in Permits Plus on 1 ( t Ip '(ri \applications\ forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWIIA NOV 16 20011 Residential Sewer Use Lrtification W T 3SC Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 1tiZ ex - A v Property Street Address 111PU i L■.#r City Owner's Name wQ War's Mailing Address pe5i H ins vtiA get �' 4s City State ZIP (w to) � 1 moo I owner's Phone Number (with Area Code) . 6749 ) &( . 7--z • ‘,° Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City State ZIP r3 '-O9 24' State ZIP King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate TIJI --vc� I L--/N Sewer District Date of Sewer Connection Side Sewer Permit Number 0/ — 7 6 100 17 Z Required: Property Tax Parcel Number Subdivision Name Lot Nb ber Number K Building Name Subdivision Number Block Number Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? D Yes D No Was building on Sanitary Sewer? D Yes O No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? D Yes D No Residential Customer P check appropriate box: Equivalent (RCE) Ld' Single- family (free standing, detached only) 1.0 Multi- Family (any shared walls): D Duplex (0.8 RCE per unit) 1.6 O 3 -Plex (0.8 RCE per unit) 2.4 D 4 -Plex (0.8 RCE per unit) 3.2 D 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi- family, will units be sold individually? D Yes D No If yes, will this property have a Homeowner's Association? O Yes O No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corr ted data for determination of a revised capacity charge. / Signature of Owner /Representative Date (3 Y leo 7 Print Name of Owner /Representative -d 1057 (Rev. 10/04) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer L .1111E0 mom License Information License POWELBI949KD Licensee Name POWELL BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602565801 Ind. Ins. Account Id 21850702 Business Type CORPORATION Address 1 PO BOX 98309 Address 2 City DES MOINES County KING State WA Zip 98198 Phone 2068248001 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/4/2006 Expiration Date 5/4/2008 Suspend Date Separation Date Parent Company Previous License POWELHB121K3 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 DEVELOPERS SURETY & INDEM CO 576586C 02/13/2006 Until Cancelled $12,000.00 05/04/2006 Business Owner Information Name Role Effective Date Expiration Date POWELL, TODD E PRESIDENT 05/04/2006 POWELL, BROOKS B SECRETARY 05/04/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= POWELBI949KD 02/27/2008 F625- 052 -000 (8/97) F625- 052 -000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. .# EXP. DATE CCO1.- POWELBI949KD 05/04/2008 EFFECTIVE DATE 05/04/2006 POWELL BUILDERS INC PO BOX 98309 DES MOINES WA 98198 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01,� - - POWELBI949KD 05/04/2008 EFFECTIVE,; DATE. 05/04/2006 POWELL BUILDERS INC PO BOX -- ;98309;:: DES - MOINES WA 98198 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold 18 "MIN 15' REAR BSBL IE =15.8 z\ \ \ \ z / \ \� j \ \ \j \ \ o 00 o O °o o o ° 0 ° o o° o 'BO a 0 ° 0 0 0 00 0° 00 0 0 Do o 0 o O0 00 0c,0 0° 0� Do 0 00 oqo 00 " 00 0 n oo 00 OQ 24 "MIN X- SECTION PROPOSED HOUSE X: \07PROJECTS \07841 POWELL_TK5 \07841 LDT \DWG \07841 MODL.DWG CONNECT ALL DOWNSPOUTS TO PERFORATED PIPE PROPOSED HOUSE 800 SF FF =18.0 ROOF DRAIN PER DETAIL 2 6 "PVC SDR -35 ©2% MIN, TYP. NATIVE FILL FILTER FABRIC 6" PERFORATED PIPE 3/4" ---1 y2„ WASHED ROCK - 5' SIDE BSBL, TYP. TO ROAD DRAINAGE SYSTEM 2'x10' LEVEL TRENCH W/ PERFORATED PIPE PERFORATED STUB OUT CONNECTION NOT TO SCALE - SCHEMATIC GRAPHIC SCALE (IN FEET) l inch 10 ft. N89'17'24 "W 100.00' N8917'24 "W 100.00' PROPOSED HOUSE 500 SF FF =17.0 ME, CO Y Permit No Plar review approval is subject to errors and omissions. . documents does not authorize of constnictian docum Approve) o the violation of any adopted cod e or ordinance. Receipt o{ approved F!el- " and conditions Is acknowledged: IE =14.0 FOR: Mechanical .✓ Electrical [_� Iumbirtg ." Gas Piping City of Tukwila :,II._DING DIVISION PERFORATED PIPE PER DETAIL 1 ROOF DRAIN MAINTAIN 12" MIN. VERTICAL SEPARATION FROM FOOTING DRAIN 3 /4" WATER SERVICE PER CITY OF TUKWILA STANDARDS City of Tukwila BUILDING DIVISION 3 /4 " -11Z" DRAIN GRAVEL, 12" MIN SURROUND FOOTING DRAIN 4" RIGID PERF PIPE CONNECT TO STORM DRAIN 12" BELOW CRAWL SPACE GRADE. YARD DRAIN RIM= 16.0 IE =13.8 w PROPOSED DRIVEWAY 540 SF 4, 4, , _ 20' FRONT BSBL NOT TO SCALE 3? 2 "± 6 SLOPE FINISHED GRADE MIN AWAY FROM BUILDING • WATER PROOFING k. BY OTHERS FOOTING DRAIN 25' TK -5 / 50TH AVE S SECTION 10 TOWNSHIP 23 NORTH, RANGE 4 WEST, W.M. PAVEMENT PATCH PER DETAIL 3 CB1, TYPE 1 RIM =16.41 IE -13.20 FIELD VERIFY 6" SIDE SEWER PER CITY OF TUKWILA STANDARDS GENERAL NOTES: SAWCUT LINE EXISTING ASPHALT PAVEMENT EXISTING EARTH OR GRANULAR BASE 2" CLASS B ACP 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY 30' 16.25' _ 3 " 2% SLOPE SLOPE FINISHED GRADE TOWARDS YARD DRAIN DRIVEWAY CROSS SECTION NOT TO SCALE WIDTH OF RESTORATION ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING ASPHALT DEPTH 1 • TRENCH WIDTH NOT TO SCALE 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. NOTIFY THE UTILITIES AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206- 433 - -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHENNISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 4" CRUSHED ROCK COMPACTED SUBGRADE YARD DRAIN' MATCH EXIST, TYP. NOTES: 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY THE CITY ENGINEER. WATER: SEWER: FIRE: FLEXIBLE PAVEMENT PATCHING DETAIL TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA SHEET INDEX SITE SITE INFORMATION PER REFERENCED SURVEY UTILITY INFORMATION C1.1 SITE AND UTILITY PLAN C1.2 TESC PLAN SAWCUT LINE VICINITY MAP - NOT TO SCALE - LEGAL DESCRIPTION 017900 --1725 122xx 50TH AVE. S TUKWILA, WA 98178 TODD POWELL (206) 824 -8001 LDR (CITY OF TUKWILA) 3,000± S.F.(0.07 AC.) CITY OF TUKWILA CITY OF TUKWILA CITY OF TUKWILA LOT 33, BLOCK 8, PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. BENCHMARK IS: HC17 -3 WSDOT 3" BRASS DISK WITH PUNCH AT SE CORNER OF S 129TH STREET OVERPASS OVER 1 -5, EAST OF INTX. WITH S 130TH PL. AND 50TH PL. S ELEV. = 117.85 FEET CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 EXISTING ASPHALT PAVEMENT r hcsc plans have been reviewed by the Public ;: orks Department for conformance with current ---CimiTaldards. Acceptance is subject to errors and rt;i i ss inns which do not authorize violations of ariopled standards or ordinances. The responsibility for the adequacy of the design rests totally with the (Iesismncr. Additions, deletions or revisions to these drawings after this date will void this acceptance anti Neill require a resubmittal of revised drawings for s jll,sequcnt approval. 1'i nl acceptance is subject to field inspection by ,I, Public 'Forks utilities inspector. By: 12/ r/07._ 'DoT 358 INCOMPLETE LT R# NOV 16 2007 ?EIS vEI; CEN TL DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 00 0) r 0) 0) C') Q co 0 X cli O O u co w m Q ca DRAWN: KCF DCI NO: 07841 DATE: 11/14/07 EXPIRES 7 -1 -09 1 OF 2 SHEETS BENCHMARK IS: HC17 -3 WSDOT 3" BRASS DISK WITH PUNCH AT SE CORNER OF S 129TH STREET OVERPASS OVER 1 -5, EAST OF INTX. WITH S 130TH PL. AND 50TH PL. S ELEV. = 117.85 FEET CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 X: \07PROJECTS \07841 POWELL_TK5 \07841 LDT \DWG \07841 TESC.DWG TEMPORARY STOCKPILE LOCATION GRAPHIC SCALE (1N FEET) 1 inch = 10 ft. N8917'24 "W 100.00' N89 °17'24 "W 100.00' CLEARING LIMITS, TYP. FILTER FENCE PER DETAIL 5 TESC NOTES 6. REVEGETATE ALL DISTURBED AREAS NOT OTHERWISE IMPROVED. 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 25' 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. TK -5 / 50TH AVE S SECTION 10 TOWNSHIP 23 NORTH, RANGE 4 WEST, W.M. CB PROTECTION, TYP. PER DETAIL 6 CONSTRUCTION ENTRANCE PER DETAIL 4 1351 INSTALL CULVERT IF DITCH IS PRESENT PER ROAD STANDARDS REFER TO SECTION D.4.4.1 OF THE KING COUNTY SWDM FOR ADDITIONAL INFORMATION 5' 2.5' n I' GRATE IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE 3 /4" - 1)/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF ORANGE FILTER FENCE ON THE SURFACE. FINISHED GROUND SURFACE SECTION CATCH BASIN NOT TO SCALE IN 8 "x12" TRENCH 6' MAX. ELEVATION NOT TO SCALE sr -. TQ G4caT��T CL, <9' <4• -9 CONSTRUCTION ENTRANCE NOT TO SCALE MIRAFI 14ONS OR EQ. FILTER FABRIC MATERIAL (60' WIDE ROLLS) OVER 2 "x2 "x14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE BURY BOTTOM OF FENCE 2 "x4" STANDARD OR BETTER (NARROW SIDE TO FENCE) OR STEEL FENCE POSTS FILTER FABRIC FENCE STD STRENGTH FILTER FABRIC AIIMINMANM 1$: PER KING CO. ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R/W PRIOR TO INSTALLING CONSTRUCTION ENTRANCE TO AVOID DAMAGING PAVEMENT EDGE. CROWN 2s, ENTRANCE TO DRAIN. r 6" CATCH BASIN PROTECTION n NOTES 1. ONLY TO BE USED WHERE PONDING ABOVE CATCH BASIN WILL NOT IMPACT TRAFFIC AND WHERE OVERFLOW WILL NOT ERODE SLOPES OR EXPOSED SOIL. 2. FOR THRU -CURB INLETS, PLUG CURB OPENING WITH STRAW OR BRICKS TO PREVENT WATER FROM ENTERING CATCH BASIN. 5' PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA INCOMPLETE LTR #� c; NOV 16 2001 PERMIT CENTEIh, DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 W O 2 J J W 0 oo 0) a o' a 0 ' w O m 0 w m w I" a O F- DRAWN: DATE: 11/14/07 C12 EXPIRES 7 -3 -09 2 OF 2 SHEETS GENERAL NOTES 1 N T RACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE NITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SE c>ACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTUR AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL SE NOTIFIED PRIOR TO CONSTRUCTION OF DISGRE- ANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. INRI T il;N DIMENSIONS TAKE PRECEDENCE OVER DRAINING SCALE, T AILS TAKE PREGEENGE OVER PLAN AND ELEVATION VIENS- 3. ALL WORKMANSHIP, MATERIALS AND INSTAL' FE) PRODUCTS SHALL MEET CR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE LS.0., NS -E.G., N_T-S.,U.P.C., AND ALL AFPLIGASLE LOCAL CODES, NHIGH SHALL TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN NAS DRAWN FROM GENERAL SITE LANDMARKS AND IS NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING S>;TTAGKS OR SHALL, AT HIS DISCRETION, REQUT THE CNNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED SY THE BUILDING OFFICIAL WITHIN HIS /HER JURISDICTION. S. THE CONTRACTOR SHALL VERIFY SiZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WAI L S AND ROOF WITH PROPOSE) MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO SE HANDL'=' AND INSTALL= PER MANUFACTURER'S RECOMMENDATIONS_ T. THESE D RANINGS ARE INS T RUMITS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAN, STATUTORY AND OTHER R RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WTHOUT PERMISSION IN NRITING FROM THE ARCHITECT. GENERAL GONSTi- UGT1ON NOTES A. SITE CONDITIONS AND SiTE ? MORK 1. IF SOIL CONDITIONS ENCOUN i BRED UPON EXCAVATION DIFFER FROM THE SOIL SEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCE=SSIVE GROUND HATER IS PRESENT, CONTACT THIS OFFICE SEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BACKFILL UNTiL HALLS HAVE SEEN ADEQUATELY BRACED OR HAVE BEEN DESIGN= TO RESIST LA I Ere-AL EARTH PRE=SSURE. BACKFILL MAT DIAL SHALL SE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. 3. INSTALL 4" DIAM. PVC PERFORATED F'ERIME t =re.. DRAINS (AS REQUIRED EY SITE CONDITIONS) IN 1 CU. FT_ OF DRAIN GRAVEL PER LINEAL FOOT, AND PROVIDE SEPARATE DOWNSPOUT AND SEALED SURFACE DRAINAGE AND /OR RETENTION AS REQUIRED BY LOCAL COD 4. EXCAVAI ED SOIL TO BE STOCKPILED ON SITE U.N.0_ Nl/ 10' MAX. HG T AND 1/1 H TO V SLOPE. S. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR b" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP -FROOF FOUNDATION NALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE SPACE. USE 2 COATS ASPHALTIC EMULSION TO THE EXTERIOR OF THE WALL. G. REINFORCING 1. INSTALL REINFORCING PER A-G.l. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS KITH A MIN. OF SO BAR DIAMETERS. MINIMUM BAR CONE COVER: EXPOSURE TO WEATHER 2 ", TO EARTH 5 ". TO OTHER 1 ". 2. EMBED ANCHOR SOLTS A MINIMUM OF 7" U.N.O., PLACE WITHIN 12" OF ENDS. 3. NEN FOOTINGS SHALL NOT IMPOSE "UNDE5IGNED" LOADS ON NEN OR EXISTING BASEMENT OR RETAINING NAILS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER N -G.L.I S. OR N- N.P.A. AS APPLICABLE. GRADE AND SPECIES FER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART'. 2. SILL PLATES, DECK SUS- STRUCTURES, POSTS AND SEAMS EXPOSED TO WEATHER AND ANY HOOD IN CONTACT WITH CONCRETE SHALL SE PRESSURE TREATED KITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL SE FRAMED TO TRUE END BEARING KITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LA i T=EAL SUPPORT FOR SEAMS, RAFTERS AND JOISTS PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST SEARING OF 1 1/2" ON WOOD, 3" ON CONCRETE. 4. 'AULT1 2X BUILT -+JP SEAMS SHALL SE SPIKED TOGETHER, UNLESS NOTED, USE 10d NAILS @ 12" O.G. STAGGERED. 5. SOLID BLOCK N/ 2X a MIDPOINT OF STUDS OVER 10 FEET, SECON BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS @ ^1JPPORTS. b_ •HOOD ENTERING GONGRE T E OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDE AND END. T. DOUBLE JOISTS UNDER PARAI_LE SEARING PARTITIONS AND UNDER %`IINDOIN CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 3. FiRESTOP AND DRAT T S T OP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENING AT CEILING AND FLOOR LEVEI 5, FLOOR TO ATTIC, AT 10' INTERVALS, HORIZONTAL SEHIND WALL FURRING, AT TOP, B OTTOM AND SIDES OF STAIRS, WITH 2" NOMINAL ':.UMBER. GLU -LAM SEAMS SHALL BEAR A.I.T.G_ INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL BE " SIMPSON" OR AN APPROVED EQUIVALENT. 2. FRAME NAILING SHALL COMPLY WITH IBC R602.5.(1) (2) UNLESS NOTED OTHE-ZNISE ON FRAMING. PLANS OR SHEARNALL SCHEDULE. ALL NAILS SHALL SE COMMON HIRE NAILS U_N.O. 3. USE CUT HASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSES TO WEATHER SHALL SE G-ALVANI 7 OR HAVE APPROVED COATING. ROOFING SHALT. BE FASTENED KITH CORROSION-RESISTANT FASTENERS. 4. TREA D MOOD REQUIRES THE USE OF STAINLT S S T L. SIMPSON ZMAX OR =, OR HOT - DIPPED GALVANIZED FASTENERS. CONNECTORS AND ANCHORS. F. PLY HOOD AND DIAPHRAGM NAILING 1. ALL PLYNCOD FOR STRUCTURAL USES SHALL CONFORM AND SEAR A GRADING STAMP OF THE AMERICAN PLY'NOOD ASSOCIATION (APA) AND NAIL PER. • IBC 5023.(1).(2). 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON FLANS: FLOOR SHEATHING SHALL SE TAG 3/4" C -D -EXT -APA PLYWOOD WITH EXT. GLUE, F.1. 32/1S, GLUE TO JOISTS AND NAIL WITH 10d @ 6" 0/• EDGES, 1Od @ 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/52" C -D -INT -AEA PLYWOOD NITH E X I I Q R GLUE, P -I. 24/0, NAIL Sd @ 6" 0/C EDGES, Sd @ 12' 0/C FiFI r7 NALL SHALL SE 1/16" 055 AND NAIL KITH 561 NAILS AT 6" O.G. PANEL =GEE. AND 12" O.G. FIELD. G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS KITH SCREENED OPENINGS NOT LE•S THAN 1 SQ. FT.(NET FREE) FOR EACH 150 SQ. FT. OF UNDER. FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TING OPPOSITE SIDES AND ONE OPEI`(ING SHALL SE WITHIN 3 FEET II OF EVERY CORNER. COVER KITH 1 /S" CORROSION RESISTANT HIRE MESH AT CRAWL SPACE OPENINGS. 2. VENTILATE AT T1G SPACT NITH CROSS VENTILATION EQUAL TO 1/150TH OF THE ATTIC AREA(NET FREE), EXCEPT THE AREA MAY SE 1/500TH, FROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVES. 5. PROVIDE AN ACGE5515LF ATTiC, ACCESS PANEL, 22' X 30" MINIMUM KITH A CLEAR HEIGHT OF 30 ", INSULATE AND HEATHER- STRIP. 4_ PROVIDE 15" X 24" ACCESS THROUGH THE FLOOR OR 15" X 24" THROUGH THE WALL TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. l EMrEr2E7 SAFETY GLASS SHALL SE iNS T Al I r IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUSJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS > 9 SQ. FT. NNEN LESS THAN 1b" ABOVE FLOOR OR NALIKING SURFACE AND AS DESCRIBED IN IBC R505.4_ SAFETY .GLAZING IS REQUIRED TO SE PERMANENTLY MARKED PER ISC R305.1_ I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND D I ERMINE ADEQUACY OF EXISTING AND FROFOSE7D ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E_C., STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. HARM AIR FURNACE OR GAS H.N. SHALL NOT SE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VISITS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. 5. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 25 GAUGE MINIMUM OR SHALL HAVE APPROVES DAMPERS. 4. DUCTING SHALL Mi- ` U.M.G. STANDARDS AND SYSTEMS ARE TO SE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, 'EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECT'S REVIEW. 5. BATHROOMS, LANDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A SACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING- SEPARATE PERMIT REQUIRED. K. PLUMSING 1. PLUMBING CONTRACTOR SHALL SiZE ALL LINE:: AND VENTS PER U.P.C_ 2. HOT NSA i rR TANKS SHALL SE SIZED SY INDUSTRY STANDARDS FOR PROPOSED USE AND BE SELED NAECA APPROVED. B. FLOW RATES TO COMPLY %`N.ITH WAC 51 -45 SECTION 402.0 TOILETS: 1.6 GPF(MAX), SHOVERS: 2.5 GPM(MAX), L t VATORIE /FAUCET : 2.5 G.F1 1(MAX). 3. PROVIDE SEISMIC STRAPS AND PRE.=% = URE RELIEF VALVES(PLUMEE`D TO OUTSIDE) AT HOT WATER TANKS. SEPARATE E PERMIT REQUIRED. L. MOiSTURE CONTROL 1. E.-HONER-5. SHALL HAVE A NON - ABSORBENT SURFACE TO A HEIGHT OF 6'-O • ABOVE FLOOR. 2. PROVIDE Y`(ATi BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TiLE 5HO1/NIERS WITH A SITE -SUILT FAN SHALL SE FILLED AND LEAK T STT FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TiLE ACCESSORIES. M. SA T H SAT' 1. HINGED SHOVER. DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL SE F=ULLY T �MFEREI OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" TEMPERED, 1/4" LAMINA N =L7. 2. FLOOR TILES AT 5HO1/NIERS AND NET AREAS SHALL BE SKID- RESISTANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAS BARS PER PLAN, CAPABLE OF SUPPORTING A 500# IMPACT LOAD_ N. TRUSSES 1. PRE - FABRICATED TRUSSES SHALL SE DESIGNED SY A INASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE KITH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWINGS KITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED 5Y AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON HOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. 3. APPROVED HANGERS MUST SE USED AT ALL CONNECTIONS OF RN-- I E1.<S, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON - SEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STC FASTENERS. 4. TRUSSES SHALL SE BRAG= TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER. O. SKYLIGHTS 1. GLAZING SHALL SE INSULATED, FULLY TEMPERED, LAMINAR EIJ GLASS I lTH MIN. _015" POLYVINYL SUTYRAL INTER LAYER.. 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP FLASH SiDES. THE UNIT SHALL HAVE A CONDENSATION GUI I ER AT THE LONER END_ INSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND FLARE NELL TO CEILING PER PLANS. F. EMERGENCY EGRESS 1. EVERY SLEEPING ROOM AND BASEMENT SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.1 SO. FT., A MINIMUM CLEAR HEIGHT OF 24", A MINIMUM CLEAR WIDTH OF 20" AND SHALL SE OPERABLE FROM THE INSIDE WITHOUT SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY HAVE A NET CLEAR MINIMUM OPENING OF 5 SO. FT. Q. SMOKE ALARMS 1. SMOKE ALARMS SHALL SE PROVIDED IN EACH SL. EPING ROOM AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, MOUNTED ON THE CEILING OR NALL OUTSIDE EACH SLEEPING AREA. IN DWELLINGS WITH MORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE ALARM SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES, PROVIDE SMOKE DE I ECTORS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCATED ON LONER LEVEL, THEN SMOKE DETECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE DE I ECTORS SHALL BE AUDIBLE IN BEDROOMS. 2. SMOKE ALARMS IN NEN CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING PONtxt WITHOUT A DISCONNECT 5NI T CH OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY nACK -UP. ALL OTHERS MAY SE BATTERY OPERATED. 5. HHEN MORE THAN ONE ALARM 15 REQUIRED, THEY MUST BE INRERGONNEC I ti..) AND ONE ALARM WILL ACTIVATE AI I R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD SOLT NITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 2. PROVIDE OBSERVATION PORT @ 54 " -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY' FOR WINDOWS < 10' FROM FINISHED GRADE. v e2: 7 82 ;I1 REG i"1 .3 ".° S. GARAGE SEPARATION 1 GARAGE/DWFL 1 11`lG SEPARATION SHALL CONSIST OF FiRET APED 1/2" GINS APPLIED TO THE GARAGE SIDE OF ALL GARAGE SURFACE: ADJOINING DY`1ELL INGS, LIVING, ATTIC AND CRAWL SPACES. GARAGE CEILING WITH LIVING SPACE ABOVE USING TJI OR = SHALL USE 2 LAYERS 1/2" Si/NB TYPE "X 3. STRUCTURAL SUPPORTS FOR DWELLING `I:PACES SHALL ALSO BE WRAPPED: INCLUDING TLS, POSTS, SEAMS AND SOLID SAWN JOISTS IF SUPPORTING FLOOR SOV E. 4 AIR DUCTS PENETRATING THE SEPARATION SHALL SE 26 GAUGE OR HAVE AN APPROVED DAMPER. (4 5. DOORS FROM GARAGE TO DNFI I ING SHAD S 1 -3 /5" SOLID GORE, TIGHT FITTING AND SELF- CLOSING. T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF T -3/4" MAXIMUM, MINIMUM TREAD LENGTH OF 10" AND A 3 /S" MAXIMUM VARIATION. A NOSING OF NOT LESS THAN s" OR MORE THAN 1 -1/4" IS REQUIRED ON STAIRWAYS KITH SOLID RISERS UNLESS TREAD DEPTH IS 11" OR GREATER. 2_ HANDRAILS SHALL SE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS. 3. HANDRAILS SHAT) SE PLACED 54" TO 35" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF NALL Y4111-I A 1- 1/2" TO 2" DIAMETER, ER, SMOOTH GRASP AND A NFL OR RETURN 1-1/4" AT ENDS. 4. PROVIDE 6-5" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS SO" ABOVE GRADE OR ADJACENT FLOORS, KITH A MINIMUM HEIGHT OF 36" AND NT M ED IA T E BALUSTERS OR RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 1/2" &NB, FIRE T APED ON WALLS AND SOFFITS. PROVIDE FIREBLOCKING IN CONCEAL= SPACES BET1NEE'l STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BE`!^i IEEEN STUDS ALONG AND IN LINE KITH RUN OF STAIRS. IF THE NALL UNDER THE STAIRS ARE UNFINISHED. U. ENERGY NOTES PER 2006 WSEG 1. EX I ERIOR JOINTS AROUND NINDCN AND DOOR FRAMES, OPENINGS SEETWEEN NALL S, AND FOUNDATIONS, BE T HEEN NAL ! S AND ROOF, AND BE.TNE'`I HALL PANELS- OPENINGS AT PENETRATIONS. OF UTILITY SERVICES THROUGH HALLS, ROOF AND FLOORS: AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEAT ED, CAULKF 7, GASKE t ED OR HEATHER-STRIPPED 70 LIMIT AIR LEAKAGE. HEATHER -STRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO NEATFIER SMALL SE FLASHED IN SUCH MANNER AS TO MAKE THEM WEATHERPROOF, ALL FLASHING, COUNTER FLASHING AND COPING, HEN OF METAL, SHALL SE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HARM SiDE IN WINTER OF INSULATED ASSEMBLIES EXCEPT AT INSULATED HALLS KITH N.P. NALL BOARD AND AT SHOVER CEILINGS. 3. PROVIDE MIL, BLACK, AND POLYETHYLENE GROUND COVER AT CRAWL SPACES. OVERLAP 12" MINIMUM AND EXTEND TO FOUNDATION NALL 4. INSULATE FLOORS, NAL LS AND ROOF PER. PLAN TO ACHIEVE PROPER DENSITIES AND R- VAUJES 5. FACED INSULATION TO SE FACE STAPLED 6. INSULATE HOT AIR DUCTS IN NON - HEATED SPACES PER TABLE 4 -16 (R -4). T. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS KITH R -10 RIGID INSULATION. 8. INSULATE EE HOT HATER PIPES PER TABLE 4 -17. 9. PROVIDE 2.5 GPM. FLON RES T RICTORS AT SHOWERS. 10_ NATER HEATERS AND HEATING EQUIPMENT SHALL MEET II 1987 NAECA. 11_ ELECTRIC RN TANKS IN NON - HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -1O. 12. HVAC EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 200% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOSS GALLS. 15. RECESSED LIGHTING SHALL SE TYPE 1C, OR NON 1C INSIDE AIR-TIGHT ASSEMBLY (1/2" GNB SOX). 14. EXTEND WIND BAFFLES 70 A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. V. VENTILATION AND INDOOR AIR QUALITY PER VIAQ 2006_ 1_ INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND PONDER ROOMS SHALL HAVE MINIMUM 50 CFM @' .25 N.G. KITCHENS SHALL HAVE MINIMUM IOC GEM @ .25 N.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULATED ED TO R -d- IN UNCONDITIONED SPACES. SE EQUIPPED KITH A BACK DRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY NITH TABLE 5.3 VIAQ CODE. NOTE: IT IS RECOMMENDED BY KING COUNTY TO INSTALL A GEN I RALLY LOCATED WHOLE HOUSE EXHAUST FAN 'C-117r4 A MAXIMUM BONE RATING OF 1.5 AND Si7F7 ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS NIL L FACILITATE FRESH AIR ISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE _ADEN AIR BEING. DRIVEN INTO THE BUILDING. INTERIOR 5 SHOULD BE UNDERCUT 1/2" ABOVE THE FINISHED LOOR. v ii e [ I.' yF1r u i'. 3 G. � t4 '. :) ESIGN LOADS CODES 2006 INTERNATIONAL BUILDING CODE KITH SHINGTCN STATE AND SEATTLE AMENDMENTS IF APPL!C -SLE AND 2006 WASHINGTON STATE ENERGY CODE. • LATERAL ANALYSTS 2005 INTERNATIONAL BUILDING CODE 4 .-"•USCG 7-C E T HCD 2 t\/ ! NJ t7 I Ivl ( (1 DESIGN LOADS ROOF: 5 PSF DEAD LOAD FLOOR: 10 PSF DEAD LOAD ATTIC: DECK: 10 PSF DEAD LOAD 4 0 PSF 'LIVE LOAD STAIRS: GUARD /HANDRAIL. 200 PT LOAD @ THE TOP OF RAIL NIND SPEED: NIND EXPOSURE CATEGORY: NIND IMPORTANCE FACTOR: TOPOGRAPHIC FACTOR: GUST FACTOR: ENCLOSURE CLASSIFICATION: INTERNAL PRESSURE COEFFICIENT: SEISMIC USG GROUP: SEISMIC IMPORTANCE FACTOR: SEISMIC DESIGN CATEGORY: SHORT PERIOD ACCELERATION: 1- SECOND ACCELERATION: SEISMIC FORCE RESISTING SYSTEM: RESPONSE MODIFICATION FACTOR DEFLECTION AMP FACTOR: SOIL CONCRETE 25 PSF LIVE LOAD 4 0 PSF LIVE LOAD 30 PSF(SLEEP!NG RM) 10 PSF(NO STORAGE) 20 PSF(S T ORAG V: 55 MPH I =1.0 i(z *_- ' Gr= 85 ENCLOSED GGpi =/ -0.15 1.0 D' i . 545 , S�Z 1k 6.5 4 BEARING CAPACITY ASSUMED AT 2000 PSF IN PLANS OR A SOILS REPORT BY A QUALIFi1ED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PCF EQUIVALENT FLJID PRESSURE FOR BASEMENT NAL I C> AND 30 P•F FOR CANTILEVER RETAINING HALLS. STRENGTH OF CONCRETE SHALL BE 2500 PSI FOR CONCRETE. NOT EXPOSED TO HEATHER EXCEPT GARAGE FLOOR SLABS. MINIMUM COMPRESSIVE STRENGTH: 2.00 PSI AT 28 DAYS 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL. YAIATER PER 94 LB. SACK OF CEMENT. MAX SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" STRENGTH OF CONCRETE SHALL BE 5000 PSI AT 25 DAYS, 5 1 /2 SACK CEMENT PER CU/YD, FOR CONCRE I E EXPOSED TO HEATHER, GARAGE FLOOR SLABS AND PORCHES AND RETAINING WALLS EXPOSED TO WEATHER. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINEL) NOT LESS THAN 5% OR MORE THAN 7 %. REINFORCING STEEL ASTM A -615 GRADE 40 FRAMING LUMBER (UNI FSS OTHERWISE NOT= ON PLAN) UNO PLATES AND SILLS STUDS JOISTS AND RAFTERS POSTS AND HEADERS SEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS (OVERHANGING) DECK JOISTS DECK BEAMS METAL CONNECTORS "SIMPSON" BRAND OR AN ICSO EQUIVALETNIT HF #2 OR BTR (PT@ CONE) HF "STUD GRADE" HF OR "TJI" DFn2 DF #1 OR" PARALLAM" 24F-V4 24F -VS P.T. OF #2 P.T. D = ` r n ,kT Llof MASONRY MORTAR: TYPE 5, 1 PC. 1/2 LIME PUTTY, 4 SAND. STEEL: GR. 40 JAMES - ANDERSON DESIGN, P.S. /CEV77AL HITE : iv, @E r CATHERINE ANDERSON REGISTERED ARCHITECT 330 DAYTON ST =6 EDMONDS.. I^4A ? 6020 (d25) 776 -6766 TELEFHONEJFAX Do - 3 DATE SHEET Fluor Staple 18 ga., 7 /8 long, 3 116 crown 3 6 I3udrouitts 6d ring - grooved underlayment nail -._ 10 Arcn, 112 2 ar less 3 I !2, 5 /8 4 6 5 6 3 7 6 _ 8 __ 15 '32 and 1 /7 Min. Max. Mitt. 1\1177. Min. Mlnx. Alin. Mln;t. Min. Ainx. Mliri. Max. illltti limit. :5170 5U 75 55 98 8U 12U 95 143 110 165 125 188 HU 210 5U1- 101711 55 83 7U 105 85 128 IUU I5U 115 173 130 195 145 718 1001 -15U0 GU 9U 75 113 9U 135 105 158 IZU 180 135 7U3 I5U 225 1501 -2000 55 98 80 120 95 1'13 110 155 125 188 140 210 155 233 2QU1 -2511U 70 IU5 8 128 1UU 15U 115 173 130 195 145 218 160 24U 25Ut -3UU0 75 113 9U 135 115 155 12U ISO 135 703 150 225 165 2118 3001 -3500 813 12U 95 143 I W 165 125 188 14U 21U 155 233 17U 255 3501 -4000 85 125 IUU 15U 11.5 173 130 195 145 218 ICU 74U 175 263 4UU1-50UU 95 143 Ito 165 125 1813 140 210 155 233 17U 255 185 278 50111 -600U 1U5 158 120 180 135 203 1517 225 165 2.18 180 2713 195 293 6001 -7000 115 173 130 195 145 218 ICU 240 175 263 I9U 285 205 3U8 71)01 -8000 125 188 1417 210 155 233 170 255 185 278 20U 31.41 2M 323 R1lUI -9000 135 203 15U 225 165 2.18 18U 270 195 293 2W 315 225 338 >91./gU 145 218 160 Z4U 175 263 190 285 2U5 3U8 220 33U 235 353 4 Staple 18 ga., 7 /8 long, 3 116 crown 3 6 3/8 6d ring - grooved underlayment nail 6 10 Staple 16 ga., 1 /8 long, 3 /8 crown 3 6 I !2, 5 /8 6d ring - grooved underlayment nail 6 10 Staple 16 ga., 1 long, 3 , 1 8 crown 3 6 NOMINAL MATERIAL THICKNESS (inches) DESCRIPT1ONa• C OF FASTENER AND LENGTH (Inches) SPACING c OF FASTENERS Edges ( (Inches) I Intermediate supports (Inches) Wood structural panels subfloor, roof and wall sheathing to framing and particleboard wall sheathing to framingr 5 /16 0.097 - 0.099 Nail 1 Staple 15 ga. 13,18 Stapie 16 ga. 1 6 - 12 3 /g Staple 15 ga. 1 /g 6 12 0.097 - 0.099 Nail 1 4 10 I Staple 16 ga. 1 6 12 15 '32 and 1 /7 Staple 15 ga. 1 6 12 0.097 - 0.099 Nail 1 /g 3 6 Staple 16 ga. 1 6 12 19/32 and 5 /8 0.113 Nail 1 /8 Staple 15 and 16 ga. P/ 6 12 0.097 - 0.099 Nail 1 3 6 23 /32 and 3/4 Staple 14 ga. 1 6 12 Staple 15 ga. 1 5 10 0.097 - 0.099 Nail 1' /g 3 6 Staple 16 ga. 2 4 8 1 Staple 14 ga. 2 5 10 0.113 Nail 2 Staple 15 ga. 2 4 , 8 0.097 - 0.099 Nail 2 3 6 NOMINAL MATERIAL THICKNESS (inches) DESCRIPT1ONaA OF FASTENER AND LENGTH SPACINGS OF FASTENERS • Edges (inches) Body of panel (inches) Floor underlayment: plywood- hardboard- particieboardt Plywood I /i and 3/16 1 ring or screw shank naii — minimum 12 ga. (0.099 ") shank diameter 3 6 Staple 18 ga., 7, '8,'!16 crown width 2 5 11/31, 3, I 1 ,g, „2 and /2 1 ring or screw shank nail — minimum 121/ ga (0.099) shank diameter 6 8` 191 5/ 7-3,'32 and 3 /4 1 ring or screw shank nail — minimum 12 ga. (0.099) shank diameter 6 12 Staple 16 ga. 1 6 8 Hardboard: 1 0.200 1 long ring - grooved underlayment nail 6 I 6 4d cement -coated sinker nail 6 6 Staple 18 ga., 7 /8 long (plastic coated) 3 1 6 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING OF FASTENERS Joist to sill or girder, toe nail 3 -3d ( — j 1" x 6" subfloor or less to each joist, face nail 2 -8d 2 staples, 1 — -- 2" subfloor to joist or girder, blind and face nail 2 -16d — j Sole plate to joist or blocking, face nail 16d 16" o.c. Top or sole plate to stud, end nail 2 -16d — Stud to sole plate. toe nail 3 -8d or 2.-16d -- Double studs, face nail 10d 24" o.c_ ; Double top plates, face nail 10d 24" o.c. Sole plate to joist or blocking at braced wall panels 3 -16d 16" o.c. Double top plates, minimum 24 -inch offset of end joints, face nail in lapped area 8 -16d — Blocking between joists or rafters to top plate, roe nail 3 -8d — Rim joist to top plate, toe nail 3d 6" o.c. f Top plates. laps at corners and intersections, face nail 2 -10d — Built -up header, two pieces with 1 /2" spacer 16d 16" o.c. along each edge Continued header, two pieces 16d 16" o.c. along each edge Ceiling joists to plate, toe nail 3 -8d — Continuous header to toe nail 4 -8d — Ceiling joist, laps over partitions, face nail 3 -10d -- Ceiling joist to parallel rafters, face nail 3 -10d — Rafter to plate, toe nail 2 -16d — 11" brace to each stud and plate, face nail 2 -8d 2 staples, 1 — — t 1" x 6" sheathing to each bearing, face nail 2 -8d 2 staples, 1 -- — ■ 1" x 8" sheathing to each bearing, face nail 2 -8d 3 staples. 1 — — Wider than 1" x 8" sheathing to each bearing, face nail 3 -8d 4 staples, 1 — — Built-up corner studs 10d 24" o.c. Built -up girders and beams, 2 -inch lumber layers 10d Nail each layer as follows: i 32" o.c. at top and bottom and I staggered. Two nails at ends I and at each splice. : 2" planks 2 -16d At each bearing Roof rafters to ridge, valley or hip rafters: I toe nail I face nail 4 -16d 3 -16d — --• Rafter ries to rafters, face 3 -8d — i Wood structural panels, subfloar, roof and wall sheathing to framing, and particleboard wail sheathing to framing 1 ) /t6" - /," 6d common nail (subfloor, wall) 8d common nail (root)f 6 12S - t91 -• -1" 8d common nail 6 12g 1 "- 1 IOd common naii or 8d deformed nail 6 12 DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTEVERb SPACING OF FASTENERS Edges (inches)L Intermediate supportsc•e (inches) 1 /2" regular cellulosic fiberboardsheathing 1 galvanized roofing nail 6d common nail staple 16 ga., 11/2 long 3 6 1 /2" structural cellulosic fiberboard sheathing 1 galvanized roofing nail 8d common nail staple 16 ga., 1 long 3 6 25 /37" structural cellulosic fiberboard sheathing 1J; galvanized roofing nail 8d common nail staple 16 ga., 1 long 3 6 1 /2" gypsum sheathing 1 galvanized roofing nail; 6d common nail; staple galvanized, 1 /2" long; 1 screws, Type W or S 4 8 '/8" gypsum sheathing 1 galvanized roofing nail; 8d common nail; staple galvanized, 1 /g" long; P /8" screws, Type W or S 4 8 3 / 4 " and less 6d deformed nail or 8d common nail 6 12 7/8 " -1" 7 8d common nail or 8d deformed nail 6 12 1 It' °- I1 / 10d common nail or 8d deformed nail 6 12 AtSBREVIATIONS /GENERAL CONSTRUCTION A.ra_ ASV. ALT BLC•G BM CANT. GDR CL CL. GOM COMP GONG Gay LT d Dom_ DBL DIAM EX EXP EXT FIN F �- FP_L- FO5 Fr FTC, GLS GL Gi^E1 HD` HDR HR HIT_ Hi_ HL^! %M i�P U.G. r�'NH L.P.O. VTO CFM ANCHOR SOLT ABOVE AL1NATE BOARD BLOCKING SEAM CANTILEVER CARRIAGE BOLT CEDAR CEILING JOIST CENTERLINE G,�i~AR COMMON COMPOSITION CONCRETE CONTINUOUS PENNY DEADBOLT DOUB L.B DIAMETER. 'EACH END EACH SIDE EACH YYAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLAS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU -LAM SEAM GLASS/GLAZING GRADE GYPSUM NIAZi_BOARD I- 1OWQYVN`I HEADER HANDRAIL H;BGHT HEAT LAMP HOT WATER F1 FCTRIG SERVICE META FLFGTRIG S PANEL UNDI ELECTRIC WALL HEATIR FI FC TRIG BASDARD LOCATE Pa e. OWNER. VENT TO OUTSIDE CUBIC, Ft- PER MINUTE SNITCH 3 WAY SWITCH DIMMER 5W1TCH TIMER SWITCH DUPLEX OUTLET HALL= SWITCHED SPEC. APPLIANCE FLOOR OUTLET 2.20v OUTLET WATIRPRF OUTLET GFIC OUTLET INCL. INT LAM UN MAX H-S. MIN INC. NTS O.A_ O.C. 055 FL P.T. PW R Ri✓ nC REQ'D R45 R.D. S.G. SHT 514 SKY SLDG SY`t T T-(x) T_ B. T FL TYP TAG UNPIN. U_ N_O_ VS_ V.G. YID YVa_ Yti.P. ASSft / IATIQNS /ELEGTIJ(GAL✓MEGHANNIGAL/ LIGHTING GFIC SD IA51 H.B. G.D. CA.R. ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS 'ELECTRIC PANEL ELi=CTRIG METER SMOKE DETECTOR EXHAU5T FAN GABLE JAC.KC DOORSE L/CHIME Pi-ONE JACK T1-1 MOSTAT HEAT REGIS - MR ELEC., BASE SD INCLJDE INTERIOR LAMINATE:, LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CIasNTER OVERHANG ORIENT STRAND BOARD PROVIDED BY Ok*IIrR PLATE PRE SURE TREA I rJ> PLYWOOD RISER RELOCATE REOUIR© ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHEET SHELF SKYLIGHT SLIDING SHEAR.NAL- TREAD TIE DOM (4t) TOWEL BAR TOP PLATE TYPICAL TONGUE AND UNFINISHED UNLi:3 NOTED OTI-IER.V.415E VAPOR BARRIER VERTICAL GRAIN WOOD WRDUGHTIRON INATLa"R PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR WA S LINE HOSE BIBS CLEAN OUT COLD AIR RETURN GROOVE SURFACE LIGHT WALL MNT_ LIGHT RECESSED LIGHT CHANDELIER FLJ 1 0RE5GEtT TRACK LIGHT F1Jl.1 CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BIBB Other wall sheathingh TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Wood structural panels, combination subfloor underlayment to framing For SI: 1 inch = 25.4 mm. 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h. a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown_ 80 ksi (551 MPa) for shank diameter of 0.192 inch (20d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7 / 1 6 -inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four - toot -by -8 -foot or 4- foot -by -9 -foot panels shall be applied vertically. C. Spacing of fasteners not included in this table shall be based on Table R602.3(1). 1. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100mph or less, nails for artaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 - inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. 01- Particleboard 4d ring - grooved underlayment nail Fur SI: I inch = 25.4 mm. a. Nail is a general description and may be T -head. modified round head or round head. b. Staples shall have a minimum crown width of 7 /t6 -inch on diameter except as noted. c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. d. Fasteners shall be placed in a grid pattern throughout the body of the panel. e. For 5 -ply panels. intermediate nails shall be spaced not more than 12 inches on center each way. E Hardboard underlayment shall conform to ANSIJAHA A135.4. TA 13 3 -2 "EN! 11,A'I•llJN RATES FUR AL1. t:11t7U3' IZ UCCU1'ANC:II;S POUR .5 Ft)RIES ANU LESS' Aliiilinunt rnttl 111n- tinrunt S'enlihtllun Ilrit t Cultic Feet Per Minnie (CFI\l) 'For resiklence- dint exceed 8 lietlrnnttis, Itrerra<e Ihr mini ttuui terluirrntcnt listed Tors Itedrpnrt1.• I,y nn nrltliII rin1 15 C1'M Ircr IGetlrnrun..1 hr rnnxim■rn CFM is et unl In 1,5 times the mininnun. WHOLE HOUSE FAN SELECTION Manufacturer: Model #: •\/ - I \ \jam CFMn_25WG:� , Sones@,.1 WG: 6 162 r ,.r•TE r• - WASiii %' a +Jar --) TABLE 8602 -3(2) ALTERNATE ATTACHMENTS 3 6 -JAMES - ANDERSON DESIGN, P.S. R. 1015`I77AL ARC'- 1rFEC77JRE POWELL + HOMES Four Generations ofExperience CATHERINE ANDERSON REiiSTErRED ARCHITECT 3EO DAYTON ST. =6 EDMONOS, VlA GI8O20 (425) 776 -6766 TELEFI- IONE/FAX COPYRIGHT © JAD 2001 UNAUTHORIZED REPRODUCTION OR U5E 15 PROHIBITED AND PROTECTED BY FEDERAL LAIN DATE - 05 Sr1EE1 HOLDOWN SCHEDULE • S HOLDOWN / STRAP FAS i tNERS FOUNDATION ANCHOR COMMENTS # CS16 28 -8D N/A equal number of nails to both connected elements PHD6 -SDS3 18 -SDS /4x3 5STB28 7A35 © 24'oc # STHD14/ 14RJ 38/30 -16d sinker N/A 5 /8 "0 @ 60 "oc or 1 /2 "0 fad 40"oc #A35 @ 20"oc rLS50 © 24 "ac *4 16d © 6 "oc C 5 /8"0 © 48 "oc or 1 /2" m a 32" oc TA35 © 16 "ac #LS50 © 18 "oc *4b 16d @ 4"oc D SHEAR FLOW CONNECTIONS / SPACING S SILL -TO - FOUNDATION *1 FLOOR -TO -SILL & WALL *3 ROOF -TO -WALL *4 WALL BASE PLATE *7 CALL OUT 5 /8"0 @ 60 "oc or 1/2"0 a 60 "oc . 7A35 @ 36 "oc *3a #H1 © 24 "oc *4a 16d © 10 "oc A 5 /8"23 © 60 "oc or 1/2-0 an 48 "oc 7A35 © 24'oc *H1 © 24 "oc *4a 16d @ 8 "oc B 5 /8 "0 @ 60 "oc or 1 /2 "0 fad 40"oc #A35 @ 20"oc rLS50 © 24 "ac *4 16d © 6 "oc C 5 /8"0 © 48 "oc or 1 /2" m a 32" oc TA35 © 16 "ac #LS50 © 18 "oc *4b 16d @ 4"oc D 5 /8 1 '0 © 16 "oc or 1 /2" P (d 12 "oc TA35 @ 12 "oc w #LSSO © 12 "oc * 4b 16d @ 3 "oc E 5 /8 "0 @ 12 "oc or 1 / 2 "4 a $ "oc TA35 © 8 "oc rLSSO © 8 "oc *4b 16d © 2 "oc F V WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6 "oc 4 7/16" 8d @ 4 "oc 2 7/16" *5 8d © 2 "oc 44 7/16 both sides *5 8d @ 4 "oc 33 7/16' both sides *5 8d © 3 "oc N \I z 1 1 (i9), (eX1-7/- - SHEARWALL SCHEDULE 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL-TO-FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d slant nails © 8 "oc for TA35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. (PSW) *6 i N V 2g. Zx4 '4o r -■.••■•Y iM 4 / I. ? `i A , - `' .X - ,.-, v' �� i v 7 // 1 'iQ i fl / r4 i - Ga IJG P&P j O I. . • O 4 • a • • R • • • ' 111 • .fir u N /e/FT— ,z 4 x1 FLA RECEIVED CITY OF TUK',nvILA FEB 06 2008 PERMIT CENTER 171* NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) RRECTION C, GOPYRIGH-1T © JAD 200'7 UNAUTHORIZED REPRODUCTION OR USE 15 FROHISITED AND PRDT C,TED SY FEDERAL L A.YV .JAM 1~- .N�c�GN DciGi►l {`{ 77 AL =RG;4I :7URE NI 4 • a / — I 4 Vs ' (-2 ‘7 L- 7 7 / 'rr i Ite 12, 49 11 H I 1 - 11 / '41.6 t at-7-7Ii / I k I 4i4 r I - Z.! 1/ ,4061e7 ,.,1/„ 11 vbdit..re't? t it 6,76'4o .4- c ...: 7 5 1 0 t 4 1 --• 1, I 7/ / , `1 L._ , 7*ui /-f ;-if - 4 4" z Ail2e9.1-rg 9 1-1 a re; 1 -47 z4.44 11 4 k;r N."! qr2otz---(1 . , — 1c\ jl s c\ 4'2S-1J -4-°e_f-' t7 t 1.14 I g7 ,11 it j a2C. rt„LN1 1 ° \ \N„.. 70 . 7, 7 • P1-1.01 - © _1, 200 UNAUTHORIZED REFRODUC1ON Q USE IS FROi--11519= AND "FR.CDTE'L= - a7.71 eN.A. " r="AX RECEIVED CITY OF TUKWILA FEB 06 2008 PERMIT CENTER 6162 CATHERINE AND IHS/IR: ill TERED STATE OF WASHINGTON I AT - 7 2- - I H 6 AAA- 4P - ...X1 -t..V' M 4 e? U ,NQ, Y `- • I 17 s 1/ 1 -bg l i—)41 11204- s )34 C -7) C 'I U 0 N 4, Y Le III 1 GOFYRIG — HT © 1P D 2OO UNAUTHORIZE=D RE FRODUGTION OR USE IS PRDHIBITED AND FROTI GT>^D B'r' FEDE=RAL LAIN r 11 ot etAceitZ r2 6 '162 .JAMES - ANDERSON DESIGN RESIL,ENT7,AL ARGr117 CG7URE °W re rgs 2 . 2�D� K-z-r-1 I N-.1 CATHY ANDERSON • RECvISTERED .ARCHITECT 330 DAYTON ST. 3 6 • EDMONOS, YHA. gSO2O 776-6 66 PHONE FAX T76-6766 RECEIVED CITY OFTU WILA FEB 06 2008 PERMIT CENTER REGISTERED i dlECT AR CATHERINE AND STATE OF WASH 6NG T ON3 DATE J w 1 N l Coa II G°H S I Lis t 'rl-I 1 5+ r� +�►4 ■ O. I 1 10 L6itIrJ4 4 COPYRIGHT © -111.0 2001 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AN DTEC T ED BY FEDERAL L.AI"1 1 1 1 SI= 6/0X4/0 - 5/0X4/6 5 /0X6/10 2/0X3 /0 1/0X5/5 - 4/0X4/0 4/0X3/6 6/0X1/0 14 09;111 w HIV i'I'i4�Ii�'Ibl l y! 2 3/0X6/8 2/6X6/8 T"PE Sid Sldg Patio 5'rl Fixed SIdg GIs Slk Fixed In stl SG wd AREA 16s.00 22.50 34.17 6.00 6.66 16.00 14.00 5.00 213.55 25.64 exempt 25.540 0. 35 0.35 0.31 0.35 0.31 0. 35 0.51 0.31 INEIG -ITED ° U' . OVERHEAD GLAZING wE1GHTEP "U" DOORS 0.16 Y`{E1Gi -fTED "U" YNINDOIN MANUFACTURER DOOR MANUFACTURER ,. 58.50 - 1.58 10.59 2.10 2.06 5.60 114 1.86 95.05 0 .350 4.25 NOTES 3- egress, 1 -grid TSG obscure /rain TSG 0.150 MILGARD MFG EMPIRE THE Y`1ASHING TON STATE ENERGY CODE . Y4,4G 31 -11 . 2006 EDITION T AS LE 6 -1 . PRESCRIPTIVE REa UIREMENTS FOR GROUP ROC UPANGY, CL17.4 ATE ZONE 1 OPTION GLAZING GLAZING GLAZING DOORS %FLOOR U- -Value U - VALUE U - VALUE AREA vertical overhead IV Unlimited 0.35 0.55 0.20 R -35 R -30 R -21 R -21 R -10 R -30 R -10 4° aNt 6162 CEILING VAULTED sNALL 1NAL-.int VVALL.ext FLOOR SLAB CEILING ABOVE BELOYV BELOYY ON GRADE GRADE GRADE G RADE N N L .&7 5++:+N ■- Aimilli mis JAMES- ANDSRSDN DESIGN R lDE^I71 C ARGr1l7 17.J CATHY ANDERSON • REGIS rTG ED ARc k TE .T .330 DAYTON Si =6 • EDMONOS, rA. 93020 T 76 -6766 PHONE FAX 1 RECEIVED CITY OF TUK'WIsA FEB 06 2008 PERMIT CENTER CATHERINE ANDERS STATE OF WASHIN6T1 SHE, RI WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6 "oc 4. 7/16" 8d @ 4 "oc 2 7/16" *s 8d @ 2 "oc 44 7/16" both sides *s 8d © 4 "oc _ 7/16" both sides *5 8d @ 3 "oc n11 , I -}---- 4— i, zX4 I z '. -I rod > • 1/41. cam. _sw A / • W - i= c r it', T-- c i v- , .i Fr I [ Fes- svV � I r1t� Apr • • Y y A 14.,1 G. , 1Z ' 4_,.61Hi a - 1 t k- ,e7 w r • f A y JS-^1 4 — wo1.176 11-Hs . :--; 4-4 r-I 4 A-4-4 4 , I-4-( i. 66 r . \r ' SHEARWALL SCHEDULE 4 %;dp -� - -1DP t kyr I o f2, / - .!b /,}- -r 01-! wAtt.,- 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL -TO- FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d slant nails © 8 "oc for #A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. SHEAR FLOW CONNECTIONS / SPACING SILL -TO - FOUNDATION *1 FLOOR -TO -SILL & WALL *3 5 /8 "0 @ 60"oc or 1 /2 "0( 40 "oc #A35 @ 20 "oc 5 /8 "0 @ 60 "oc or 1 /2 "0 60 "oc rA35 @ 36 "oc *3a 5 /8 "0 @ 60 "oc or 1 /2 "0 © 48 "oc *A35 © 24 "oc 5 /8 "0 @ 48 "oc or 1 /2 "0 (a 32 "oc #A35 @ 16 "oc 5 /8 "0 @ 16 "oc or 1 /2 "0 Cal 12 "oc *A35 @ 12 "oc 5 /8" @ 12"oc or *A35 @ 8 "oc 1 /2 "0 Cad 8 "oc ROOF -TO -WALL *4 H1 @ 24 "oc *4a H1 @ 24 "oc *4a #LS50 @ 24 "oc *4b #LS50 @ 18 "oc *4b #LS50 @ 1Z oc *4b #LS50 @ 8 "oc *4b WALL BASE PLATE *7 16d @ 10"oc 16d @ 8 "oc 16d © 6 "oc 16d © 4 "oc 16d @ 3 "oc 16d @ 2 "oc S CALL OUT A B C D E F (PSW) *6 HOLDOWN SCHEDULE 18 -SDS /4x3 SSTB28 HOLDOWN / STRAP CS16 PHD6 -SDS3 STHD14 /14RJ FASTENERS FOUNDATION ANCHOR 28 -8D N/A 38/30 -16d sinker N/A COMMENTS equal number of nai s to both connected elements • - JAMEe• -r NDERSON D> IGN RiL2 1 fl,AL r' •! CHI 7JgE LEr` 14:Ga -J Gil HY AND1=...ON • • FREsiS Er) ARGHFfE .T Fiso rOAYrON 5T. 45 • &7.1ONOS, OVA. gSO2Q \ ii66 THc NE FAX 776 -6166 \,... ,,,,. e;62 REGS - =RED 1 d . C' •' EC C. TS' R•. F :, nEF' 7- STATE ^ COPYRIGHT © JAD 2007 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY 1=EDERAL LAPM ze.& LA 1- GA17 7 7 -p:2 -0 (id v ive? • ,1. _•-.- - --•- 1- % - i_00 / 1 ! 7 .1 -3 ■ . 415 1-r I • / 4 . :_-...1 - 2.1__f Jr ! , 1 I 1 -; I 4191 1 0 eir.1-1-6F- '' __... i . ,----" -wr 55% i 3 : FURNACE I I :1176-6 PHONE EXHAUST DUCT YIRAP n , # ^ VENT TO SCREENED 5RESH AIR INTAKE VENT 541 - ELECTRONIC DAMPER C.,A5 FURNACE C01-I BUSTION FURNACE AIR 7 7"-- JAMES-ANZ7EIRSDN C'ESIGN 1‘2/CE.N77AL ARCHITECTURE 1 205 azz. ;EXHAUST FAN TERMINATION VENT EXHAUST AIR YHOLE HOUSE EXHAUST FAN INTAKE (SEe NOT FOR cF?..4 SON! RATING AND TIMER 51 HOIET, STALE INTERIOR AIR MANUAL AIRFLOW ADJUSTMENT DAMPER = = INSULATED 5uPFLY L,Lic..T5 R-5 RETURN AIR 24 HR TIMER WITH ON - OFF SWITCH SUPPLY AIR 13 INTESRATEnlAtHOLE HOUSE VENTILATION 5.1 6162 1 AnoirEPT •. • CATHERINE IP1:Pc'•nh' S ATE uF WASH:NGION COPYRIGHT UNAUTHORIZED REPKODUCTION OR USE IS PROHIBITED AND PROTECTED BY PEDERAL LAY■1 CATHY ANO.S.ON • REc5i5TERE ARCHMECT 550 17A7TON 57. •" EL7MOND5.1NA. &020 FAX 116-616.6 oAre. -Z4 q W If-I17/ L) ZX(F2 �J7 2X I Z JA6 K7 (2) ou fiii126 F1.411-41.7 -7 fu17 u. 1' / "A- 'a 1 %',x 114 NIA/- r-a wt 4L44-40 rK k -i ogG 2x1 Lit/ leg 2- ' /III— %/4 IiWof 6.I7,-"c , x � "f; � V , L / 1-- 'y . f--t I L .____Af CO , a4J a t7IP--1 II k I- •mow 7,x FL#A 9 I 17 * 14� 5 � ,oar 1 1 - f M.1 r7 g_1 t-'>`• •'1 b't-ria-141v - f( tli1.1? r il:��l�k!�.X SCION yIr v� /K- -t� I�IsuL urns LOI) &L)IL,47 .01 7/ n .1uii Z --o II , COPYRIGHT © SAD 200'7 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED SY FEDERAL LAW thx Gekt 1-1 r - 17 : �, r f S y&" r e.-fl 144> As 1 rz--- f C4, ,AG4 1,11,) s'J, I' RIA Y4'\.(11 ) I r ?, � f - ��i IJG r� I e7 II . 4 / -t 4,, 1►,,) I) 6m ►-I 06 . <. p,&, r I.l 0? ]011. N`;.1I ' ti r7 ` ,000 ry e : lo''I r iE1-1 / el 2/.69 ?"r - `w/ i3-X10 11 , +3 .wk./A- leeyek1n - 7 t 7 "e I -- D GP PPI. 1 �-I rz� P L 7 2k� U j � a arm I 'a. G 1 1.-- 11J R 14 + V.or - Ltn 14 'I 1-0 ° 14 - + R; �� `1 14 i 4 4 1 n-49 r. .1 N ri(L1 &go +b ") 7 1 �5(' 'I - r & tP ' L L G I- 11� 1 4 : 4 1 6 , 2 9 , 6 p �kr !,/ L - LPL Cv e-&-jg I� ICv f>1�'' h4I■ r:&;-Ia w /I7, -16 L 1 7 - J 2 l 4 e- -r 'N1 tsx 441 -C'. U.N r , IU 4 r JAMES- ANDERSON DESIGN 12E51I7EN71AL Af2GH17EG7URE V �flU�i 7 ,, I7. / 6162% t✓ We Ac/1,/(_-- CATHY ANDERSON REGISTERED A-R.C.HITECT 330 DAYTON ST. #6 EDMONDS, AA. G8020 �76 -6 - 766 PHONE FAX 176 --6766 NQiI. I la 1 c. I7, u ) 2 J - ;Jt2 7 14■ 2 J / I7 11 ��I.r� N .1I.,� I Ie:2NI /via. 1' 1e 1 I 1E) HIN r. L C TECT D ATE CATKFRN A:'f _ ..ON STATE OF WASHNGTON SHEET REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZINTAL REINFORCEMENT 2' NONE REQ'D 2 #4 TIP BAR 2'TO < 4' #4 e 24' 0,C, #4 e 24' O.C. 4' TO < 6' #4 e 18' D.C. #4 e 18' O.C. 6' TN < 8' #4 e 16' D.C. #4 e 10' O.C. > 8' ENGINEER'S DESIGN REQ'D W If-I17/ L) ZX(F2 �J7 2X I Z JA6 K7 (2) ou fiii126 F1.411-41.7 -7 fu17 u. 1' / "A- 'a 1 %',x 114 NIA/- r-a wt 4L44-40 rK k -i ogG 2x1 Lit/ leg 2- ' /III— %/4 IiWof 6.I7,-"c , x � "f; � V , L / 1-- 'y . f--t I L .____Af CO , a4J a t7IP--1 II k I- •mow 7,x FL#A 9 I 17 * 14� 5 � ,oar 1 1 - f M.1 r7 g_1 t-'>`• •'1 b't-ria-141v - f( tli1.1? r il:��l�k!�.X SCION yIr v� /K- -t� I�IsuL urns LOI) &L)IL,47 .01 7/ n .1uii Z --o II , COPYRIGHT © SAD 200'7 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED SY FEDERAL LAW thx Gekt 1-1 r - 17 : �, r f S y&" r e.-fl 144> As 1 rz--- f C4, ,AG4 1,11,) s'J, I' RIA Y4'\.(11 ) I r ?, � f - ��i IJG r� I e7 II . 4 / -t 4,, 1►,,) I) 6m ►-I 06 . <. p,&, r I.l 0? ]011. N`;.1I ' ti r7 ` ,000 ry e : lo''I r iE1-1 / el 2/.69 ?"r - `w/ i3-X10 11 , +3 .wk./A- leeyek1n - 7 t 7 "e I -- D GP PPI. 1 �-I rz� P L 7 2k� U j � a arm I 'a. G 1 1.-- 11J R 14 + V.or - Ltn 14 'I 1-0 ° 14 - + R; �� `1 14 i 4 4 1 n-49 r. .1 N ri(L1 &go +b ") 7 1 �5(' 'I - r & tP ' L L G I- 11� 1 4 : 4 1 6 , 2 9 , 6 p �kr !,/ L - LPL Cv e-&-jg I� ICv f>1�'' h4I■ r:&;-Ia w /I7, -16 L 1 7 - J 2 l 4 e- -r 'N1 tsx 441 -C'. U.N r , IU 4 r JAMES- ANDERSON DESIGN 12E51I7EN71AL Af2GH17EG7URE V �flU�i 7 ,, I7. / 6162% t✓ We Ac/1,/(_-- CATHY ANDERSON REGISTERED A-R.C.HITECT 330 DAYTON ST. #6 EDMONDS, AA. G8020 �76 -6 - 766 PHONE FAX 176 --6766 NQiI. I la 1 c. I7, u ) 2 J - ;Jt2 7 14■ 2 J / I7 11 ��I.r� N .1I.,� I Ie:2NI /via. 1' 1e 1 I 1E) HIN r. L C TECT D ATE CATKFRN A:'f _ ..ON STATE OF WASHNGTON SHEET 1 /: cr— Cr —0/ iv t(\ 0 Th iteY4 , •47 1 • •• • • Z/ g j419 t •qt-law•?& • t \ ■:1/ —. 7 1 4, 7 ,7 - D4 . - t 1 i A 1 .-;•- .1 z7 i)14H4 Pei- 1 4-1,/ .. • , • : VY4-;!/y „ _ NAL1,-w fr 1A-v,.-6wc7 I • w vi A_ • • 1 s 4 , • •' . . • . • /1 ” . . PERMIT REQUIRED FOR: flezhanical Jectricat Itt Plumbing • Wr Gas Piping City of Tukwila BUILDING DIVISION /- 7, ,f'r6 • 1. it 11 • • N6i prat-11 N I . • Mar' review approval .1s.subject to errors and OM CMS. Approval ottonstructiolidocuments does not uthOrizG the violation of any ad code or ordinance. Receipt • . of approved Flekt Copy 'and conditions Is acknowledged: • 1 . ' 4" 6ej L- • Lh ' 1 ,‘ •. .° r;:);77077r7-(7t,'i/Si' tfIlF:90C111..:131'Prir71();Of\irl.r 8r7A,c; of Mtkwita E.3uPding Division. • . NO: O'evisior.ls will require a new n1Pn :h. . ..;.end ri additional p!an fr • t .• . • • • 1 . , • " • C. ... :4 • • •4„„... • ' rtn. 5 ' r -• ` • • • Oty F F 4 • , kEVIEWED FOR CODE COMPLIANCE PPROVED AUG 2 8 20138 Of Tukwila UUILMNG DIVISION cor-r-FzieHT ...6 2001 . / UNAUTHORIZED REFROE7UGTION OR 'USE le MOH151 ANC FROTECLTED Et FEVER-AL_ Lt.-VI • 7 B ST. =6 • 551:-103-1GE: . P.-101-4E rxx Tr4. 4 6'166t . . RECEIVED CITY OF TUKWILA AUG 2 7 2008 PERMIT CENTER RECEIVED CITY OF TUKWILA FEB 0 6 2008 PERMIT CENTER IF- 1 SHEAR FLOW CONNECTIONS I SPACING S SILL -TO - FOUNDATION *1 FLOOR -TO -SILL & WALL *3 ROOF -TO -WALL *4 WALL BASE PLATE *7 • CALL OUT 5 /8 "0 @ 60 "oc or 1 /2 11 0 (a 60 "oc -, *A35 @ 36"oc *3a *H1 @ 24 "oc *4a 16d @ 10 "oc A 5 /8 "0 @ 60 "oc or 1/ " @ 48 "(K *A35 @ 24 "oc *H1_@ 24"oc *4a 16d © 8 "oc B 5 /8 "0 @ 60 "oc or 1 /2 "0 0 40 "oc *A35 @ 20 "oc *LS50 © 24 "oc *4b 16d @ 6 "oc C 5 /5"0 @ 48 "oc or 1/2 "0 (a 32 "oc • . , #A35 @ J 16 "oc *L550 © 18"oc *4b 16d @ 4 "oc D 5 /8 "0 @ 16 "oc or'.. 1/ 'i (a 12 "oc *A35 @ 12 "oc *LS5O @ 12 "oc *4b 16d @ 3 "oc E 5 78 110 @ 12 "oc or 1/2 "0 (a 8 "oc *A35 @ 8"oC *L550 @ 8 oc *4b 16d @ 2 "oc F IV WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 7/16" ' 8d @ 6 "oc . 4 7/16" 8d © 4 "oc 2 7/16" *s 8d @ 2 "oc 4 44 7/16" both sides *5 8d @ 4 "oc • 7/16" both sides *5 8d @ 3 "oc I U •• c . QI �i � G ,1 o ) S \ ‘ ' • 1 2 Z/*' . �_fr, 7.. • ^mod Ir1p.L ftr X1 4 rte_l iwt-1 .�, it- I �T I rarh 4vse 4 1-f 2 W_ r /1L,4 c.ts. C WPW b. 1. I � -Jkc1 X4(0 IF-kroo-lopm t7 0 .. t r *61. .71Q 4vav ( SHEARWALL SCHEDULE 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL -TO- FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary .depending on condition. 3a Substitute 16d slant nails @ 8 "oc for *A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end, roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. HOLDOWN SCHEDULE HOLDOWN / STRAP FASTENERS CS16 PHD6 -SDS3 STHD14 /1487 28-8D 18 -SDS /4x3 38 /30.16d.sinker FOUNDATION ANCHOR N/A SSTB28 N/A COMMENTS equal number of nails to both connected elements D07- 3.5 At-tP Lv4 " -; '1 - :.xtrop C 6162 ' I ■ \ 1 / fi 7 I94 \WM (PSW) *6 REVIEWED Fok CODE COMPL/ 4Ppb ANCE AUG 2 8 20118 BUILDING PivisioN City Of Tukwila RECEIVED CITY OF TUKWLA AUG 2 7 2008 - PERMIT CENTER RECEIVED SEP •14 2001 PERMIT CENTER COPYRIGHT © JAD 21001 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED SY FEDERAL L.A1 1 fr REGISTERED CHF' CT CATHERINE ANDERSON. STATE OF WASHINGTON JAMS -r' NPEIZSc'N VESIG N RgiV'171AL ARCfTTEC77JFE JL� 1-4e PerA CATHY ANDERSON RieTEREL7 ARCHITECT 330 DAYTON ST. 46 • cTJ MONDS, 88020 T16 -,166 PHONe FAX 716-6166 ATE