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Permit D07-415 - SINGH RESIDENCE - NEW HOUSE
SINGH RESIDENCE 5154S172LN D07 -415 Parcel No.: 8125200243 Address: 5154 S 172 LN TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 5154 S 172 LN , TUKWILA WA City)f 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 Owner: Name: SINGH HARDEEP Address: 21625 4TH AVE S , NORMANDY PARK WA 98198 Phone: Contact Person: Name: HARRY SINGH Address: 21625 4 AV S , NORMANDY PARK WA 98198 Phone: 206 - 261 -7657 Contractor: Name: OWNER AFFIDAVIT - HARRY SINGH Address: 21625 4 AVE S , NORMANDY PK WA 98198 Phone: 206- 261 -7657 Contractor License No: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $406,192.70 DEVELOPMENT PERMIT Permit Number: D07 -415 Issue Date: 12/21/2007 Permit Expires On: 06/18/2008 Fees Collected: $8,266.10 International Building Code Edition: 2006 Occupancy per IBC: 22 DESCRIPTION OF WORK: NEW SINGLE FAMILY RESIDENCE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VALLEY VIEW SEWER DIST. * *continued on next page ** Expiration Date: 007 -415 Printed: 12 -21 -2007 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: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: City (I 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 PR i4' 0/LISA Permit Number: D07 -415 Issue Date: 12/21/2007 Permit Expires On: 06/18/2008 Date: 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 do ( e of • rk. I amluthorized to sign and obtain this development permit. G/ / 67 ? --- 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 -415 Printed: 12 -21 -2007 Parcel No.: 8125200243 Address: 5154 S 172 LN TUICW Suite No: Tenant: SINGH RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 -415 Status: ISSUED Applied Date: 11/08/2007 Issue Date: 12/21/2007 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 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. doc: Cond -10/06 D07 -415 Printed: 12 -21 -2007 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: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 20: 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. 21: 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. 22: Any material spilled onto any street shall be cleaned up immediately. 23: 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. 24: 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. 25: 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. 26: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 27: ** *FIRE DEPARTMENT CONDITIONS * ** 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: 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) 30: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 31: 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) doc: Cond -10/06 D07 -415 Printed: 12 -21 -2007 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 32: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 33: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 34: Tukwila City Ordinance #2047 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking vehicles. Minimum required widths and clearances shall be maintained at all times. 35: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (IFC Appendix B, Table B 105.1) (IFC 508.1 thru 508.5.6) 36: Water supply is allowed to consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. In setting the requirements for fire flow, the chief may be guided by Appendix B, Table B 105.1. (1PC 508.2.2) (NFPA 22) 37: The minimum fire flow and flow duration requirements for one- and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 38: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 39: Adequate ground ladder access to rescue windows shall be provided. 40: Maximum grade for all projects is 15 %. 41: Fire hydrants shall be oriented in the direction of fire apparatus access. 42: Fire hydrant installation requires a Public Works permit. 43: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4 -foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 44: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 150 feet. 45: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 13- 10.10.2.2.1, 10.10.2.2.2, 10.10.2.2.3, 10.10.2.2.4) doc: Cond -10/06 007 -415 Printed: 12 -21 -2007 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 46: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: To schedule all construction fire - related inspections send an e -mail to freinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 52: * *PLANNING CONDITION ** 53: Prior to final approval, applicant must obtain from geotech engineer a recommendation to protect the steep slope from future inappropriate residential uses. Applicant must execute recommendation per geotech's guidelines. SM * *continued on next page ** doc: Cond -10/06 D07 - 415 Printed: 12 -21 -2007 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 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. /i/W-of Date: D07 - 415 Printed: 12 -21 -2007 J. Site Address: Tenant Name: Property Owners Name: //-2 Mailing Address: 2 /6 -5 y CONTACT PERSON wh o do we contact when your permit is ready to be issued Mailing Address: Z16 2 Name: E -Mail Address: CITY OF TUKWI , Community Developm epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 kwila, WA 98188 ht ..ci.tukwila.wa.us Company Name: King Co Assessor's Tax No.: Si 5/51/ Soaiti / 7Jrn /.'/ GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical fpg 4) for Plumbing "and.'Gas Piping Mpg Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: NGINFER OF RECORD -All plans must be wet stamped b Company Name: Mailing Address: Contact Person: E -Mail Address: M/frIi' 6rfru N6 // 7ez / - /6A -_ ,'f -�rqC A is gg0e2 City State Zip Day Telephone: j 5_ /5 Q:\ApplicationsTonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh 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 ** Suite Number: s %) 4 W ,va Ci Day Telephone: 9%2 6"/-7 ad City - q" State Zip fTax Number: 7 —c) 2 S City Day Telephone: Fax Number: Expiration Date: City Day Telephone: Fax Number: Fax Number: _dill Floor: New Tenant: .... Yes 2'..No State Zip State State Zip Zip Page 1 of 6 Valuation of Project (contractor's bid p r i c e ) : $ /Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? 0.... Yes rovide Ail:Buildin ,yeas t e Footage Below 2 'F /7 SF te c3 613 eFasc 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: /' a Lot Area (sq ft): f Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation at s ows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: c � Compact: Handicap: Will there be a change in use? ❑ Yes Er" No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes pr" 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:Nppfcations\Forms- Applications On Line\3 -2006 - Permit Applieation.doe Revised: 9 -2006 bh ❑ .. No If yes, a separate permit and plan submittal will be required. Ff r- None ❑ Other (specify) Page 2 of 6 Scope of Work (please provide detailed information): Water District ❑ ... Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate RMATION — 206- 433 -0179 ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Q:\ Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh . Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Highline 'Va1Vue ❑ .. Renton 0... Sewer Availability Provided ❑ ...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. Su mitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size – 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ . fight-of-way Use - No Disturbance ❑ .. Right -of -way Use – Potential Disturbance onstruction/Excavation /Fill - Right -of -way / Non Right -of -way N. Total Cut 1 /./O . O cubic yards ❑ ork in Flood Zone Ql.Total Fill 1O0 cubic yards .. Storm Drainage " ❑ ...Permanent Water Meter Size. WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private _ ❑ ...Water Main Extension Public _ Private _ ❑ .. Grease Interceptor ❑ . Channelization V. Trench Excavation . Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless – (SAO) ❑ ...Hold Harmless – (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: #1 �/ i(I Day Telephone: 26‘' . 2 46 / -7-659. Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Amstar !■ r — i. 1 £ JfZehA I/ ty State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit,Type: Unit Type: Qty ° " Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit 0,000 CFM Fire Damper 0 -3 HP /100,000 1V G. S Furnace>100K BTU Evaporator Co er Tfuser 3 -15 HP /500,000 BTU Floor Furnace - Ventilation Connected to Single ct Th ostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventila ' n•System Woo as Stove 30 -50 HP /1,750,000 BTU Appliance Vent Ho d and Duet Emergen Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System ncinerator - Domestic Other Mech 'cal Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide de .,'led information): Use: Residential: New .... R lacement .... ❑ Commercial: New .... ❑ Rep ement .... ❑ Fuel Type: Electric ❑ Gas .... Indicate type of mechanical work being installed and the Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 'ty below: City Day Telephone: Fax Number: Expiration Date: State Zip Page 4 of 6 PERMIT APPLICATION NO — Applicable to all permits in this Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO • ED AGENT: Signature: Print Name: Mailing Address: 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). Date Application. Accepted: Q:\Applieations\Ponro- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bit Date: it/ 7O Day Telephone: 2e5 '-26 /r 76 Date Application Expires: f3 g Staff Initials: Page 6 of 6 F4Ore Type. Qty Fixture Type Q `xture Type . Frxture Type; Bathtub or combination bath/shower Drinking fountain or water cooler (per head) h fountain Gas piping outlets Bidet Food -waste grinder, commercial Rece r, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single he trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Close Building sewer or trailer park sewer Rain wate ystem — per drain (' de building) Water heater an or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Rep • or alteration of water pi • g and/or water treating uipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contra or's bid price): $ Valuation of Gas Piping work (contra 's bid price): $ Scope of Work (please provide detailed .rmation): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being Q: ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ewer: City Day Telephone: Fax Number: Expiration Date: alled and the quantity below: State Zip Page 5 of 6 Receipt No.: R08 - 00582 Payee: FRONTLINE CONSTRUCTION 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 Payment Check 4672 58.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 8125200243 Permit Number: D07 -415 Address: 5154 S 172 LN TUKW Status: ISSUED Suite No: Applied Date: 11/08/2007 Applicant: SINGH RESIDENCE Issue Date: 12/21/2007 Initials: WER, Payment Date: 02/29/2008 01:32 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 9240 02/29 9710 TOTAL 58.00 doc: Receiot -06 Printed: 02 -29 -2008 Parcel No.: 8125200243 Address: 5154 S 172 LN TUKW Suite No: Applicant: SINGH RESIDENCE Receipt No.: R07 -02844 City of Tukwila Initials: WER Payment Date: 12/21/2007 03:44 PM User ID: 1655 Balance: $0.00 Payee: HS HOMES AND DEVELOPMENT ACCOUNT ITEM LIST: Description 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 TRANSACTION LIST: Type Method Description Amount Payment Check 5147 5,717.44 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC CONCURRENCY TRAFFIC MITIGATION FEES Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 104.367.121.00 104.367.120 RECEIPT Permit Number: D07 - 415 Status: APPROVED Applied Date: 11/08/2007 Issue Date: 3,362.56 23.50 113.00 4.50 1,200.00 1,013.88 Total: $5,717.44 Payment Amount: $5,717.44 6393 12/24 9710 TOTAL 5717.44 don: Receipt -06 Printed: 12 -21 -2007 Parcel No.: 8125200243 Address: Suite No: Applicant: SINGH RESIDENCE Receipt No.: R07 -02450 Payee: H S HOMES ACCOUNT ITEM LIST: Description doc: Receiot -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 000/345.830 000/322.100 000/345.830 RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 5102 2,548.66 Account Code Current Pmts Total: $2,548.66 Permit Number: D07 - 415 Status: PENDING Applied Date: 11/08/2007 Issue Date: Payment Amount: $2,548.66 Initials: WER Payment Date: 11/08/2007 10:40 AM User ID: 1655 Balance: ` $3,480.06 2,185.66 250.00 113.00 Printed: 11 -08 -2007 Project: , s/ / ,CGS /e /enee n: Type of Inspection: � .11 Address: .f 675 S /72 in. Date Called: Special Instructions: - Date Wanted: 7 7370 5r m pan: Requester: Phone No: � -G 1, -24/ 765`7 INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit PD7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: F(14 - ro 0 4 - r , Approved per applicable codes. Corrections required wu pr(r to approval. 'Date: 7 tiff 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: `J\ •1 � -N 'A es - Typ Inspection: °"' \.1W A) ■ .) L Address S ISL I S 1 -? 2 ,Jci Lo Date Called: Date 3 -o'? Special Instructions: (.._ J - \-- Date Wanted: '1- -- - -1 01 `am,: p.m. Requester: Phone No: D0 9 L 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 -3 O pproved per applicable codes. Corrections required prior to approval. COMMENTS: (In $58.00 REI ` PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 'Date: COMMENTS: 1 Type of pspecti n --' [ / --1 » : l( A- A /1 . !� .` aeV.-1 -NOM CP\l`:_Wck - C - 1 1t1 Cr 1t- P\ r (∎ )€- TQ.t 1 I ik. L v CA `_ C Z7�SAQ- vcZl (7\3 E_ TcoD t'R A. 4 )rn C ` 1 . kC - -a-m, G ' 6 -U( p.m. \ - e c - A E 7 N A 3 t l c 4\1 -\ kW. 1 ( -,< -), / (= iii C' LE.!-1 tJ t c_) 0 i t . c L .c -Ut= t rO PSc i7J Project: Type of pspecti n --' [ / --1 » : l( A- A /1 . !� Address: c� y{ 4 5 So \( pate Called: t.—U. 7 Special Instructions: _- Date Wanted: -a-m, G ' 6 -U( p.m. Requester: Phone No: / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 'inspector: _ ;r El $60.00 RE PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Corrections required prior to approval. Date: COMMENTS: Type of I pection: &W_ E_ r e . ` Ai 4' 44 1 y r gT" t o J f - &e- (' & Y I ° J l G"_..l.f. ()4��3, //k e- r.7: Al / a ✓ 41 C � — - - A (C ,p5('‹ tiffsI' ki A , PA { /' o Vs uA-f 1 tr- f L ._ (r ,/K f Qf k r a c.--1 vi Uk' i lJF-LL) I fvdr LAf a n t // / 6 a- int-e/l . /A f L (-e f/l v f-- Gt.Do k- L,, pre fi.a/�.." -A /t , 7�1. Pro' Type of I pection: Addre3si / S / `2 g ate Called: Special Instructions: Date Wnted: C�Z 0—U p.m. Requester: Phone No a6 7. 766 INSPECTION RECORD Retain a copy with permit INSPECT I • N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ,I)D7 Corrections required prior to approval. 'Date: 1 -7Avd&Y ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pro�ec . .:,A/9 ,�?�s. Type of Inspection: 6(i4//..274/52<<4i /6' 2 t, Addrgss: Y /72 Al Zit./ Date Called: Special Instructions: pr. r," i is (7)1/ fi. rat, y (' ,� Cr ,fir //, v � Phone Date Wan : 3/ q / a.m " ". Requester: /3 i. Ns:_., 2 &I35 / #6d7 - - S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 /3 D Approved per applicable codes. Corrections required prior to approval. COMMENTS: p1 4//0/Peeii Inspector: $58.6 " REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: (Date: I 04/.0e Project: 3iN4 D P Type of Inspection: 3ATefi02 (AjM((30.r) v Address: Date Called: Special In tructions: / Date Wanted 3 ""1 3 -"D p.m. Requester: Phone No: 2- s3 - -3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 BOr1 -41(S PERMIIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I lnspect r: 0 Date: 3 -13 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 :wa=s - >. . COMMENTS: C— ii - s - M; A , S /)! d .- M 1 G_S 5 4 p i-ed. 6.4s („)( /- -e (3 6 / 4_,/_e /72L1. 6' t e_A kt Al ,e Special Instructions: Date antedy / / d d �� m. L Requester: Phone No: (.25 3 Z 6/-,.?57' I't , 6 % , - / r ( 17 P l J Tv l_ r,' 1. A af,/ 6,4-14 Project: - ii - s - Type of Inspection: GtI 9 // �•v S G_S 5 4 Address: 5/5V,S /72L1. Date Called: Special Instructions: Date antedy / / d d �� m. L Requester: Phone No: (.25 3 Z 6/-,.?57' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LJ Approved per applicable codes. • nspegtor: f `A El Corrections required prior to approval. c /) )7 c //S Dater - o r/ 0 $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: Type of Inspection: OZ4 2 //VC Div/ A/ r Address: %.3 S ) 72LAv Date Called: Special Instructions: 7 Date Wanted• al; 7 -3 /6 p.m. Reqtrater: Phone No: / 2-5 2 Co/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l/trc m -(14 (Inspect J f . 4( /)7 4 2 s Date: 7_ j _ 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 of Inspection: 772 ( -1 4 ed . J:ht 1A14 it c_o P r 6 Ail e _..C4.ii /,P )J-e r , LA ,t.--■6 1 )0/e r . Special Instructions: I; ( ( p.m. s r (7": ,. ) A, ,j fc/(A--k 5 73 ProjeZ . .....D //VC--; Type of Inspection: 772 Address: , , 57...3 4 / S / Z A/ Date Called: Special Instructions: Date Wanted/ p.m. Requtster: toeS9: ... 26/-3 5 73 DD 7- 3/45 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Cm" 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 El Approved per applicable codes. orrections required prior to approval. Ilnspec or: . 1 I\ i rate:3 0 $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: , S ( 0 6 t �- "k' T of Inspection: (2. > ( . e - Address: S .5 / LA/ Date Called: Special Ins L (j `� / / ructions: - SS Date Wanted: 7 0 .. pm Requester: Phone S 3 - Z 0 ( -3593 I 4W INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: Inspector L/'` Date r � z V� 1=1$58.00 REINSPECTION FEE I SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule r einspection. Receipt No.: 'Date: Project: s JC4 — �,�� Type of Inspectio t 1A)A-t ( She 1 A-_� Addre pate Called: Special Instructions: Date Wanted: 2 -6 -or /a,m p.m Requester: Phone No: ? - C 3 Z (— 357 3 INSPECTION RECORD Retain a copy with permit 00 r 7 - '1s INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) -36 proved per applicable codes. ❑ Corrections required prior to approval. $58.00 REINSPECTION FE REQU IRED. Prior to inspection, fee must be pal a ou cen er v ., uite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: 7' k X l�f'I .r)/ 4 1 NT �f )f itke c- Inspec or N 1. \ \y d t 6300 S th t d 5 Date: -- Co- vv Project: / ...57.1/5 4 1/s £r 5 Type of Inspection: 2/N.vP .- Address: / ---" /5 4 <S / 72 2.4/ Date Called: Special Instructions: Date Wanted: l g o 5 rF Requester: Phone No: z 53-26/-3$ ? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: "?y //AA - Inspect rte: Date: J<? $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: Pro' . A,y . _ ; of Inspection: Type o ,00 /,'w _07127%)1(c Address: Date Called: Special Instructions: b: Jo 2 p iv Date Wanted O O a m- Requester: Phone "'' 2‘/-- 35 INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D 7 V/S PERMIT NO. (206)431 -3670 COMMENTS: 5 Dat Re eipt No.: 'Date: q- d' 00 REINSPECTION REQU1 ED. Prior to inspection. fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Approved per applicable codes. D Corrections required prior to approval. Project: %,(/y ,GPs _ Type of Inspection: Fo o 1 / J C /) /4 , ) / S A ress: sis s /72 24 Date Called: Special Instructions: _ Date Wanted: a.m. c /— 3 - o Requester: Phone No: — 2.5 — 26/- 25 73 INSPECTION RECORD Retain a copy with permit CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: AI/' IDa t a 00 REINSPECTION I E REQUIRED. rior to inspection, fee must be ' at 6300 Southcenter Blvd., Suite 1 t 3 Call the schedule reinspection. (Receipt No.: 'Date: ,067--e-//5 PERMIT NO. (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. Project: L ` 5 lit d;'tei Type of Inspection: 1 ratan S Address: r 1:5`x( 5 �? t-rr Date Called: ' d ! -9- Special Instructions: Date Wanted: 2. -1, PO Requester: q g Qg f 0 Phone No: � 120'7 -9IT 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 M Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 % (Inspector: I Date: OM// , 7 $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: 5 a ' h , L, 12esT' n'� Type of Inspection: Fa 4 ir,, vac l 1 Address: 51 s'i 5 i 7a 14 Date Called: r2/zf/Q Special Instructions: Date Wanted: I t /70 ) :0. a.m. Requester: ggl1 Phone No: Q.OG 241 ?4 2 L a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CO MENTS: Approved per applicable codes. El Corrections required prior to approval. Inspector: $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: OO7 L i ir PERMIT NO. (206)431 -3 I Ite, 1 2 /o 7 Project: i <. Type of Inspection: V )...p / FT /:..., Addre s: Date Called: Special Iri"structions: bate Wanted: a, Requeste Phone No: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 El Corrections required prior to approval. 7 COMMENTS: Pe", / t ti ,e-941.41 _ fh - i&ote $58. EINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: S ► � C�7C�c h� Type o spection: �, ( 10; 6 ) c ; 011. Address: 6/64 51 ►1 a�i D ate Cal re ati 1 Special Instructions: Date Wa ted: 0' 0 L` � 7g a.m. p.m. Requester: t Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Poil4 kitty '1ilr1 boo; v;14 Date: ! i El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. i sections required prior to approval. $58. INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: P •■ ,ct: L i,f / I_. /L t Type • f In pec ' • n: A • dress: , L 7 � / n I Date Called n ` o � Special In Date Wante ita Requester: I!'A4... .■ /,GA � ] Pho ,04e ' 1 ° / (KA) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 63130 Southcenter Blvd., #1 00, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (e)( 4 i ) (AttAA- y < t(- i -va[cY,c Gu-L4A. (Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be s paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Reelpt No.: 'Date: INSPECTION RECORD Retain a copy with permit J�o7 PERMIT NO. (206)431 -3670 ❑ Corrections required prior to approval. Date: (4 Project: ,5 ` P.S 1r�(Pi?C Type Type of Inspec 'on: 5I Address: v g) / 17, An Date Called: 0/ 1 03/07 Special Instructions: Date Wanted: \ 6 //o V /07 °•, Requ er: r io( n Be 03, le Phone No og513 —aG / 7 3 hid sg D07 - ' 05 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. ❑ Corrections required prior to approval. COMMENTS: 1H/07 I S- T,�G ;�.� -t e ,J2-r ,e, or. C vh..z To S i7it Inspector: Date: / `ila? 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. !Receipt No.: 'Date: COMMENTS: s ;cfc e ,c �. Type of Inspection: S .'„ j k F C. - r�c, l Address: 575 5 Suite #: / 7 Z 1-N. Contact Person: / /h2 ,2 y' Special Instructions: Occupancy Type: Phone No.: ZoC- 2/— 7‘5 acs ;e) e„, ; 6 1 F2 tf.- 17%14 0 ?G 37d 5.y L,)f . CI c frc 4 i.l9 qe' Z n c S c we- t.v i /1 CNA.) . 4-ere5. 4/� .4/- ?. >714.e . I 6.0 3 kL fr4$ 8 vk 1 Dvs4 . e S Project: S in 5 h s ;cfc e ,c �. Type of Inspection: S .'„ j k F C. - r�c, l Address: 575 5 Suite #: / 7 Z 1-N. Contact Person: / /h2 ,2 y' Special Instructions: Occupancy Type: Phone No.: ZoC- 2/— 7‘5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I INSPECTION NUMBER V J Ap proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dal— d. /J,5 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 1 - 1 Corrections required prior to approval. Inspector: Sc ' 5 / 5 Date: q2102? Hrs.: $80.00 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 l Project: t s ta -5 1 1 '_ Fire Alarm: Type of Inspection: 4 6 1--e. C4U K, Address: al9gh Suite #: s . &. fv14-L L Contact Person: e-7-2514,,-- Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT roved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 j) k c - - acs" PERMIT NUMBERS kwila, Wa. 98188 206 -575 -4407 n Corrections required prior to approval. COMMENTS: 5 man /63 o Inspector: Hrs.: II/ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t he City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project Name: A. B. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 FILE COPY Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 Permit No. RESIDENTIAL HEATING AND, D VEt QIggMEMMNCE FORM (Complete § etioas Y :#n ` >�'Gl�oiip upa les or Less) MECHANICAL PERMIT APPLICATION NO.: • 2. ❑ ION' .67 # Site Address: 5l ��/ f 7.. LA 7 JZf I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below); A. ❑ System Analysis — W.S.E.C. Chapter 4 (submit documentation) B. ❑ omponent Performance Approach — W.S.E.C. Chapter 5 (submit documentation) r C. 0 Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): House Square Footage (heated space): ❑ Heating System Installed, (check system type below): 1. ❑ Electric Resistance CRY OFT TUKWILA I DEC 1 2007 PERMIT cECVTER II. WASHINGTON STATE VENTILATION AND INDOOR AIR DUALITY CODE (select A or B below): ectric (forced air) 3. C " Other Fuels ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). Er Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ['Ventil ion using Exhaust Fans (Section 303.4.1.) Exception for outdoor air inlets — Forced air heating system w /interior doors undercut %" Effective: 7/1/02 tapplications heating and ventilation system — form h-6 (7 -2002) BUILDING PERMIT APPLICATION NO.: D O - - y�S heat pump) 2 /5 X 20 BTU/h I Maximum - Z// cfm C( . in rr° Maximum BTU of Heating System Output 2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) p rescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: 4/003 2. House Number of Bedrooms: 3. Required Outdoor Air Table 3 -2: Minimum - Pi® cfm CORRECTION Floor Area, ft2 •.. •. - :, Bedrooms Maximum Length Feet 2orless 3 4 5 6 7 8 70 Min Max Min Max Min Max Min Max Min Max Min Max Mm Max <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 "t 55 100 70 105 85 128 3 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 9: 80 120 95 13 .110 165 .125 i X188 140 2 0 .155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 -3;0 75 .113 90 135 ' 158 .1 180 1' .203 150 22 -'1 3001-3500 80 120 95 143 110 165 188 .140 210 155 233 170 255 0 f e0 8 128 00 150 115 173 130 95 45 218 1 ' 1 4001-5000 95 143 110 165 125 188 iJ 210 1I 233 170 255 185 278 5001 t 8 f . 158 a 120 1. .135' 2; 150 < 2: 165 180 270 195 93• 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 125 188 40 10 155 233 1 ' 255 18 78 6 f f f 15 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 9000 .j45 218 160 240 .175 2 • 190 05 308 220 30 235 . 353 Fan Tested CFM 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 • 4 inch 25 4irich 70 3 . i - -'0 . - 5 inch - 100 50 6 inch No Limit 6 inch No Limit 3 80 - inch NA . I ch -. 20 3- 80 5 inch 15 5 inch 100 3 :0 -inch - 90 - 6 inch '- oLimi . . 100 5 inch NA 5 inch 50 3 1' 6 i ch - 45 •6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 No Limit 3 *F or residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. r tABLE-2 , VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR-STORIES OR LESS Minimum and Ma> mum_Ventilation Rates: -CubiC Feet Per Minute (CFM) Effective: 7!1!02 ° 1 appIatIq9 end eqaUon syStam.s hj6 (7.2002) -.' -.‚ --.. v. . - TABLE 3-3 PRESCRIPTIVE EXHAUST DUCT SIZING I MITCHELL ENGINEERING INC. c�P c r- A C�``� c� '/ STS A i A-2 ,4 3 4delo �-/ 5/2-h.d g� 1 i�� P1014- ��4tili,JI � r 41 A) AM/ ic, . ` c , L THESE CALCULATIONS ARE COPYRIGHTED AND. MAY NOT rIE COPIED; WITHOUT THE VRITTEN PERMISSION OF 1rrch i '^ t ZING, INC. .iSE Of Tt-Yi.SE C,^,LVJ ATIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE E UILIZIO. ANY OTHER USE OR REUSE IS STRICTLY PROHIB- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEERING. INC. ‘`' 4 / 4. L = /V/‘12,4, ,7 /244 AO. 240: C, c..245 " --66a A /4.'6 1 /723 414 .7 4.>/- FILE copy Permit f1a. applual is subject t.3 er, r3 a: ,, c 7 CO Irconci 41 ` t 1; RECEIVED a-F 1 IJEI M1T psi 1 PROJECT d-171-4t5 PREPARED BY /� DATE I© `3 07 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO ft ' OF 5) JOB NO. 431-4)4060 MITCHELL ENGINEERING INC. ItAki D2.14 Rip ), • L'11 ' 2 `7'= t2 - 2 /.. 444- Alz /2410Q '1.15 14/1/d 6 a 144w, -574 /2� "-w 7 kisy / � /. -`543 / /`/ 1 . L J 5/. r4, f(, f 610 Oda 23 ) f L y ?I SP f /5 /1.4. / g = l9' /J i4/2 Pow .74/ //5 43/b1 zit L34-0- a77 �. 150 ,•4 23 rii72 / .77- _ 5 PREPARED BY DATE 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 /11/ 5 � PROJECT SHEET NO OF Z 3 /Q h 2 SUBJECT JOB NO. MITCHELL ENGINEERING INC. de rk-x-- 204040 6 c A-* W 10 112 61c.1- -> 14,4 t - 14,4 P5r 45/d I-//' V L , OUP, it4. I' 12.7 v (25541 = - �� wills '?t? ,'4 7 4.1 = 7 I Ca � 41A.1 u �c �r 6 wALc- V5= /27L' ,4 i4 I L A / 0 2 ‘ 0 0 - 7,, 'Li. 730 2? /720 / 7 /44 = 1 734P . --� q 71 /27 ISF 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY 2 PROJECT SHEET NO. OF 07w�� DATE i / SUBJECT JOB NO MITCHELL ENGINEERING INC. L \ a 74 vT �af 2 ssm-i 51-iioaig- -5'fl� �' 4- '' ; ) /45c (:77 7 cp , 2 izr (A - )616 1TE = t +) �I � a�,� 6 .� I to) 4 31 t�I. CV ' I°'crL CoeFF. — 5 - ) I 41-04.`( 11. V3A4 , qos ) •;)) gtf 9ii i4 g.4-44/ Hk. C,EFF. cg ` L' cc' tJ L L 1.'' 1 fI y )14' ( c 12,4 )) ' F,. = $-0 , i Ea5; 1‘2 5141^ r .74,st,:x t f- ►�Q= nr 30 401 L:I 4505 : 2 112.5 = `\f 4Vr S 3 /-1 -i 1: I eppato 11 1. Tom© 5T� h �. �'o �' r *71 � 4 PREPARED BY PROJECT LIPit SHEET NO. OF DATE ' SUBJECT JOB NO. 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251 747-1500 MITCHELL ENGINEERING INC. C ' ' j 'ATT w> ' 32 r 331 011-1 oiak..47 Rzypli k.444. ,00s.ir/vck o 1144 - el414)1 3 At- 5 4 5 51,:it.Ajt G /AiJ - 4 11 -4 5,342? DIE /P ,5'3 6, ,53 /1 2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 / 4= 1 74 12. - .44; /30/tig i4t1 74 2.`' /5'= 2.133 07 = L' //7- 11-'141#-1 11-'141#-1 /- 724;tV-t& 4:514P 4P el4giaf I -= 4 , / 2± � = 174 - fi • 1 a 2 = �,� 7. 7./ '- 4qr- ,.2 24/' = �4�. s 41 i -224 -/ 4 a57 /5 f /56 /4 S 2,6 -g 4- /5'' , /cam I A 2 14 x , /2 - 2c�7`.( f I 5 � Y ? X 4 ' 5 2 _ 2 - 11- 4 PROJECT SHEET NO OF SUBJECT JOB NO SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 #/Ft Edges Studs TopBtm. Plate Blocking Req'd. P1 -6 8d 6" 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes 310 P1 -3 8d 3" 12" 3" Yes 400 P1 -2 8d 2" 12" 2" Yes 525 P2 -3 8d 3" 12" 3" Yes 800 P2 -2 8d 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall: P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3, P1 -2 & P2 -2 shear walls use 3x studs at adjoining panel edges. At mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Nails shall be 8d common. (d = .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails Q 12 inches on center @ intermediate supports. 6. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF --- - - ---- -- 25 PSF FLOOR---- ---- -- 40 PSF DECKS---------- --- - -- 60 PSF LATERAL WIND ---------- - ----- EXPOSURE B; 85 MPH SEISMIC------ ---- -- SITE CLASS "D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN-PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS 4/ OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2 -------- --- -Fb = 850 PSI DOUG-FIR/LARCH #-- Fb = 850 PSI DOUG-FIR/LARCH #2—Fb = 875 PSI DOUG-FIR/LARCH #1 - - - -Fb = 1000 PSI DOUG- FIR/LARCH #2 --- -Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 4/ iv WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED- LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fr225 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO AI.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATEll BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. 441 PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS - FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDMONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND S 1'iFFENINGS HAVE BEEN INSTALLED THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 44.3 MITCHELL ENGINEERING INC. 5;_77J A 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY 22 � PROJECT 1—ig0 SHEET NO. OF . DATE ` 9 a % � SUBJECT JOB NO. 1 - �'�� MITCHELL ENGINEERING INC. i�. LL 51 T opt. L icEATIL mow* "cc- -Op - r NA4L. fE*04..J AT ,pct r14..,1 1/ 1 I ANAL -L 10 04-Is • T X 4'2• PREPARED BY 2 DATE f' r/ W it • 4 a �- I .I • I 1 I • ,7 I Ili- = 14 7# FEATik. . AN A*14E.r_ , fT J 1 - • PROJECT •c 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 J SHEET NO. / 2 OF 407-1 SUBJECT JOB NO. MITCHELL ENGINEERING INC. DATE PREPARED BY j4112-7; t�l2v1v� PROJECT SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 JOB NO. SHEET NO. /.3 OF MITCHELL ENGINEERING INC. t5k-c 41 4- 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT SHEET NO. /4 OF SUBJECT JOB NO. MITCHELL ENGINEERING INC. PREPARED BX I I � PROJECT DATE P '� � v ' . SUBJECT, JOB NO. b7 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. /✓ OF MITCHELL ENGINEERING INC. ) A ,' rw V'4;G:) Go Ill 140=i LLA 4 4Q? h- 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY PROJECT SHEET NO. koo OF C DATE t42 3 4)1 SUBJECT JOB NO. MITCHELL ENGINEERING INC. DATE - ) L , 1�1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY 1 ' f - PROJECT SHEET NO. / 1 OF d1- °vim SUBJECT JOB NO. MITCHELL ENGINEERING INC. 55c 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY PROJECT SHEET NO. �J OF � • DATE SUBJECT JOB NO. 7— MITCHELL ENGINEERING INC. SEG77.,) 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY PROJECT 044dlit'4 SHEET NO. I OF DATE % u� SUBJECT JOB NO. v,�� MITCHELL ENGINEERING INC. 2� 6Lo‘..k 1� 1) GcxG ?att- c„L,4,..44 % .7 .: 14 2 V, • - VJAL L P2aAp rt 4-.1 Art,4T' iovAist • • I t •■•••t � r L‘) 4 14 4 , 6 illz PREPARED BY 1`.-11.t—i PROJECT DATE I / 2',/ 1 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 P� � 6461 co- SHEET NO. 2v OF c7-7-24.#6, JOB NO. MITCHELL ENGINEERING INC. PREPARED BY DATE w� <31 s12. (2) 1 CaJ I-lA►L5 Ig� CL PROJECT SUBJECT r?,* �, Y a .J .� •- ; ‘,J 11 P epiti5 6&Aq reA/- CG„L If, A . 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. 2' OF JOB NO. 4)7 -4 MITCHELL ENGINEERING INC. PREPARED BY DATE 12 „AK- VIAL!. ttA kAa ST few- it;4i -1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 /1.5 /444 22 OF PROJECT SHEET NO. SUBJECT JOB NO. 7�"�� MITCHELL ENGINEERING INC. /-3 7821 - 168th Ave. N.E Redmond, WA 9805: (425) 747 -150( PREPARED BY PROJECT SHEET NO. 76 OF _ DATE ` 23 J f SUBJECT JOB NO. C 7 -21-14/ MITCHELL ENGINEERING INC. PREPARED BY DATE tc.oci AiL X14 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT /j3 SHEET NO. OF SUBJECT JOB NO. c.37 -f:edzi MITCHELL ENGINEERING INC. CLA:=1 �"• r�,�c �. c_ '5 1.5 A-1 &oaP' SiAtiwr. tvs4u_ -- 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT SHEET NO. 25 OF SUBJECT JOB NO. /_ • MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-150C PROJECT SHEET NO. 2C./ OF 7 SUBJECT JOB NO. 10/ MITCHELL ENGINEERING INC. G �v Neu. ole WA IL. 7821 - 168th Ave. N.E Redmond, WA 9805' (425) 747 -150( PROJECT SHEET NO. 1 OF CrA" SUBJECT JOB NO. MITCHELL ENGINEERING INC. f 1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY //7/ PROJECT SHEET NO. _`_ OF DATE /a SUBJECT JOB NO. o7-!&,e0 MITCHELL ENGINEERING INC. - Ted9 0 4141*.le , C.4 PREPARED BY 41, DATE `a / ?3 4) lc." al 1.1A it. WALL P4-10- 'A ).--1 Caoc4e,Lv S4th4 7821 - I68th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 H AJtik.e.. PROJECT SHEET NO. OF SUBJECT JOB NO. 4D 7-2a• MITCHELL ENGINEERING INC. PREPARED BY DATE L J 7821 - 168th Ave. N.E Redmond, WA 9805: (425) 747 -1501 PROJECT SHEET NO. 3o OF C7 2l/ SUBJECT JOB NO. ti • MITCHELL ENGINEERING INC. 21 7821 - 168th Ave. N.F Redmond, WA 9805 (425) 747-15C PREPARED BY PROJECT SHEET NO " / OF /' `�J i V DATE r v 1 SUBJECT JOB NO. �∎ ALc. 't t4ittom I.=c,141701 -- 4744f 444 rr4J1-a/A vg.or5 •",4.4.1.1zif PIA / T(&etL q/4Jo A ar &L.r FLPA GuA SILL F t' /2,160 GvI ✓ e 2$''c I J/ A LJ 0;''704 (c;) 3hyt‘i 5T p/4AJ� W «l -1 ,s4./,-xs 4i1- o% c� 4' `444,1 M 4 "Lt. 04-4 C.v rfIL Al C ) 2 ,ic fi1'z4L. 4, 12 • 11'v A1. 0=14 { 4 71.10 'DPI -4 rR4 Oi IS 4 64 , •j4 C Prg ) 27, to FILL ` are tw&t, 6 -4 CG G )czip.fr-i 7� i 4 4i: o LAP- J14/i. /AL. 411 GUS /5 / Tv /4.1 AeCHrliza.niAL. o / " . /4-4 7 -2. ' e 4 Trffe.04Ls iT" C Lop ee,L CA ec4 Ve.6, CJM Sir 24 12 4 %-v Loo 0 sa7 rI4P I ij 6 8e A PI 41 oriA). pt...4e- a F tied/1_ Tric 1 4 L E - ) L t 2 7 ti• \ • fai•MONMENIO As SI-L414, lorw. raci 1-1.cdkr s f 6, ,e1400,112 74.td.pL,' : (8 , 4t1 4 -41-1-- F 1 .-f/40,a 7rx._1 r<<( A 0 ,1 4 rv 1 -74 e7f5'1' Trig t -- RV /7'fr'f' -G7 A .;fr ( -rykv7 -7 �1 ` �1 r t , 3 1 1 t7 17 f7 ..Lrl 1 9m 1 77r+J t' 4 79 Tr.< c174-17 moo, X 411 ""5 C'174 4 4, T1147,AL • ALL 4,4 CeL 4,ico e N44 *teia - 1;;) Alaci-irtri-14,41_,I 0 Jo e ri -J10 5 r-1=1A 4.J Aors l'(&4L Ai461-iag- LT (A),4 r] 1 4 p, vv/ 4.1.. , I 4 7 1 24- 1 7 e) frihj l ets at.4 aa) -51a- Fr"; 12 / 6 0, Pv/ 4. e 24 Vvi ‘104. /, .0 il 704. • We-114i Ltpi4 40 2,4406:2114k j ci Yeit‘A. la 3/4/% 5ri-fogg3 -/ „5/d,eas smivi400LJawi,t e 411 co-161 g 41 VAYgv- 41i4 Ai DATE: December 19, 2007 APPLICANT: Harry Singh RE: D07 -415 ADDRESS: 5154 S 172 Lane PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433- 7166. 1. As condition of final approval, obtain from your geotech engineer a recommendation to protect the steep slope from future inappropriate residential uses. Execute engineer's recommendations to protect slope i.e. install a fence if one is recommended. Obtain all necessary permits for any recommended activity. December 6, 2007 Harry Singh 216254AvS Normandy Park WA 98198 Sow City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -415 Singh Residence — 5154 S 182 Ln Dear Mr. Singh, 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, Fire, and Planning Departments. At this time the Public Works Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Fire Department: Alan Metzler at 206 575 -4407 if you have questions regarding the following comment. 1. Fire flow on water availability statement must be given with 20 psi residual. Statement shows 46.59 psi. Planning Department: Stacy MacGregor at 206 433 - 7166 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. Sin erely, .fer M.' shall 't Technician enc File No. D07 -415 PAPemrit Center\Cornction Letters\2007\D07 -415 Correction Ltr #1.DOC )cm 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: Singh Residence Permit #: D07 -415 Plan Review: Allen Johannessen, Plans 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). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a site plan. Site plan sheet size shall be the same as the plan set. 2. Show topographical contour lines to identify lot slope. 3. The site plan shall 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) 4. A geotech analysis report shall be required to show soils conditions with recommendations for footings discharge systems. Analysis shall include footing bearing recommendations for this buildings footing and foundation particularly where foundation may be placed near steep slopes. 5. Structural plan sheets prepared by the engineer shall be original stamped and signed by the engineer preparing those structural sheets. Please provide those stamped and signed sheets by the engineer (minimum two copies). 6. Submit a completed a Residential Heating and Ventilation Compliance Form. Tukwila Building Division Allen Johannessen, Plan Examiner Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: November 27, 2007 Harry Singh D07 -415 5154 S 172 Lane PLANNING DIVISION COMMENTS 1. Please amend plans to show required building setbacks. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 2. Per your geotech report, construction and disturbance of vegetation within the 25' buffer shall not be permitted. Place construction fence along top of buffer to protect it during construction. 3. The plans indicate a slab or porch off the kitchen that appears to encroach into the building setback. Show that this does not encroach into the buffer setback on plans, or provide, in writing, clarification from your geotech engineer that this slab is an acceptable structure within the buffer setback. 4. Obtain from your geotech engineer a recommendation to protect the steep slope from future inappropriate residential uses. Determine if or where a fence should be located and include their recommendations in your plan. 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 1" 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. Enter totat i ,voltlme Approved 09.25.02 Last Revised Jan. 2006 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT 1∎ j 3ME JI /i J ( F i() PERMIT # ` W � ' • • 515¢ S. 17Z b' j ) If you do not provide cont a for bids or an engineer's estibiate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Zo cubic yards 20 Use the following table to estimate the grading plan review and permit fee. Use the Qreater of the excavation and fill volumes. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 340 2 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. 1 i i -7 t/,v tco cubic yards ZO*7- 'I IS 0 112 -- $250 (1) 1 12 5° (4) $ (5) RECEIVE1 NOV -8 2007 PERMIT CENTEI QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 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 `'' ,or more $919.00 for 1 100,000 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 %) +'. Cr?. ■ $10.00 15 -10 (7 'A). 4; $7.50 10-745006), . $5.00 7 -5 (33 t $3.30 5 -2 (25 %) $2.50 2- I•P(10 %), t $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 , .t t. Sa 6. Permit Issuance/Inspection Fee' (,� ? , �) . � '. ( , $ l l 2 - (6) • 7. Pavement Mitigation Fee $ (7) 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. Approved 09.25.02 Last Revised Jan. 2006 • . • • r . 2 $ 2 3 5n (8) WATER METER FEE • ermanent and Water Only Meters Size (inches) Installati.. Cascade Water Alliance RCFC 01.01.2007 - 1231.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 13,2 .50 $14,342.50 1.5 $2400 !► •• 485 $28,885 2 $2800 $42, • . $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 J BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Approved 09.25.02 Last Revised Jan. 2006 0.75" 2.5" $300 $1,000 Total A through E $ (9) 10. ADDITIONAL; FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ 48 F. Transportation Mitigation $ / OI2 0 G. Other Fees $ / Zoo $$ -1 is colJe etecy Total through G $ ? 2l3 (10) 1 E5r w (Az $ s ) gt DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 2 79 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. Temporary Meter 3 okim /2/ s /o7 Monday, Mil 10, 7.t0•i Agent /f:ortact: Atone: l ire Marshall rnsUruucc llndcrwritcr Uwner /r1Ccut'.. Si nature: CI :;In'!i'iCATI: OF WATT+:!{ AVAILABILITY PAIt•I' A: (TO RE c :nMrl,rrTTl) BY APPLICANT) c Iwncr Nam. A. J. Pieper Address: 17083 Saul Ave So Phone: 206-243-1155 Site Address (Attach map and legal description showing hydrant location and sire of mein: See attached n for hydrant and main locations 17083 53rd Ave So 2, 1 his certificate is submitted as pan ofan application for: L1 Residential Building Pcrmit __ - - -- — Shin Subdivision ri ('o»tn:rrcial'lncluxlri:rl Building Permit U Other 3. ).slinuticd number of service connections and meter arc(s): to lie detcrniutrd 'I• Vehicular distance front nearest hydrant to: - - srr urrechrd reap for hydrant lornrious 171 Insurance Und writer Fire Marshall (1)001- Prelitninety I'Lrt Itezonc PROJECT rl Senor 5'4•- to rn - see nllachet] reap for location Miuimurn needs of development for fire flows 1000 Rpm al a residual pressure of 20 psi. I51 [-1 City Other 6. Area Area is served by: ITTCTILTNI: WATElt DINTUTCT (Utility) — ----- -._... Date: 5/10/O4 RECEIVED Nov 8 2007 PERMIT CENTEb Pepe l nr2 PA RT [3: (O RP COMPLErell UY WATER UTILITY) 1. This proposed project is locate) within RtrATAt /KING (City /County) 1. Improvements required to upgrade the water system to bring it into compliance with the utrlitic s' comprehensive plan or to meet the minimum flow requirements of the project before connection: Future development may requite a developer Installed water main extension. Developer should cordnct Flighlinc Water District prior to project design to detormino water requirements. 3. Rased upon the improvements listed above, water can be provided and will be available at the site with a residual trtessure of 46,59 psi 1286.37 fpm for a dttrxtion of 2 hours at a.velocity of 10 fps 1s 1ucurnented hy attached calculations. I hereby certify that the above information is true and correct 6 111C;111,111 I; WATER-DISTRICT 206-824-0375 Agency Phone Sy: IMO AS KECWN fate DISTRICT ENGINEER PART C; (10 14F' COMPLETE() BY GOVERNING JURISDICTION) 1, Water Availability - Check one: 2. tvliniumnt wntei• system improvements: (At least equal 16 112 above) Monday, htay 10, 7004 Acceptable service can be provided to this project. Acceptable Service cannot be provided to this project unless the intprovcrnents li.tcd in Item /1112 ate met. System is not capable of providing service to this project. Agency Phone Ily Dale RECEIVE, NOV: - 8 2001 PERMIT CENTER Page 2 of 2 P. 03 Part Af (To Be" .Completed by Applicaht) Purpose Purpospof Certificate: Ud Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Pro t�, YResidential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: yi y g /N fy Phone: 2 Z ,' 76 S?- Property Address or Approximate Location: Tax Lot Number: g 12 20O2Cl' 6 /72- 7 / /JJ» Legal Description(Attach Map and Legal Description if necessary): • • P (To B e Completed by Sew Agency . If 1. N a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer !O feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 14 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. av 4. Service is subject to the following: PERMIT: $ !PO a. District Connection Charges due prior to connection: o c' g , Crti0as►a• arse ) G $ 8 5 SFC: $ f 9'00 UNIT: $ TOTAL: $ . (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5195.65 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) • RECEIVED b. Easements: til Required ❑ May be Required c. Other: NOV '- 8 2007 PERMIT CENTEE • • jfjtt tld l ID) !F! t (f CERTIFICATE OP SEWER ;A'VAIN ABILITY /NON- AVAILABILITY Residential: $50 ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability y certify that the above sewer agency information is true. This certification shall be valid for one year e date of sign ire. By 14816 Mi'"' ary Road South P.O. Bo •J550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 Haft, 4-5 44- 11 7/a7 Title D e 1) 0 - 1- LI, 16 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIiFiICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). . 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Properly shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received lh ertificate ofSeu erAvailability /Non - Availability and thisAllachrrrent, and fully linden land 11 e er is and mditions herein. Applicant' s'Signatr, re Daity71 67— ACTIVITY NUMBER: D07 -415 DATE: 01 -18 -08 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 5154 S 172 LN Original Plan Submittal Response to Correction Letter # Response to Incomplete. Letter # X Revision # 1 After Permit Issued DEPARTMENT : Public Works Comments: Please Route Approved Notation: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP I Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑A Incomplete ri TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Structural Review Required Planning C3ivision Permit Coordinator ❑ DUE DATE: 01-24-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 02-21-08 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 415 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 5154 S 172 LN Original Plan Submittal X Response to Correction Letter # 1 DATE: 12-10-07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bu {di ivision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP Structural Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY I 6t 2 AV1)(/ (2 6t ° 1 Fire Prevention n $.144 00e, 17 ",„ €4 , 1 1 -° 7 Planning Division Permit Coordinator DUE DATE: 12-11 -07 DUE DATE: 01 -08-08 Not Applicable n No further Review Required DATE: Not Approved (attach comments) n DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 415 DATE: 11 -08 -07 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 5154 S 172 LN X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: I f) Inc Ul ved I(4 ision Public n orkp (/ � '0 Structural ❑ �J DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 `• PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 611 ded Fire P revention Incomplete Structural Review Required DATE: 5A4 d wild 114 i Planning Division Lisj Permit Coordinator DUE DATE: 11 -13 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 12 -11 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11J611/ Departments issued corrections: Bldg 0 Fire 0J Ping ❑ PWVJ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ()21(4f0$ 019-0S (, f Summary of Revision:. y pp 1,6A 1,6;•( IIroDM PV C-1-- —Atjt Received by: �Qk �-, g3EL� p 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 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 Summary of Revision: Received by: PROJECT NAME: & I N( k SITE ADDRESS: REVISION LOG PERMIT NO: O ORIGINAL ISSUE DATE: 12 (please print) (please print) (please print) (please print) (please print) Contact Person: Sheet Number(s): Created: 8-13-2004 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.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: 067 8 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 5/5 ./eDa / 72_4 A/ Phone Number: _z_e d 267-712 N Summary of Revision: `- AfmAi/rix "Al "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on lapplicationslforms- applications on line revision submittal Steven M Mullet, Mayor Steve Lancaster, Director op- 414N ��. ups 12- 06 -'07 17:54 FROM- publicr^grks /dcd City of Tukwila Department of Community Development 6300 Southeenter 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 rail, fax, etc. Date: Plan Cheek/Permit Number: D07 -415 ❑ 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: Singh Residence Project Address: 5154 S 172 Ln Contact Person: 1- / ' 7 Q%�/ f Summary of Revision: / ./i..01" t A r/e0V7 -17 01-77v g- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center b k Entered in Permits Plus on \applicationsVorms- applications on lineVrevision submittal Created: 8 -13 -2004 Rcviscd: 2064313665 T -671 P005/005 F -725 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED ''ITV DEC 10 2007 �trinnl i CENTER Phone Number: 2 O !1/d CITY OF TUKWIL4 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 STATE OF WASHINGTON) COUNTY OF KING ) s AVB tom M lI Op 11 W 4101, ASN` ``��S AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO.: TIDY '115 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. J� and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have and r state law in any decision to engage an unregistered contractor to perform construction work. 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. s s. liatrd S [please print] APPLIC .0. "` "nloi Signed and sworn to before me this D. B �1 �� , r / allaq e ce` /(<..9 , 200'7. : Fi� �`' day of � • \applications\8 -2004 affidavit in lieu of contractor registration , states as follows: L'oorvib gAezit__ NOTARY PUBLIC in and for the State of Washington, Residing ate , County. Name as commissioned: i4S0. r/I My commission expires: 10 j 11 --4=211 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor, 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration INV contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might . indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages,. in the activities herein regulated as an employee ; of a registered contractor with wages as his:'sole compensation; 17. 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Vine; • M lognstitiglk, 17 avr „•, - ikor Mk. . 111 ° 11741.74 MILWril .1 4, 7 A. WON ,nq • "vo I lFrorreg . •flatutowl.444. V „ •1 ... -y T.1=111MIII• 711•••• 011111111.11•1••11.r. . o.rwo....c.r A - I I • • or • 4- 0 - • -1 ynir • Mt, , .• • 444.0% • • • t : a ' 11 . NI . de.'0%-qr a ' M. 1 ' ; II • • • ft • - • 1 . , • 4 •• •■• • ' a • • •■• ,•,■-■■11Y • • • • 4 .. • •IY • . ft . • SHEAR WALL SCHEDULE . . Shear Wall Designation Nail Size Nall Spacing 4LLOWABLE gREAR : Hem-Fir #2 #/Ft • Edges Studs llrop/Iltm. Plate Blocking Reed. P1-6 8d 6" 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes • 310 P1-3 •Sd 3" 12" 3" Yes . 400 P1-2 Sd 2" 12" 2" yes 525 - P2-3 8d 311 12" 3° Yes 800 . . P2-2 8d 2" 12" 3" Yes 1050 F . I M•IIMMINIMP LIVE LOADS: ROOF FLOOR DECKS LATERAL WIND SEISMIC • 25 PSF 40 PSF 60 PSF 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. EXPOSURE B; 85 MPH SITE CLASS “D" FOITNDAT1ONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1 '-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST-IN-PLACE CONCRETE: Fc = 2,500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSMON PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSL DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1I-7" MINIMUM). CORNER. BARS (2'-0° BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS ,' OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL, SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #1 1 BAR AND SMALLER SLAB-ON-GRADE (FROM TOP SURFACE) STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH LE.C. SCHEDULE. FLOOR &REAMING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A_P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH Sd COMMON NAILS AT 6 INCHES ON CENTER. AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE .A./q3 GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH AP.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A_PA RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLITED-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24E-V4 (Fb=2400 PSI, Fv 25 PSI) FOR SIMPLE SPANS AND 24E-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.LT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU-LAMS SHALL CONFORM TO A_IT.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER. WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS-FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 ki.E..br OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 rFT WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD wax 2-16d NAILS. FACE NAIL. DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2-16d NAILS. PRE-MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. PRE-MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM-FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. • HEM-FM #2 Pb 850 PSI DOUG-FM/LARCH if— Pb = 850 PSI DOUG-FIR/LARCH #2—Pb = 875 PSI DOUG-FIR/LARCH #1—Pb = 1000 PSI DOUG-FIR/LARCH #2—Pb = 850 PSI • • , s - a a 3 INCHES 2 INCHES 1-1/2 INCHES 1-1/2 INCHES 3/4 INCH 1-1/2 INCHES • • Shear Wall Notes: 1. P1 - 7/16 A.P.A_ rated Plywood or Orientated Strand Board (0.S.B.) on one side of wall.; P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1-3, P1-2 & P2-2 shear walls use 3x studs at adjoining panel edges. At mudsills falling shall be staggered per footnote (1) of I.B.C. table 2306.4.1 3. Nails shall be 8d common. (d .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2-inch nominal or wider framing unless noted otherwise. Itistall panels either horizontally or vertically for plywood or A.PA rated sheathing, gypsum shear walls shall be installed virith the sheets running horizontally. Space nag @ 12 inches on center @ intermediate supports. 6. All anchor bolts thrill be installed with galvanized plate washers. Refer to plan for size. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. 4 rf: q4 --4 7 1 r v r-lol" AT WALL &.1 ;Azr iL 2 • q A/J 544- WALL • Ity lAk7.1 Tar Toe rt,A Pri (1) 14: 1 474 1 '2 1)441-4-1 1 11 aw1 T`Ji • ';}4`1,41‘tAI.V. 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' , . • • -• : i : is,p_A i• . . . ; . . i : 5 i , 1_ g__ ! -, I • . i STTc :44 4L 15 Ca )2,-( a71.1131 11.184: VVATiA-el., N1 274 P-1 , . 't • • • 1,44. IN41.2..10424_ reAIJ • • • • • • • -'1•t4-1 • • tcl I/VALL FEA 4" • . _ • - 4- N4L-L. r ote• yaLL.. • • I I e 4 • ‘.„ • • . . 4 • • 4 -•( I OR a CC.. -■ • I - • • P4-1 9F04j., .A I--4TIS" • Prc- G4.11‘' L- V16 Aidk 1 re4- a44-rr/ RECEIVED CITY OF TLIWIILA JAN 1 7f"9 PthMl LEN 1 • • • • ••• •• • 0 DRYCO 0 0 Cu 0 a N Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 7 VE ti5 it LE. 9V0 00 N N 0.00 A =9•.40' A= 1 • °54'17" CO R= 50.00 A =71.28' Q= 81 °41'04" G. PHIL SARGENT P.LS_ 34145 0 L SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. 0 U fk5 w 1:1) O , v o E 1j- 't O L 0 M4-CC cr w w w I- i REV. -� )E1dg1-3S 112'd .9 SYM a a) 0 W w 0 0 W a_ C 2_ O U) N N 0 0 L� 0•9 — 31\111 )CJVB13S Q fIf103H .G <0'6 W z . 7 1 • EL C o • z w O� ❑ d so i IIIIIIII11IIII (IIIIIIIIIIIIIIIII I[III >si m Q a J I- w z ❑ 0 z I- O 0 \0 \ c U- V) CV ci f DATE Lc) Project Name 7 Project Location LaJ 0. Z N m C W co v =m az U F-NW IX Z > LL O LA- W oOma N . Ilk 5154 S 172nd Lane Tukwila, WA P . R Q 'L ..: `y Fl- / . , l` G: s of u = IL■lr G and Singh Residence Site Plan 001 O' rk ay 86 � M,150, 8Po DON � � \ \ - l , � : N s i l3 E °11 , 1 : 1 111 731C : T ri l- u . Dig �.nllfU +Pa Re is► s :dd'ion P ncl.de O T iw 1A4A Sit rl. 0 1, sttro' n C RECEIVED CiTY OF TS 1KWil.A I DEC 10 nu CORRECTION LTR# Vt4L1 I DRAWN SCALE: 1" = 10' DATE SURVEYED: APPROVED: DATE PRIMED: 12/7/2007 JOB No: 2006207SitePlan 0 DRYCO 0 0 Cu 0 a N Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 7 VE ti5 it LE. 9V0 00 N N 0.00 A =9•.40' A= 1 • °54'17" CO R= 50.00 A =71.28' Q= 81 °41'04" G. PHIL SARGENT P.LS_ 34145 0 L SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. 0 U fk5 w 1:1) O , v o E 1j- 't O L 0 M4-CC cr w w w I- i REV. -� )E1dg1-3S 112'd .9 SYM a a) 0 W w 0 0 W a_ C 2_ O U) N N 0 0 L� 0•9 — 31\111 )CJVB13S Q fIf103H .G <0'6 W z . 7 1 • EL C o • z w O� ❑ d so i IIIIIIII11IIII (IIIIIIIIIIIIIIIII I[III >si m Q a J I- w z ❑ 0 z I- O 0 \0 \ c U- V) CV ci f DATE Lc) Project Name 7 Project Location LaJ 0. Z N m C W co v =m az U F-NW IX Z > LL O LA- W oOma N . Ilk 5154 S 172nd Lane Tukwila, WA P . R Q 'L ..: `y Fl- / . , l` G: s of u = IL■lr G and Singh Residence Site Plan 001 O' rk ay 86 � M,150, 8Po DON � � \ \ - l , � : N s i l3 E °11 , 1 : 1 111 731C : T ri l- u . Dig �.nllfU +Pa Re is► s :dd'ion P ncl.de O T iw 1A4A Sit rl. 0 1, sttro' n C RECEIVED CiTY OF TS 1KWil.A I DEC 10 nu CORRECTION LTR# Vt4L1 I N89'00'501 99.89' LOT 6 6780 Sq Ft PARCEL 8125200239 5150 V 7 7 7.9' DRYCO 7 / / /// 17 ///1/1/11/1/////111/ /A _� - - BSBL ' 33.0' t \O Surveying, Inc. 7 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 Fax 253 - 826 -9703 S. 172nd Lane — x 5154 LOT 8 20099 Sq Ft PARCEL 8125200243 130.14' 8.47' N89 °11'23 "E 35.0' 29.0' rn 7 I / / / / / TOP SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. G. PHIL SARGENT P.L.S. 34145 rZV.c/oo S. 160 ST SITE S. 166 ST SQUARE FOOTAGE MAIN 2260 SF UPPER 1743 SF TOTAL 4003 SF GARAGE 613.5 SF TOTAL IMPERVIOUS SURFACE 3273.5 SF 16% These plans have been reviewed by the Public \\'(•rks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: $ VICINITY MAP p RECEIVED NOV -8 2007 1)014°' LI 1 PERMIT CENTEI -, EQUIPMENT & METHODOLOGY TOPCON TOTAL STATION & HP 46 DATA COLLECTOR. FIELD TRAVERSE CLOSED ON AND /OR BALANCED AGAINST OTHER SURVEYS OF RECORD. THE POSff1ONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY OTHER PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD -IN COURSES, IS LESS THAN 0.07 FEET + 5OPPM. A Portion of the Southwest Quarter of the Southwest Quarter Section 26, Township 23 North, Range 4 East Willamette Meridian, King County, Washington SITE PLAN SOUTH CENTER MALL N TS. RECEIVED NOV 13 2007 TUKWILA PUBLIC WORKS REFERENCE SURVEY KING COUNTY SHORT PLAT L04 -070. Vol. 224, Pg 219 -221, RECORDING NUMBER 2007051190001 LEGAL DESCRIPTION LOT 8. PIEPER SHORT PLAT AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20070511900001 LEGEND 0 LEGAL DESCRIPTION PROVIDED BY OWNER. 014 GRAPHIC SCALE 20 40 9 MONUMENT FOUND THIS SURVEY O FOUND PROPERTY CORNER AS INDICATED i SET REBAR & CAP LS# 34145 O SET HUB ON CALCULATED PROPERTY LINE (M) MEASURED DISTANCE (C) CALCULATED FROM REFERENCE SURVEY. 1 " =20' 60 NO ABSTRACT OF TITLE, NOR TITLE COMMITMENT WERE FURNISHED TO THE SURVEYOR. ALL DOCUMENTS OF RECORD REVIEWED ARE NOTED HEREON. THERE MAY EXIST OTHER DOCUMENTS OF RECORD THAT AFFECT THIS PARCEL. THIS SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. AUDITOR'S CERTIFICATE: FILED FOR RECORD THIS DAY OF 200_ , AT , IN BOOK OF SURVEYS. AT PAGE , AT THE REQUEST OF FEE No. AUDITOR DEPUTY RECORD OF SURVEY FOR: Harry Singh H.S. Homes $ Development, Inc. 2I625 4th Avenue, South Normandy Park, WA ciSIgB DRAWN: .C.J- . DATE SURVEYED: Nov 2007 DATE PRINTED: 11/6/2007 SCALE: 1" 20' APPROVED: JOB No: 2006207sITEpLAN NOTE: AN EASEMENT WILL BE GRANTED TO THE WATER DISTRICT, SEWER DISTRICT AND UTILITIES WITHIN THE ENTIRE PRIVATE ROAD TRACT A. Ex Sanitary Sewer MH Rim: 257.88 IE: 12" PVC N 253.1 IE: 8" Steel S 253.1 Rte. ® 4.71%/ EW FI H.YCp7 P STA 2 +35.7, 11.0 RT. CB #8 (TYPE 1) W/ SOLID, LOCKING LI RIM: 248.16 IE: 245.0 END SIDEWALK / TRANSITION RAMP STA 1+02 14.0' Found Rebar & Cap #10708 Ex Sanitary Sewer MH Rim: 257.88 IE: 12" PVC MS 248.7 IE: 8" PVC W 248.7 EXIST. 12" SEWER MAIN NOTE: FUTURE STRUCTURE ON LOT 7 SHALL BE WITHIN 150' OF THE CURB OF THE CUL-DE-SAC TO THE CLOSEST PORTION OF THE STRUCTURE. 12" Maple 10" Fir 10" Cedar 10" Cedar 10" Cedar AREA OF EARTH BERM, 4' HIGH, 2:1 SIDE SLOPES Found Rebar & Cap #6012 A PORTION OF THE S. W. QUARTE:OF i 12" Cedar I 10" Cedar I S 1 MIN FFE: 253.0 �\ 7 MIN FFE: 252.0 S89'21 31 "E 19000' 5 CB #10 (TYPE 1) W/ SOLID, LOCKING LID RIM: 252.0 IE: 248.0 (MATCH EX PIPE) CONTRACTOR TO LOCATE EXIST. PIPE &• CONNECT O NEW CB #10 h c cy 2 MIN FFE: 251.0 20' DRVIEWAY SMT. FOR LOT \ I2 Y i STA 2 +80.4, 14 \RT\ CB #4 TYPE 1) RIM: 250.9 IE: 245.9 4 6" PVC SDR DRAINS @ MIN.1% FFE: 253,0 6" PVC SDR 35 LOT DRAINAGE STUB (TYP) MIN FFE: 14" Maple 253'0 12" Fir MIN FliE: • 253.0 10" Cherry 15' DRIVEWAY EASEMENT LOT 7 . 0, 12" Fir V )( 1 3 +47.28 HIGH PT. DWY I DWY N CATCH BASIN OFFSQTS ARE STATED TO FLOW LINE 30' 1'2" CPEP 3. T 10' INUBLIC MIN FFE:.. DRAINAGE I 1 250.0 EASEf�1ENT I 10' PUBLIC DRAINAGE EASEMENT PROPOSED CONTOUR (TYP CURVE DATA: R =55.0' d =92' \L= 87.82' SECTION 26, TOWNSHIP 23 N:, RANGE 4 E., W.M. CB #9 (TYPE 1) W /. SOLID, LOCKING LID RIM:- :250,0 IE: 247.0 INSTALL STREET SIGN PER CITY STDS "PRIVATE ROAD" & "NO OUTLET" APPROX. LOCATION OF (MUTCD 2C -09, SIGN W1 -6) EXISTING DRAINAGE PIPE (TO. STA 1 +86, 11.0' RT. BE REMOVED) CB #7 (TYPE 1) / 250 W/ SOLID, LOCKING LID f :..�: RIM. _4.; 5. • . • / / �I 241.50 889'08'06 "E. 231.62' NOTE: GRADING LIMITS WILL BE 10' BEYOND THE EDGE OF THE PRIVATE ROAD TRACT. 25' ASPHALT RADIUS 200 PE 1) LID, L \LT 1 6 / / / / I o i EXIST. ACCESS EASEMENT (REC. #8703062112) 240 ` Ex Sanitary . Sewer MH Rim: 238.8$ IE: 8" PVC NE 233.4 SAWCUT & BEGIN NEW ROAD SECTION END CURB, GUTTER & SIDEWALK 1 +02 (PROP LINE) ( EN FEET ) 1 inch = 30 ft. DRYCO Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253 - 826 -0300 Fax 253 - 826 -9703 1 1 GRAPHIC SCALE 1 73' 12" HOPE "DRISCO- PIPE" OUTFALL PIPE GABION BASKET ENERGY DISSIPATOR OUTLET STRUCTURE DRAINAGE DETENTION VAULT WETVAULT 60' LONG x 18.5' WIDE (INSIDE) TOP ELEV: 240.0 DESIGN WATER LEVEL: ELEV: 238.4' TOP WETPOND: ELEV: 231.4 BOT WETPOND: ELEV: 226.0 WETPOND VOLUME: 5994 CF DETENTION VOLUME: 7770 CF NOTE: TRACT B SHALL .BE DESIGNATED AS A PUBLIC DRAINAGE EASEMENT OVER THE ENTIRE TRACT. O ctv/ STA 1+05 14' LT CB #2 (TYPE 1) RIM: 239.5 IE: 236.8 CB "A" (TYPE 2 -48 ") W /SOLID, LOCKING LID RIM: 239.0 IE: 231.0 (N,S & W) IE: - 233.0 (E) 6' LONG SIDEWALK TRANSITION RAMP (SEE DET. SHT. 2) EDGE OF NEW ASPHALT 12" CPEP INSTALL DOUBLE 3 BARRICADE (SET,. SHT. 2) EXIST. THRIE BEAM BARRICADE N,T L. SURVEY MONUMENT S. 160 ST IT to LEGAk DESCRIPTION. BEGINNING AT THE NVJ: CORNER OF THE SW QUARTER OF SECTION 26, TOWNSHIP 23 N., RANGE. 4 E., W.M. AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION, SOUTH 0' 48' 39" E, 1172.16 FT., THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID :SUBDIVISION, SOUTH 89' 21' 1" EAST 396.0 FT. TO THE TRUE POINT OF BEGINNING. THENCE CONTINUING SOUTH 89' 21' 1" EAST 436.00 FT; THENCE SOUTH 0' 48' 39" EAST, 468.35 FT. TO THE SOUTH BOUNDARY OF THE NORTH ) OF THE NORTH 2 OF THE SW QUARTER OF SAID SW QUARTER; THENCE ALONG THE SAID SOUTH BOUNDARY N 89' 08' 06" W, 436.05 FT.; THENCE N 00' 48' 39" W, 466.66 FT. TO THE TRUE PT. OF BEGINNING; BEING KNOWN AS TRACT 23, SUNRISE VIEW, ACCORDING TO THE UNRECORDED PLAT THEREOF. SITE DATA AREA: 3.13 ACRES or 136,318 SF PARCEL NO. 812520 0232 SINGLE FAMILY RESIDENTIAL PROPSED DENSITY: 2.88 UNITS /ACRE ZONING: LDR PROPOSED USE: 9 LOT SHORT PLAT MIN. LOT SIZE . :6500 SF SMALLEST LOT: 6500 SF SEWER: VAL VUE SEWER DISTRICT WATER: HI GHL I NE WATER DISTRICT SITE ADDRESS: 17083 53rd AVE. S. LOCATIONS SHOWN FOR EXISTING UTILTIES ARE APPROXIMATE. PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1- 800- 424 -5555) FOR UTILITY LOCATIONS. CONTACTS: 1. PROJECT MANAGER: 2. DESIGN ENGINEER: JAEGER ENGINEERING, 253 -- 850 -0934 3. OWNER: H.S. DEVELOPMENT, 206 -261 -7657 4. GEOTECHNICAL ENGINEER: BERGQUIST ENGINEERING, 253 -941 -9399 GEOTECHNICAL NOTE: I, , THE ARCHITECT /STRUCTURAL ENGINEER, REVIEWED THE GEOTECHNICAL REPORT, TITLED "PROPOSED PIEPER SHORT SUBDIVISION, PREPARED BY BERGQUIST ENGINEERING SERVICES AND DATED JULY 29, 2004 & ADDENDUM MARCH 15, 2005. I UNDERSTAND THE REPORT'S RECOMMENDATIONS. I EXPLAINED TO THE OWNER THE RISKS DUE TO SLIDES AND I INCORPORATED THE RECOMMENDATIONS INTO THE DESIGN. ESTABLISHED MEASURES TO REDUCE POTENTIAL RISK OF INJURY OR DAMAGE THAT MIGHT BE CAUSED BY AN EARTH MOVEMENT PREDICTED IN THE REPORT. RECEIVED SIGNATURE APR 092007 IN (-0 # 6wL2 S. 166 ST DATE U) VICINITY MAP INTERSTAT 405 SOUTH CENTER MALL TUK1�W M I r 1 1 A #' ILA 1l CO 0 u) 4 2. REV. PER CITY REVIEW 8 -3 -05 3. REY, 8" DI PIPE 2-5-07 4. REV. PER FIELD COND. 3-22-07 uJ 0 OF iStOMi4O ;�� 1. REV. PER CITY REVIEW 7-15-05 REVISIONS: SHEET 1 z Cl- 1 -L] o � Z Cr) � � ELI . c ND o DATE: 5/12/05 SCALE: 1" --- 30' DESIGN BY: JJJ DRWN. BY: JJJ 5 z Q •71 • • ....621SMEN41.11.•1•1.14ur•w • ,.....lasamm11•41•7111181914•••••••••••.• 4 • - • • , •••••••••••••••••••••••,-•,, • ••••••61•Slr., • • — ••••.••••■•••••via.Miesapc.....,,••••••••••• • r • • ••••••.. •■••••••.4, - — • • - . _ _ „ _ . • MEPZ•nanwauer 7■•• ram•c• - r• xl• . N4.0•Apsmemea*ameiskt;EMESSWII*64*•4•Xid*t ■••,0•,- •.•••••.•••.- .,•senowleossumm.••••••••0•Asusicam,•"•••••- '•••••••• maistkupi..E.....•smos.awamm,.••••••••• ..•••••■•.••••••• -a•••,••••••••• - • • • . .6•14....Q.. or •••;••' • .;• .....syszw...aa.11•11:66 • rms,- • ••7.••••••••••••••• • • .m.......=,.....494...2••■•••••••••• •••••••••••••••••••••••••••or„..a. - •••••••• .-- — • -- - • • ••••••••••••mlaimemm 4.1,44.44,7,....OV•CP4•4••••••••19L....6.. ca■see•••••■■••••••.4 -.,,,,,,•,.•,•pm,rem•rr.;.,,,aserprAfflg • .-t- -t--.--- ; . „. InetSSMIRVErAskrg.r. • . . - • • = -11 • .rartemesslidamk.,- _ . • me is•1•49;01411SIMMES•MISX.S•glanillA7 - • • - - • y - • - - • - • • - • - • • • • - • - . I \ Doe/L-i/5/ • 1111 111 I 111 .-yeazugga....astirammtwasemagateRnap.wicanwsimnimrsx.qu 0, 4 ,,41aidancesn,ley,••••■■••• ./ ' -t twitaMtvRiV. RECE WED NOV -82007 PERMIT CENTEF sr .1:a7325 ..p.pwratinf Sala. •••:••MAN • *en 1 71 4 • • •,. - • 4 . • - - IF 7 4x IP' • aitirAMMEMIMMIIMINIMPAMM 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.) 1 • - • '7 7 , • I .4 c 6.0k6. k-n TJ \1d 1-4C • 1-"I/C3e2) I L<R e--7 • • I J A • o-r 1 1 I SC, ;24'4' *// 2E I S, -2 7 \./t\,," g542 -- -c- 7 V 1 P,_-(1g i II ) \/.-1■ J-d4/Tcsvv.k-v, -1 . . § 1<k[0.1 I 4- 4,7) „ ' %Lir • A •"; •- • _ - ' • • • •• • . • , a • _ a • - - , 1 (2 [I 1 1 c_2 • • • a • • • 4. . . • • • • ' • L) T CC, 1 441 JAIA-e4r244, -4-li Nen \/..4:1-C? "E 4U-! .. • - rc<1 IA/ ,1■1(5L)r<OC •.17 --se " •. • C ••r .• • • ••• •-• • • . .; RECEIVED • .. NOV -62001 PERMIT CENTER • r' • • ' • M - • • I • • 0• • " r. 1 •7 _`.._ .1 -t • • • • • R • - r t • . 4 rd, .r. +.a a R. rr I •t- A--e767,-- .111 (._.621.f tit I a, :x 1• • • t . • ~• • r 4 • y +� • �i : :ter _ , r .r w- ::•••4 y�`j• -7..0: ;` r , - . :.- w - • . • • - { • • RECEWED Nov : --8_2007 • PERMITOENTEh • 4 • . • 1 • - r • , 1 ..t , 4 ' • id: ; + ;•: 1'64;4 ‘; . • • • *.• 7.; • 4. +AA- rON r"s14' • k,c. 4611-1 • 1 •MMI L AMM•1 0 ‘1•11. 0 .41 1 11•••33•}1••3•4•11•11,1144.14,1•11,11 - ...R. 10.71.1•,.0.13•1...n• r „, , 1,44magalrvil 'MUNN It• • .... • .0•4 * pogNANTAN00 L. wreta--wyiivsr.§6 tintrvtt . a ••••• • V .4•141 .• .. 1 . . . r , t ..., - .,„■, . • ,, „i i I. • •'• , • ' • 4 i • . ' ' I . . ' ... • - '' . : ': ..••• . • 1 • • • . • • c • •4 • • • .• • •;••• • r • , 2.5 . 5,r.)076? i <-212 0 -/25 o=re.J. I ••• - • • ••- . ••• . • • - d . • •=. L : te2 • , . . 1,—:6sA LI P (•,c7 — I 67 • I Ne 1 • • • • • • r , . • ar . - -7 •,? • • ' . • I - • . •*• —C) • . r I ,• :6'07 -*I • • __ 1 -1' I (29 I I * • .". at ' • • • • • . •-•" • u • • -• • • .• C ' • . • —• 1 .* e• ••• • . , • . • ••• 4 • -F F L--r- -r1m154z, -.e.PNIQe J71. . 7 • k2-i, • '•• • ' - •••-• 4 • 4 • e• • - . 4 •;', - • • ••• • Al T2-, 1 , 1 E' 7 • . :—C A • \ r • • • ' - • ' • . • • r" • • . ' • • *. • - - • - , RECEIVED * NOV 8 2007 PERMIT CENTER . • ••• . • • • •• a • 1. • • I. . 11.a7Z r' I • • '11. f: I 1 • I •a - .t +WI 6 ..1.11,1411.4.01.41.1 1.41.1.07,[1.110 '04 Y.r.ie . 1 ,La to .m.avarrommonr...kart.M.0.0 , ,Imang re .Y kl•••,; Ln.r ''4 4 .64,Vi-LAMM ••••■•;.;rra";"4""r4a=r, • teb I irkwoows..r.tomousmoun•annrumniurtnimanwm.....uvoorottomnrorrnmvamowayma.p. Wel...M1 sm.-wow. .i.nunn. 1.3.3,41 miorcsomoy, wer,$ 1.onlanion,e14,..0 •Ii1.11.4.."14.■11.MTIL • of '•1 Q e_k2II ` i V I L RECEIVED NOV . -8 2007 PERMIT CENTER DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER " SPACING OF FASTENERS Joist to sill or girder, toenail 3 -8d (2 1/2 "X0.113 ") Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16 " -1/2" 1"X6 subfloor or less to each joist, face nail 2 -8d (2 1/2 "X0.113 ") 2 staples, 1 3/4" 12 19/32 " -1" 8d common nail(2 1/2 "x0.131 ") 2" subfloor to joist or girder, blind and face nail 2 -1616(3 1/2 "X0.135 ") 1 1/8 1/4" / 10d common(3 "X0.148" nail or 8d(2 1/2 "X0.131 ")deformed nail Sole plate to joist or blocking, face nail 1616 (3 1/2"x0.135 ") 16" o.c. Top plate /Sole plate to stud, end nail ,2 -16d(3 1/2"x0.135 ") .3 6 Stud to sole plate, toe nail 3-816(2 1/2"X0.113")or 2 -1616(3 1/2 "x0.135 ") 3 6 Double studs, face nail 10d (3°X0.128 ") 24" o.c. Double top plates, face nail 10d (3"x0.128") 24" o.c. Sole plate to joist or blocking, at braced wall panels 3 -16d(3 1/2"x0.135 ") 16" o.c. Double top plates. minimum 24 -inch offset of end joints, face nail in lapped area 8 -16d(3 1/2 "xo.13b ") 6 12 7/8 " -1" Blocking between joists or rafters to top plate, toe nail 3-8d(2 1/2"x0.113") 12 1 1/8 " -1 1/4" Rim joist to top plate, toe nail 8d (2 1/2 "X0.113") 6" o.c. Top plates, laps at corner and intersections, face nail 2- 10d(3"X0.125") Built up header, two pieces with 1/2" spacer 16d (3 1/2 "x0.135 ") 16" o.c. along each edge Continued header. two pieces 16d (3 1/27x0.135 ") 16" o.c. along . each edge Ceiling joists to plate, toe nail 3-8d (2 1/2 "Xo.113 ") Continuous header to stud, toe nail 4-8d (2 1/2 "X0.113") Ceiling joist, laps over partitions, face nail 3 -10d (3 "x0.128 1 Ceiling joists to parallel rafters, face nail 3 -10d (3"x0.128") Rafter to plate, toenail 2 -16d(3 1/2"X0.135") 1" brace to each stud and plate, face nail 2- 8d(21/2"xo.113") 2 staples 1 3/4" 1" x 6" sheathing to each bearing, face nail 2-8d(2 1/2 2 staples 1 3/4" 1" x 8" sheathing to each bearing, face nail 2-8d(2 1/2"X0.113') 3 staples 1 3/4" Wider than 1" x 8" sheathing to each bearing, face nail 3 -8d(2 1/2 "x0.113 ") 4 staples 1 3/4" Built -up corner studs 1Od(3"xo.12s") 24" o.c. Built -up girders and beams, 2 -inch lumber layers 10d(3 "x0.128 ") Nail each layer as follows; 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2 -16d(3 1/2 "X0.135") At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4 -16d(3 1/2 "X0.135 ") 3-16d(3 1/2"x0.135") - ---- -- Rafter ties to rafters, face nail 3 -8d(2 1/2 "X0.113 ") Collar tie to rafter, face nail, or 1 1 /4 "x20 gage ridge strap 3 -10d (3'x0.128') DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER 4 - SPACING OF FASTENERS Edges (inches)' Intermediate supports`" (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16 " -1/2" 6d common(2 "x0.113 ") nail(subfloor wall) 8d common(2 1/2%0.1.31") nail (roof)' 6 12 19/32 " -1" 8d common nail(2 1/2 "x0.131 ") 6 12 1 1/8 1/4" / 10d common(3 "X0.148" nail or 8d(2 1/2 "X0.131 ")deformed nail 6 12 Other wall sheathing' 1/2" structural cellulosic fiberboard sheathing 1 1/2" galvanized roofin nail 8d common(2 1/2 "Xp.131 ") nail; staple 16ga., 1 1/2 long .3 6 25/32" structural cellulosic fiberboard sheathing 1 3/4" galvanized roofing nail 8d(2 1/2 "X0.131 ") nail; staple 16ga., 1 3/4 long 3 6 1/2" gypsum sheathing 1 1/2" galvanized roofing nail 6d common(2 X0.31 ° )nail; staple galvanized, 1 1/2" long: 1 1/4" screws, Type W or S 4 8 5/8" gypsum sheathing 1 3/4" galvanized roofing nail/ 8d common(2 1/2"X0.131") nail; staple , galvanized, 1 /8" long: 1 5/8 5 screws, Type W or S ' 4 8 Wood structural panels. combination subfloor underlayment to framing 3/4" and less 6d deformed(2 "X0.120 ")nail or 8d common(2 1/2"X0.131") 6 12 7/8 " -1" 8d common(2 1 2 "X0.131 ")nail or 8d deformed (2 1/2 "X0.120 ") 6 12 1 1/8 " -1 1/4" 10d common 3 "X0.148 ")nail or Sd deformed(2 1/2 "X0.120 ")nail 6 12 • • • FASTENER SCHEDULE FOR STRUCTURAL MEMBERS For 51:1 inch = 25.4 mm, 1 foot = 304.8 mm. 1 mile per hour = 1.609 km /h a. Shear wall bottom plate nailing and all naiing at pressure treated members shall be hot dipped zinc coated galvenized steel or stainless steel nails. b. 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 yeild strength 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. ; c. Staples are 16 gage wire and hove a minimum 7/16 inch on diameter crown width. d. Nails shall be spaced at not mare than 6 inches on center at all supports where spans are 48 inches or greater. e. Four- foot -by-8 -foot or 4-foot-by-9-foot panels shall be applied vertically. f. Spacing of fasteners not included in this table shall be based on Table R602.3(2). g. 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. h. For regions having basic wind speed of 100 mph or less, nails for attaching 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 endwall framing. i. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208 j. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. a • MECHANICAL: SOLID FUEL BURNING APPLIANCES Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory -built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shall comply with 2006 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 70'F at a point 3' above the floor in all habitable rooms A. Fuel burning equipment located within the building envelope (constructed under the W.S.E.C.) shall obtain combustion air from outdoors. NOTE: BUILDING ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2006 IRC C. Ductwork, location and source of combustion air, refer To 2006 IRC All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm-air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm-air furnace shall be installed in a closet or alcove less than 12" wider than the furnace or furnaces installed with a minimum clear working space less than 3" along the sides, back and top of the furnace. Liquefied petroleum, gas- burning appliances shall not be installed in a pit, basement, or similar location where heavier-than-air gas might collect. Appliances so fueled shall not be installed in an above -grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by the Building Official. Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18" above the floor level. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 occupancy) from a garage (Group U, Division 1 occupancy)provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch (No, 26 Galvanized sheet gauge) and have no openings into the garage. Warm -air furnace installations in attics or crawl spaces shall comply with 2006 IRC Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting system. Every factory built chimney, Type L vent, Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacture's inst- ructions Vent connections shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles.. DUCTWORK: A. Duct systems shall be of metal or factory -made air ducts complying with 2006 IRC B. Joints and seams shall be substantially airtight, (rectangular ducts) (flat, Oval, and round ducts). C. Installation of ducts shall comply with 2006 IRC D. Duct insulation shall be installed in accordance with 2006 WSEC. ENERGY NOTES: ENERGY NOTES PER 24/06 WAS1IN&TON STATE ENERGY CODE: PROVIDE A MINIMUM ADDED INSULATION LEVEL OF: R - 38 131 CEILING R ® ALL WALLS EXPOSED TO UNHEATED SPACES R -3O B FLOORS OVER INIEATEP SPACES RHO tgl SLAP PERIiv1EVER, INSTAL_ FP HORIZONTALLY 2-4" UNDER SLAP, WHEN CONCRETE FORS ARE YVITHIN I2" Or GRADE. ALL OPENINee AND ,JOINTS IN EXTERIOR WALLS SHALL PE SEALED, CAUIKEP OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. AN APPROVED VAPOR JARRIER SHALL DE PROPERLY INSTALLED IN ROOF, IN ENCLOSES RAFTER SPACES, FORMED WHERE CEL!NSS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED .6 MIL p!LAGK VIII GROIN? COVER, LAPPED I-O" AT JOINTS AND EMENDED LP TO rUU 1PATION WALL (REQUIRED AT ALL CRAWL SPACES). F=IREFLAXES s VV-L PE PROVIDED WITH: A TIGHTLY FETTINS ELLE DAMPERS. READLY ACCESSIeL.E MANUAL OR AUTO CONTROLS. SHOWERS SIIAL.L HAVE A FLOW CONTRA._ DEVICE TO LIMIT FLOW TO A MAX. OF 25 6PM PER MOWER HEAD. WATER HEATERS ARE REQUIRED TO PE LAPELEP AS C.-CMFLYINS W/ NAECA 1587 Fl Fr,TRIC WATER HEATERS LOCATED IN UNHEATED PACES SUCH AS 6Afa.AGES TO 15E INSTALLED ON AN ING2vIPRESSIPLE INS.LATION @ MIN. OF la" ABOVE FLOOR 6AS OR H Pr.. (R -IO MIN.). • - • GENERAL: PLOrs, i'LIJ' R, _ ELEMENTS & SWITGF CF THE rLRNAGi=, AND wi SHOULD PE A MINIMUM OF 1H3" A/E THE SARAGE FLOOR. THE 51 ALSO PE PROTECTED ASAINST ANY VEHICI LAR COLLISION. 2. EXIT DOORS SHALL. f3E GTERAPLE FROM The INSIDE WiTH A NIEkfr LATCH, LEA_ c .T, OR SEC.tRITY CHAIN MOUNTED AT A /Fleur 2 IFS" MAXIMUM A'OVE FINf� tED rLOOR 3. ALL WOOD IN CONTACT WTTN CONCRETE OR MASONRY 51 !:E P1.2E_ RE TREAT' wOOP A'P BRANDED 6Y AN APPROVED ASENGY. 4 - LIVING ROOM CLING IS 24" APOVE HALLWAY WHICH Ltd TO SLEEPING ROOMS, A SMGLCE DETECTOR WILL PE INSTALLED AT THE HISHEST POINT. 5. RECESEP Lief FD(rLRE S - lOLI. P PE IC-. RATED AND ENO4.6%R.E LItED WITH A Yz" e.WP. TAPE AND FINISH. 6. ALL DUCTS, PL ENLMS, AND ENCLO- SURES THROU511 OR A1 1.11- MATED SPACES, (INCLUDING THOSE FROM SARASE INSTALLATIONS), Gt1GLl.D PE THERMALLY INSULATED ITT THOSE INSTAUEP I:ETiNEEN WALLS OR IN A S PACE NOT EXPOS P TO OUTSIDE AIR. 7. DRYER MOISTURE Da 11X1 SHALL COIVFLY w / MI5o2 IRC S. MASONRY FIR_ P LAAc,ES SHOULD PE PROVVEP WiTH A TIGHTLY FITTING FLLJE PAMPER ANP A READILY AGCESSIPLE MANUAL CONTRA_ AN OUTSIDE SOURCE OF covim SrION AIR SI i3E PROVIDED WITH A Pik 1 CF 4 SQ. INCHES MINIMUM AREA AND READ- ILY OPERAPL E PAMPER 9. WATER HEATERS LOCATED IN THE SARASE OF L N - EA1PD FL O'CR ARE TO 6E INSTALLED ON INGOfrPRE GSIPLE INSULATION_ lo. mar AND COLD WATER HEATER PIPES iN THE GARAGE St-tO,LD �E INSULATED WM MINIMUM R -3 WELL_ WiTH A FLAME SPRE P OF 2S OR LESS. II- THE SHOWER SURROUNDS ARE To pE SMOOrH, HARD AND NON - APSOREhENT .2FAGE NOT LESS THAW 72." ANNE 71 FLOOR 12. GYPS! M WALL BOARD PAEANS USEP FOR TUP OF SHOWER ENCLO- SURES SHOULD PE OF A MATER RESISTANT MAMMAL PO NOT INSTALL OVER VAPOR FARMER ON WALLS OR ON THE GELINS. 13- AIR P1XTS PASSING THROIJSH &ABASE WALLS, FLOOR OR CELINC ARE TO 15E NO. 24 SALVANIZEP STEEL. WITH NO OPENING INTO THE GARAGE, 14. LANDINGS OUr5P1= TO PEE NO MORE THAN I I/2" eEL.W/W TIE 15. GLWRPRAL COMPONENTS S!1AL.L e CAGED SUCH THAT AT ANY GIVEN POINT A 4" PIA SPHERE MAY NOT PASS T11P•Ct16H UP TO LYE l or 16. STAIR HANDRALS AND HAND GRIPS ARE TO I I Y " TO 2" CROSS SECTIONALS AND RETURN TO WALL (66N1FU'LJais) 17. PROVIDE W 6w13 ON WALLS & LN; R STAIR ,R.FACE. IS. WATER HEATER SHALL e SEISMICALLY SrRAPFIEP AT A POINT WITHIN TILE LPPER j4RD AND LOWER OF ITS VERTICAL DIMENSION_ TILE LOWER STRAY' Swa. Nor LESS THAN 4 INCHES APOVE Tl CONTROLS. 19- WINDOW MAN FACTiJRER TO PRO VIDE PORT HOLES IN EACH WINDOW IN EACH UAI'lTADLE ROOM. 20. WATER IlEAIER PREES L RE RELIEF VALVE TO GRAIN 15Y GRAVITY TO D(TEP R 21. ALL SAFETY SLAZIN& 51 PE PERMANENTLY LAPELEP PESISNATIN6 ME TYPE AND THICKNESS OF GLASS AND Tl SAiETY 61AZINS STANDARD WITH IIVHIGI R COMPl_IEa. ROOF: I. ATT16 VENTLATWN AS PER 2.006 iRC, XE VENTILATION CALCULATIONS PROVIDED. I. VENT OFENINSS 5111__ I GaVEREP WITH CORROSION RESISTANT WIRE MESH MUM 6FENINISS OF Y4 sq. INC.h DIMENSION_ 3. ROOF VAIEYS TO HAVE 28 SOUSE SALVANIZEP RASHINS. 4. WOOD 51 1AKE TO PE INSTALLED PER 2.006 H. 5. ASPHALT SI1INEt (COMP) TO E INSTALLED FER 2006 IRC. 1-21(3d' ATTIC ACCESS TO fE PROVIDED FOR EACH SEPARATE ATTIC- AREA WITH NO LESS THAN 316' FOR I EADROOM. ATTIC AGGESS PR TO HAVE R -30 INSULATION MINIMUM AND 'MATTER STRIPPER HARDWARE TO PROVIDE TIe11T ckost.RE. 7. TRUSS TO FE PESISNEP AND STAIVFE? eY A WASHINGTON STATE STRJGTURAL ENSINEER CALCULATIONS ARE TO PE EL'- Mu I i ty FOR COPE 6ONFLIANGE PRIOR TO FAf RIC-ATION OR PER- MIT ISalANCE S. APPROVE? i1ANSERS TO PE USED' AT ALL GaNCTiONG GF RAFTERS, JACK OR HIP TRVSSE5 TO THE MAN SfIRDER TRL) 7 RUSE MANLrAGTU ER TO PRO- VIDE TYPE 9- NON>EARINE6 WALLA e-tai HELD POWN FROM THE TRUE TO POTraf i GIRD WITH AN APPR- OVED FASTENER TO IN-PRE TRIOS POTTOtvI CHORD WILL NOT PEAR ON NONIEARINS WALL lo. ROOF TO 1 ANOHCREP TO RE- SIST NET WIND LPLIFr LOADS. USE 51MPSON '111" ANCHORS. II. TRUSSES WILL NOT PE FEaD ALT - ERED WITHOUT PRIOR 13UILDINS DEPARTMENT APPROVAL OF a- INF.ERINC CAL.GIJLATIONS. 12. TR!- S GHALL HAVE PETALS ANP PRAWN SS ON SITE FOR GASP INSPECTION. 13. PRDViDE SCREENED GiOGKIN6 OVER SUPPORTS. 14. SIIAI17E2 AREAS = FRAIviE OVER WITH 2X6 RAFTERS Q 24" OL. UNO. SPANS EXGEEPINS W -3" FRAME OVER W /2X8 di 24" OG. OR TRIG MANI)F. TO PROVIDE VALLEY TR 5 E6. FOUNDATION: I. SALVANIZEP METAL FLA - 1INCa TO 13E INSTALLED F ErWEEN CONCRETE SLAP, AND WOOp MATERIAL AT MEMOIR PORCHES AND L M7 NSS TO RIM JOIST. 2 - CONCRETE PIER MG a1OILD PROJECT AT LEAST S" AP6VE 6RCIJND UNLESS PRESSIFE TREATED MATERIALS ARE US SECTIONS: I. ALL EXPO INSULATION MATER ALS INGLLvINe FACING G1Z11 AS VAPOR j3ARRIERS OR WEAT1 R P PAPER Si HAVE FLAvfF SPREAD /SMOKE GEVB._OPEP RATING SHOWN ON 16 /450 OR L EOS. .i • a • ■ z GLG. LINE HAN1PRAL OR RAILING 11ANPRA I LS STAIR SECTION I- HANDRAILS shall) NOT PROECT MGRS THAN 4 I/2" INTO THE REQUIRED STAIR WIDTH & 51 OLLP HAVE A SPADE GF NOT LEGG THAN I I/2-" 15ETWEEN THE WALL & THE HAWRAIL 2.. THE HANP&RIP PORTION OF HANNDRRAILG SHOUT NOT DE LESS THAN I I /4" OR MORE T1 2" IN CROSS SECTIONAL DIMENSION. 3 - HANDRAILS SHOULD HAVE TRIER EN1D5 RETURN1 D OR SHOULD TERMINATE IN NEWEL. POSTS OR SAFETY TERMINALS. DIRE F2LO 2SINS I. PROVIDE FIRE _✓LOCKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & #501172\4 or THE RUN & DETWEEN Silas ALONE & IN LINE WITH THE RUN OF THE STAIRS r Ti1E WALL UNDER THE STAIRS IS UNFINISHED. '- Arno NSI.t ATIGN R (T1 N` .L. W/ ErVIV. R --VALLE TOpE DEEP N A1TIG5 w1 CLEARANCE NOV AVAL FOR GATT.) I /2" EN O+ (MP.) .) MIN_ 23/32" 1 LN - PERL.A MO. - SLL.E & NALN& (IGD @ 6' O&.EDt & pL OCKIN6, Id' OG. FELD - TYP.) IP. 32/6 R -30 15A1T INS. W/ V45. FLOOR J915T PER RAN TYP. WALL SECTION NOTE: OPENINGS PETIA N PE LESS THAN 4'. OPENINGS FGK1v1FD TREAD & eorr- � - -- SUARPRAL Q AIR THAN 6". NOS SHALL TRIANGULAR THE RISER, CF A - v J_ PE LEA ATTIC VENT LAT I /i50 OR I /30O OF V'AC.♦= - - FLANS FOR ROOFING CONS FRAMINS PLAN & ELEVATiON W/ MN. 7/16" APA RAND sreAm!N& ENO w/ 8-0" PANEL LEN 111 FLAG ' PERP. TO ['REGION CF FRAMs ANP ALTi°F•NATE PANEL ENP JOINTS PY WV PANES_ LETJ6T1 NALEP Sd 6"0.G. PiEIRivETER & ALL SUPPORTED PANEL EAeES 12 "OG. ® l®.D TYPICAL 1149 W /ISef FELT ANNE - TYPICAL 1110. FOAM AIR GATT (' sPAGE TO UMW) MN. Ix Al OVE INSULATION. SM' ;N HI hLRRIGN TiES O 2'-0' OG. 2x CiRD PLOGKS W/ TGE NWL W/ (2) I16d EA DP TO TA/SS OR RAFi - ER TYP. & PROVIDE CONT. RON Cr ROOF SI NALN6 b "0.6. lx8 P . CEDAR FASCIA W/ cLNT- MTL Eft ER PM. TOP PLACE Fl- - PER PLAN WINp0W - PER FLAN ET. WARM WALLS - 2x STIPS OVER R -2I GATT NSUL W/ VAPOR rARRER W/ MN 7/{6' IPA RAMP SI ATHNS ( EE PLAN FOR NAI INS & SPINE") INSTALL 131JLDNe PAPER GR r ELT EET EEN SPINE/ & WALL EA1l1IN6 TYPICAL ALL E3(TTRIOUR WALLS. 2.x 1301 ELATE 2.x RIM ,YJISr P.r. 2x 51.L PLATE 5th I /$I FOR r'PIGAL FOI.WATION NOTES FLOOR LINE FLOOR JOIST DpL JOIST LEDGER A NOSINS NOV LESS THAN %' INCH (19rrrn) tiff Nor MORE, THAN I Y4" (32►rrn) SHALL PRaVPEP GN STAIRWAY Mill SOUP RISERS_ THE GREATEST NOSING PROJECTION enc. NOr EXGLED THE SMALLEST NOSING PROJEC-TI[.N DY MORE THAN /g' iNUl (9.5m) I3ETIMEN TWO STORIES, INGLJDINS Ti WSW/ AT The LEVEL L OF FLOORS ANC- LANDINGS. LING C-r NOSING HALL NOT EXCEED IV INCH (li 7mm). NOGNC NOV REQUIRED WHERE TREAD DEPTH I5 II w.4 (279rrm) MINIMUM NOTES: I. ALL EaERIOR WALLS TO re C6NSTRLX,TEP IN AOCOP.PANGE W/ TI MIN. PROVISIONS PER 2006 IpG 1149 ON ll PLANS & 1 SF7 =CIF® FLRTtER ON •FEET 53. 2. INTERIOR WALLS rO ! 2x4 CONSTRUCTION TYPICAL IDCCEPr PLINDINe & 6AA.AEE EI D(x74/ - • RECEWWEP NOV - 8 ZOO PERMIT CENTE. • F, . , • - - . . • • • . SHEAR WALL SCHEDULE . . Shear Wall Designation rAA Nail Spacing . : . %ME MBAR flew-Fir #2 #41 . Edges . . Studs • Fop/Btm. Plate Blocking Rued. . • . P1.6 8d 6" 12" 6" Yes 210 P1-4 8d e 12" e Yes ••: 310 , • P1-3 -8d 3" 12" 3" Yes . • P1-2 • . 8d 2 12. , 2. Yes • ; 525 - - P2-3 ad 3s ir 3. yes • -. soo . • P2-2 84 r ir 3" Yes . • ' 1050 • • r - -a r • . . • ERVEA-,14111?A.CTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM.FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMP SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PL.TES AND CONNECTORS SHALL BE LC.B.O. APPROVED VERIFY FaCIIANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER. AND FURNISH ADDTTIONAL TRUSSES AS REQUIEM SPECIAL CONDITIONS.: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN TnE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER_ THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT' CONNECTIONS AND STIFEN:1MS HAVE BEEN INSTALLED. I'BE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN TEE FLOOR, ROOF AND WALLS WITH ALL TEE APPROPRIATE • DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE MELDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. TEE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. •; STRUCTURAL im DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING. CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS 60 PSF LATERAL WIND --EXPOSURE B; 85 MPH SEISMIC- SITE CLASS `1)" FoENDETIONS: MEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A. MINIMUM OF 1 BELOW ADJACENT EXTERIOR MESHED GRADE. CAST-IN-PLACE CONCRETE: Fe 2,500 PSI ® 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A. MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . ALL REINFORCING STEEL DO'WEIS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IMPOSITION PRIOR. TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. MIN]NEM 2 • BOLTS PER SILL PLATE PIECE ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE MAIL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS.. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR. REINFORCED CONCRETE CONSTRUCTION BY CRSL DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER ADE/40 GRADE REINFORCEMENT FOR #5 AND SMALLER.BAR.S. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH MINIMUM RADIUS OF 6 BAR DIAMETERS (r-r MINIMUM). CORNER BARS (2'.0' BEND) SNAIL BE PROVIDED FOR ALL HORIZONT'AL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS 1 : OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWINGMEIREUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR:WEA'TIEER: #6 THROUGH #18 BARS 45 BAR AND SMALLER CONCRETE NOT EXPOSED TO FARM OR WEATHER: • #14 AND #18 BARS #11 BAR AND SMALLER SLAB-ON-GRADE (FROM TOP SURFACE) S'TRECI'LTRAL TIMBEIE ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN I LUMBER, LATEST EDTITON. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AfrAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER. SHALL BE NOTED BELOW: • • 2X MOOR & ROOF JOIST 4X BEAMS EX BEAMS COLUMNS LUMBER NOT NOTED MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL ALL HANGEP.S SHALL BE FASTENED TO WOOD WITH PROPER NAES. ALL HOLES SHALL BE NAILED. ElACEM BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH Dvaders.virm 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON TEE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WHIZZ. . SCHEDULE. FLOQR SHEATHING: SHEAMIG SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATIN'G 48/24 WITH LONG DEVENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. TEE FLOOR SEEATIENG SHALL BE GLUED TO THE • JOIST AND TEE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROQF SREATWNf SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONGDIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER.AND 10 INCEF,S ON CENTER AT INTERMEDIATE SUPPORTS. WALL SBEA.THIN G: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH ad NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE • SUPPORTS MESS NOTED OTHERWISE ON THE DRAWINGS. GUYED-LAM:MATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS CiRADE COMBINATION 24F-V4 (Fb-E2400 PSI, Fv=225 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.LT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLIELAMS SHALL CONFORM TO ALT.0 STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO TEE • ENGINEER AND BLEEDING DEPARTMENT FOR APPROVAL PRIOR TO . FABRICATION. FLLMEMEIPE: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (F13) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 230. ALL VERTICALLY LAMENA•TED BEAMS AND HEADERS SHALL BE SPUME TOGETHER WITH 16d NAILS AT 6 INCHES-ON CENTER. 13EARING WALL FRAMING: AIL DOOR AND WEEDOW I3EADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS-F1R/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACHEND FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 ErEi WIDE. ALL COLUMNS NOT CALLED OUT ON TBE PLANS SHALL BE (2) STUDS SPIKE LAMINATED COLUMNS TOGETHER. WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDINGPAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2.16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO yam 2.16d NAES. PRE FLOOR JOIST: - JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY TEE BUILDING DEPARTMENT AM UNDER THE SUPERVISION OF AN APPROVED ' THIRD PARTY INSPECEION AGENCY.. EACH JOIST SHALL BE IDENTIFIED BY A •51' STAMP INDICATING THE JOIST TYPE, CABO MR REPORT NUMBER, ;1E4E1 MANUFACTURERS lima, Pura NUMBER. AND THE INDEPENDENT INSPEGITON % AGENCY LOGO AND EVALUATION REPORT NUMBER. 3 INCHES 2 INCHES 1.1/21NCEIES 1-1/2 INCHES 3/4 INCH 1-112 INCHES HEM-EIR #2 Fb = 850 PSI DOUG-FIR/LARCH ii 850 PSI DOUG-FIR/LARCH E. 875 PSI DOUG.FIR/LARCEI#1 Fb 1000 PSI DOUG-ER/LARCH #2-Fb E 850 PSI Shear Wall Notes: 1. PI - 7/16 A.P.A. sated Plywood or Orientated Strand Board (0.&B.) on one side of walli P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Boatd (0.S.B) on each side of wall. 2. For PEE P1-2 &P2-2 shear walls use 3x studs at adjoining panel edges. At rendsills milling shall be staggered per footnote (1) ofIB.C. table 2306.4.1 3. Nails shall be 8d COmMOn. (d =131 inch) 4. Where plywood is installed on both sides ofwall plywoodjoints shall fall on separate studs each side. S. All panel edges backed with 2-Inch nominal or wider framing unless noted otherwis.e. ldstall panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed Elith the sheets naming horizontally. Space nails ® 12 inches on center ® intermediate supports. 6. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 7. Refer to foEndation plan for anchor bolt size, spacing out nuuls111ftn comedians. " PALL figa. gA -••• Afr [S) got, a 40, 4 aye.. .••■••■••• -• : • • 1 if •• Zrj ,a■ a-- t • r • a • . • • ate .7 • • . . .•;• • a:* - • •:• • • LP • _ p_drici:J : 411 Li Fel/Real Vgenz,Al. 5 a' '5Por..1114 e DAIWA. lea. • a••••••■. e? •••••f •a; '_'., r' II • . , ts:10.4 ;n4i-I • I e dog- foLi 1?4 fLAi-1. • • 1 . : 1 , . . • • -• • :. • - 4 • da . 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