The URL can be used to link to this page

Home My WebLink AboutPermit D11-027 - NG RESIDENCE - LOT 2NG RESIDENCE LOT 2 12254 48 AV S Dl 1 -027 City Aukwila 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 Parcel No.: 0179001435 Address: 12254 48 AV S TUKW Suite No: Project Name: NG RESIDENCE - LOT 2 DEVELOPMENT PERMIT Permit Number: D11 -027. Issue Date: 02/10/2011 Permit Expires On: 08/09/2011 Owner: Name: WU YONG CHUN Address: 6614 S 124TH ST , SEATTLE WA 98178 Contact Person: Name: DICK CAUSEY Address: 16518 203 PL NE , WOODINVILLE WA 98077 Contractor: Name: SKYWAY GENERAL CONTRACTORS INC Address: 6622 S 124 ST , SEATTLE WA 98178 Contractor License No: SKYWAGC92ORP Phone: 206 - 947 -9494 Phone: 206 - 772 -1886 Expiration Date: 12/17/2012 DESCRIPTION OF WORK: REISSUE OF EXPIRED PERMIT D08 -472 CONSTRUCTION OF 2677 SF SFR WITH 570 SF ATTACHED GARAGE Value of Construction: Type of Fire Protection: Type of Construction: $321,490.48 V -B Fees Collected: $1,656.20 International Building Code Edition: 2009 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D11 -027 Printed: 02 -10 -2011 Permit Center Authorized Signature: • Date: 2---10- G( I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: •V%d)f/ Print Name: exit «ar7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: 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 doc: IBC -7/10 D11 -027 Printed: 02 -10 -2011 the source of ignition is not less than 18 inc ove the floor surface on which the equipm��r 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 22: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 23: Maximum grade for all projects is 15 %. 24: 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) 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 28: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 29: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 30: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 31: 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. 32: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 33: Any material spilled onto any street shall be cleaned up immediately. 34: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 35: 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. 36: Owner /applicant shall sign a Hold Harmless Agreement for work witnin the City- right -of -way. doc: IBC -7/10 D11-027 Printed: 02 -10 -2011 37: A bond in the amount of 150% x cost of s within the Public right -of -way, made out tod/City of Tuwkila for possible property damages caused by activities. 38: ULLETIN A6 APPLIES TO THIS PERMIT. PRIOR TO ASPHALT OPEN CUT OF CITY STREET RIGHT OF WAY CONTACT PUBLIC WORKS PROJECT INSPECTOR FOR PRE - CONSTRUCTION MEETING. IN ADDITION, BULLETIN A3, PAVEMENT MITIGATION FEES, APPLIES. 39: SUBMIT CONVEYANCE OF PUBLIC IMPROVEMENT (WATER METER BILL OF SALE) FOR THE INSTALL OF WATER SERVICE AND METER FROM WATER MAIN TO METER BOX, PRIOR TO PUBLIC WORKS FINAL. 40: Owner shall sign w/Notary a Sanitary Sewer Agreement - Joint Side Sewer & Hold Harmless Agreement, prior to Public Works final. doc: IBC -7/10 D11 -027 Printed: 02 -10 -2011 CITY OF TUK Community DevelEffnent Department Public Works Department Permit Center ' • s ; 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Pel*No. 1'0„)- Mechanical Permit No. t t Plumbing/Gas Permit No', C 11-.0 Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE-LOCATION Site Address: / 2 2 5 4 1g,41 S King Co Assessor's Tax No.:b/910C, i1OS Suite Number: Floor: New Tenant: ❑ Yes .. No Tenant Name: L04 Property Owners Name: RYIScbitiA. , A/6 Mailing Address: /4' &iC 373 City 4/14 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: DICK LOSS j' Mailing Address: /G 6/el 2 g fit Ake E -Mail Address: d,4 J$R e C 0,41 Day Telephone: 2ce, 594" ?49 _ 14-lactwe/zz 4).1 City State Zip Fax Number425'7/ 2 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: yii.4 -If At,rI2•O,L 4 igfa- I ary2 .,/A/C Mailing Address: Ac. i ' 675" Ne.vrew City Contact Person: /h4Q0 i4 E -Mail Address: 1444 Ief057- State Zip Day Telephone: /' 204 " 3- /6P Z18 Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: TW{O */rS h 4-M4f 'NP Mailing Address: / gq 2 9- NE A Contact Person:_rf/CW ieAAIMGYVD E -Mail Address: H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh arA O kiA Tefc,5Z City State Zip Day Telephone: / -¢25 -415Z- 224 Fax Number: Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 69A2C) Existing l iilding Valuation: $ Scope of Work (please provide detailed information): jilt/6(C P M /ey to/ A%TACiOn 6.41,46E "OA- PC/1.514rA 10842 -, 011ee a 52-- P6 01244 Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? • ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Ponns- Applications On Line12010 Applications17 -2010 - Permit Application. doc Revised: 7 -2010 bh Page 2 of 6 . Existing Interior Remodel Addition to Existing Structure New Type of Construction per ,_ IBC Type of Occupancy per IBC ] 0 Floor //16/ G7 2 "a Floor /53460 - • 3rd Floor ', - • Floors thru Basement Accessory Structure* Attached Garage e Detached Garage r� %, gS �7 Attached Carport Detached Carport - - Covered Deck . Uncovered Deck . ' PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? • ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Ponns- Applications On Line12010 Applications17 -2010 - Permit Application. doc Revised: 7 -2010 bh Page 2 of 6 MECHANICAL PERMIT INFORM N — 206 - 431 -3670 • MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ /0;‘,61 Scope of Work (please provide detailed information): Use: Residential: New .... El Replacement .... El Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas.... El Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU ( Air Handling Unit CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct l Thermostat Z 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 1 Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent , Hood and Duct 1 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 4 of 6 PLUMBING AND GAS PIPING PERO INFORMATION — 206 -431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ �O ooiD Valuation of Gas Piping work (contractor's bid price): $ 6,660 Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 3 Bidet Clothes washer, domestic ` Dental unit, cuspidor Dishwasher, domestic, with independent drain / Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory J ? Wash fountain Receptor, indirect waste Sinks 2 Urinals Water Closet 3 Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forns- Applications On Line\20I0 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 IDate Application Accepted: PERMIT APPLICATION NOTES — eicable to all permits in this application • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R R AUTHORIZED AGENT: Signature: Date: Print Name: ///4k 44903.4%, Mailing Address: /t ?B 203 Pc 4/t Day Telephone: 004 - 91 -94474- Gve navivIe e A/A- City State Zip Date Application Expires: Staff Initials: HAApplicationsWorms- Applications On Line.2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 w \q�, 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: hto://wwwci.tukwila.wa.us Parcel No.: Address: Suite No: Applicant: 0179001435 12254 48 AV S TUKW NG RESIDENCE - LOT 2 RECEIPT • Permit Number: Status: Applied Date: Issue Date: 1)11-027 ISSUED 02/02/2011 02/10/2011 Receipt No.: R11 -00413 Initials: User ID: Payee: JEM 1165 Payment Amount: $63.00 Payment Date: 03/04/2011 02:02 PM Balance: $0.00 KATHY ALVERADO TRANSACTION LIST: Type Method Descriptio Amount Payment Cash RD Pmts Re -Dist OP Authorization No. ACCOUNT ITEM LIST: Description 63.00 Account Code .00 Current Pmts BUILDING - NONRES BUILDING - RES BUILDING INVESTIGATION STATE BUILDING SURCHARGE 000.322.100 000.322.100 000.322.800 640.237.114 - 1,656.20 1,651.70 63.00 4.50 Total: $63.00 doc: Receiot -06 Printed: 03 -04 -2011 GO of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: httn: //www.ci.tukwila.wa. us SET RECEIPT RECEIPT NO: R11 -00202 Initials: Payment Date: 02/02/2011 User ID: 1655 Total Payment: 3,809.24 Payee: CHARLES CAUSEY SET ID: 020211 SET NAME: NG RESIDENCE SET TRANSACTIONS: Set Member Amount D11 -026 1,656.20 D11 -027 1,656.20 M11 -017 122.42 M11 -018 122.42 PG11 -023 126.00 PG11 -024 126.00 TOTAL: 1,656.20 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 3,809.24 TOTAL: 3,809.24 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES MECHANICAL - RES PLUMBING - RES 000.322.100 000.322.102.00.0 000.322.100 TOTAL: 3,312.40 244.84 252.00 3,809.24 1• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 V' 11 -427 Project: A1C fes. 4AC.� -- Type of nspectio F NA4 _.. isJ ► it SA, Address: / 1- 2-c*1 e.e. Date Called: r Special Instructions: Date Wanted: _ i r- a.m. � Requester: Phone NolO --22-1( O 0 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: •r AA ,T p(e,Re 2i7}/ Insp¢ctor: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Sh CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Pray ct: /V a0:fr c - I.0f a Type of In ection: r . V1i 1" l ` Ad s: ��.// 1 olS 1 /^��.f[X� //1� }) f l3 /• v, S i Date Called: f/ f/ ■ j ri �^/7� z ..r-,. Special Instructions: Date Wanted: 12- ( 2 a"m. (p.mj Requester: Phone tsti 1,1AJ nC 45 C-SS 5J Sl& it,mP ft SC Ft- Pog E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: - i✓;4(6O - 3-41 14-r0.110 ,? q t 05- fal(e( per plans. OK, 40 ball - F.i164cl - firi6..1Po1 - F; no4eel - Fir .JecI - L-ot SodJe4 I Covefe0C C. inaez( - ¶ride4 • Oa 1a igne m1-f- .F-ce doe_. Inspector: r.5 Date: 1117-1,1'2- ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0: ., PERMIT NO. c /�,/ • v{1 CITY .QF'.TUKWILA BUILDING DIVISION r 6300 Southcenter BIVd., #100, Tukwila. WA 98188 (206) 431 -3670 s`. Permit Inspection. Request Line (206) 431 -2451 Project: t N6 S i cam- Type of Inspectio F; N .-4-1 : + Ls . (�.. Address: 1 :j 5 `L :M Special Date Called: 3J : to `"S Instructions: . r Date Wanted::. / — / (''(Z__ p.m. Requester: Phone No: ^ Approved per applicable codes. orrections required prior to approval. COMMENTS: • ()Jeeo PJ'3 (.? mot) l 1<-1 -F--;d/ 4L_- p 0 rte `7--6 3J : to `"S . 4+ Inspector: A F Date:1 _ ti 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tz (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 p0� - a2r7 C Project: t p �� / .s.l ,A 0 Type of Inspection: , ,� ./, Ar t'c- ice. Address: ZDate Called: F;n ivi pi' bMr `Y--3 ,/3 v : t to :16 , Special Instructions: r A-kJ 0 r n, f r frA e.-{3( D W gel 11-k-o-T- Date Wanted: - �Z_ ;a y,. p.m. Requester: U v `r— Al Phone 7 7( 21 s'- 8'8 4 r, EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: r ``;--,�V me.A . ©I4 o of 4 pLote L • isf F:re T -e '� t 1�0. MJ S F;n ivi pi' bMr `Y--3 ,/3 v : t to :16 , r A-kJ 0 r n, f r frA e.-{3( D W gel 11-k-o-T- 1 'A co-Ae A.... cxc.i2, • P S A'i s 'k 6 £r C. `r`- r U v `r— Al A- (.a ,a., s , ' • a i- :' J,1 . C A-/)/V %10/N OCrc .5,�4 k j wd% D/ ' o ff T Lo: ( ,t 6 F, A. ..--- I ector: 'Date: J — 4 ri REINSPECTION FEE REQUIRED i'rior to next inspection. fee must be paid at 6300 Southcenter Bl Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0 2 c� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 06 Q-a.S0 -P.A Type of Ins ection: W � `,ksJtaz,(?n Address: 1225li ` 4e- Auc S. Date Ad: d: f1 Q lc �� Special Instructions: .__ / I Date Wanted: 3 -14-11 p.m. Requester: Phone_No_ / -uti S ZS 1r, Approved per applicable codes. O Corrections required prior to approval. ,� COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •■■••••••• • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 DI1-- 027 Project .,., - Type of Inspection: NIA Kestdenc-e, 355 Address: V Date Called:i i II:15H 14t1 ave. S '31101 0 Special Instructions: Date Wanted: • a. 31 (0i li Requester: `Du n Phone No: gS-15 - G01,0 - 3c75-0 ElApproved per applicable codes. Corrections required prior to approval COMMENTS: - 1111 put, ,fo,f, se,,,,, (.5.fruded per ei-ki 54-A r) da re, 5 . Wk---er 4-4,4- 4ot- 15 tvi;t1 (ongreried 170" drop firill , 111;5 ic A t tiC;tfli- e 11,61-er entheir ElApproved per applicable codes. Corrections required prior to approval COMMENTS: - 1111 put, ,fo,f, se,,,,, (.5.fruded per ei-ki 54-A r) da re, 5 . Wk---er 4-4,4- 4ot- 15 tvi;t1 (ongreried 170" drop firill , 111;5 ic A t tiC;tfli- e 11,61-er entheir 'Inspector: 135 'Date: I 3/k ft! REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid.at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. '..*'Ittga20101.1=Sit • •••••• -f4•.-.- • A. - •• I....Nap/T.* i4 ,INSPECTION RECORD Retain a copy with permit INSPEt ION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tuk'%vila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: - Address: ✓dz z-W 1-16 l S Date Called: Special Instructions:. • Date Wanted: Requester: Phone No: a0G -2aq -6'2,2 5 Approved per applicable codes. ' Corrections required prior to approval: COMMENTS: 2t� Zr4 2P r •� Date: 3 REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be - pa�1d�at6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • r ; "'4r:t• :� ..-...�,...Y,••'W.`w.vr� ■ ..a.�y... �':..• ;g -�..a '�YR'�CCS � t '.v05'4--". • h P• r• INSPECTION RECORD Retain a copy with permit INSPECTION O. • PERMIT NO . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd ; #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: A/6 eV,t' 4 - Type of Inspection: f -224AP AV 6. ` Address: /22.5. 'i -4/0+ 1% S Date Called: • .+6' 4.,Q ( 1✓i Special Instructions: -17"e L 1- y rrt Jd if t o Date Wanted: c-7_ 7° // 6. p.m. Requester: r Phone No: Af r 0 L-) Approved per applicable codes: orrections prior to approval. 3D COMMENTS: l_. 4 W • .+6' 4.,Q ( 1✓i �--. f...a -rr" %Aii -17"e L 1- y rrt Jd if t o uft 77,1e e,. , ' r to Af r 0 L-) w: r J .e./- iti t I . r ," `i -_ 4- rril- 4-1 i' A e /txt,,p e? ZI 4_ Date REINSPECTION FEE REQUIRED. Prior to next inspection.' fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule. rbinspection. 4 ran- - +zap.. •-- 1v^^!wsisry Reran rve...m.wis_:- 4 ‘. • .d*' .-roc-1.7 r. • r,. • i t. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 0//-027 CITY OF TUKWILA BUILDING DIVISION ." 6300 Southcenter Blvd.; #100, Tukvvila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Ala • . Type of Inspection: /-' r$!ht' /A/‘ i►rl '� _ 3 . % — c 141 a •. I II 9 ! it `. Address: /22 Y *' S Date Called: ' Special Instructions: _ Date Wanted: ca --26'—" �% p.m. Requester: Phone No: x.06 - 722 — fOrg Approved per applicable codes. Corrections required prior to approval.a- COMMENTS: • ( ) `, C Df,.Trfik el- 1r. Ili :)S . c A i A I t p A. \/- v e y.1Ad1/4, r•C-T 'no i <e ; d -, i►rl '� _ 3 . % — c 141 a •. I II 9 ! it `. S(, r, I( )e (2: ∎,►'• 1D h 11 ), A P) A • ,i1 / t 1. [ V l i / 9_) t.•! e . r , 4 •,� J: A. Of 7 of in I1 19e '- .' p' I\ c I\ I,ra ^l ' i 1'.( of 'r a V el }(Ai't •eP306 \ e X ,3r flee (. .. X I` teR .5. 4'i a ''r r0 1.'"r 1►�, tie( ., L '.r /1'r- 4 �fi ii,1 • .4 ()i1 e (J -IA' I� 1, f'S f9• 1 ' !P S{,fine.h tAty ,, •fI . • Inspector: )1 \ -kk `,. Date: ?•S-11 • REINSPECTION FEE REQUIRED. Prior toinext inspection. fee must be paid at 6300 Southcenter Blvd:: Suite 100. Call to schedule reinspection.• 1 ti. • S•• e•. it Z.: INSPECTION RECORD Retain a copy with permit INSPECTION N0: PERMIT NO. • . CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Etivd„ #100, Tukwila. WA 98188 r 0_1206) 431 -3670 Permit Inspection Request Line (206) 431-2451 A' / -62 7 Project: A/6. Rsr 5 Type of Inspection: 7 J? „4.9.7 !A/ 4. Address: 4✓ qe3 eta Date Called: Special Instructions: _ -- - ' Date Wanted: Requester: Phone No: Approved per applicable codes. .Gorrectiobs required prior to approval. b 4 iv zP COMMENTS: C0 \A VD)tiLl)S _ 3 N (51-- kA-t C Se,feI s_ -D ._STUB _.c_ "A—_,f A I 04)&S. i 4_ ,O S Sc fC LA) C (;;;) ( . c3A b. Oi kAs + n�u ,) i 1 .ek ;r'1 Meek. j9f Tf /vt A u e l'� 67- r�- J �.+ L. to ,1. ;/‘ X A /u (o F t10) fix-1.-)6.0 i - 71‘.-._S j4 A S ' (-)rr e L.{ 1 hIl !)A 1 ,A ST IASp cC -t.t?, 44. . ".n A (A-11 For A.e - , nsteCfe, . . (-0 I ( Date: 1 � �l ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. , 4, .a.• 9 .1 .W • .alb.'•• _ ="f;te.'wer. • • • e• - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Dil -oz 7 - Project: cry. P.8_5. Type of Inspection: E. . i „ Address: Date Called: Special Instructions: Date Wanted: —I1 /`a._ Requester: Phone No: EiApproved per applicable codes. orrections required. prior to approval. t COMMENTS: IN ill et .-0,t r`" - f 4A(JJ. 0 —rf LP tJ\ . ,P1«0-S ti---,' r-e 'fat r ..)r(oir/ 2 /5ft• — _3 mi SS . 67 ,n if C4 ,J 1( cf -f /, ;,,.. ( of /i.,,,, < .., ,, f -4 Ale A e,.0 P,e l, ► Jn'/ ,il f " s,7.r ii u F f141 £ L. .YY r1 / 4 u 4 1 D ! ..—s. 1 - Ilnspet r: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reigspection. ,w GY `^r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,d // - o 2 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project :. t_4)44 /2cs ic!e- h e -c. Type of Inspection: `; %�F�al Address: j g2 S / Suite #: 1-/8 ,i+ve. s. Contact Person: Special Instructions: C!,.) ,.S,y o /Cc c/ .e' 1 -c 14'..s TAi,-.. -i Phone No:: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Date: o l l 1 01 /#1012 L1L S Gam. V%e en—AC— 1 /:'7W j Hood & Duct: e-) j4vd,.ss is L/Stne— v,. Monitor: C!,.) ,.S,y o /Cc c/ .e' 1 -c 14'..s TAi,-.. -i o.-4.T '. /:-:.s.-z-- illy e.44--e-4.- Gc.? fG L,. _ a/Z Needs Shift Inspection: Sprinklers: Date: o l l 1 01 /#1012 Fire Alarm: Hood & Duct: Monitor: Pre -Fire: /7.- Permits: Occupancy Type: Inspector: ffrIA Ge-'� Date: o l l 1 01 /#1012 Hrs.: �� $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tY p p Billing Address Attn: Company Name: Address: City: Word /Inspection Record Form.Doc State: I Zip: T.F.D. Form F.P. 113 f • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Yong Wu 1061251 Ave S Seattle, WA 98178 RE: Request for Extensions 12258 and 12254 48 Ave S Dear Mr.Wu, This letter is in response to your written request for an extension to Permit Numbers D11-026, D11-027, M11-017, and M11-018. The Building Official has reviewed your letter and considered your request to extend the above referenced permits after their expiration on September 9, 2011. Typically once permits have expired, they are null and void. Due to the extenuating circumstances, the Building Official has determined that the City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through March 8, 2012. Please note that this exception will not be made again. The contact individual on the permits has been updated to your contact information. At least one month in advance you will be sent a letter notifying you that the expiration date is near. At that point you must schedule and have an inspection or request an extension prior to expiration. No requests will be considered after that time. Attached is an accounting of the requested and completed inspections for this project. There were some inspections completed on previously expired permits from 2008. As you can see, there are more than just final inspections to obtain. I am also providing this to our inspectors to facilitate the inspection process. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer shall it Technician File: Permit No. D11 -027, D11 -026, M11 -017, & M11 -018 W:\Permit Center\Extension Letters\Pernits\2011\D1 1 -026 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Permit: D11 -026 '� FxINSPE :3 d +.... Q' -3= t'hY "+��{• =t"^ � _ � � `, tDATE �;rT++•t,.c?.., ry DA- bESTAw,1SUIHO`INSPEy -�2{��,(,"3. ✓',S�Ym1. „... � . n may. A T ' �i,. � - �r... � ;z�x'3' t ��.X -.. ED ..� thi.�:T�a,..'l✓d',^R'si �^r. .ONNAME,k i,'•E'Y�%;.tiC�.�•�4q�C.E� .' � � 6 . ��w ry�Y' ii gyp,. . AS�k�. -4 .....d�`+w�7'�� 0200 Foundation Wall 03/29/10 APPROVED, JD D08 -471 0201 Footing 03/23/10 APPROVED, JD D08 -471 0202 Footing Drains 2000 0301 Concrete Slab Perimeter Insulation 0401 Roof Sheathing 06/01/10 APPROVED, CM D08 -471 0409 Framing 03/08/11 APPROVED, CM 0413 Wall Sheathing /Shear 06/03/11 APPROVED, CM D08 -471 0502 Lath & Gypsum Board 0601 Wall Insulation 03/14/11 APPROVED, CM D11 -026 0602 Floor Insulation 03/14/11 APPROVED, CM D11 -026 0603 Roof /Ceiling Insulation 0606 Glazing 5000 Curb Cut /Access /Sidewalk 5040 Land Altering 5070 Sanitary Side Sewer 03/10/11 PARTIAL APPROVAL, DS D11 -026 5090 Storm Drainage 03/31/10 PARTIAL APPROVAL, DS D08 -471 5100 Street Use 5130 Water Meter — Perm 03/11/11 PARTIAL APPROVAL, DS D11 -026 5200 Erosion Measures — Install 5210 Erosion measures — Final Stab 5230 Paving /Pavement Restoration 1400 Final — Fire Depart. 1600 Final — Public Works Dept. 1700 Final — Building Dept. Mechanical Permit: M11 -017 �� 4: '# .bINSPENAM� Q' -3= t'hY "+��{• =t"^ � _ � � `, tDATE �;rT++•t,.c?.., 7. +�. Sti 1 $ .G'. «; 7.,° : i4 `svj (.k 'i ,1L�' Y �-f .ta L. f: F �fYSTA JS ,�nw .. ^t .. . ex•`Xti Rough -In Plumbing 06/30/10 0701 Rough -In Mechanical 9002 03/08/11 APPROVED, CM APPROVED, JD M11 -017 1900 1800 Final — Mechanical 2000 Final — Gas Piping Plumbing /Gas Piping Permit: PG11 -023 ., a ; _.. ,,r....., �•c ° ".. ih ^' W v ' a �INSPr�E.CTICNAM� =s4 % 3 �+� �`'�� '.:, .�DA.yE;� �. � a'>fi � 1 5°� z ATIJS..`� �q: £ir R K 5 _. rIPyE :CTE 8005 Rough -In Plumbing 06/30/10 APPROVED, CM PG08 -267 9002 Rough -In Gas Piping 05/25/11 APPROVED, JD PG08 -267 1900 Final — Plumbing 2000 Final — Gas Piping Building Permit: D11-027 , ' ..,.'N '' ?; . .'i, _,:i ,,,,,,-41.4"& "': .. neiV ' '0 _ 4 m4j,,h Z'' • i; ;1'4 l.L. n- ',: ' ' ' APPROVED, iD : : ' C' . 1. ,,,,-, 608--472 0200 Foundation Wall 03/29/10 0201 Footing 03/23/10 APPROVED, JD D08-472 0202 Footing Drains 9002 Rough —In Gas Piping 05/25/10 0301 Concrete Slab Perimeter Insulation 04/12/10 APPROVED, JD D08-472 0401 Roof Sheathing 06/03/10 APPROVED, CM D08-472 0409 Framing 03/08/11 APPROVED, CM D11-027 0413 Wall Sheathing/Shear 0502 Lath & Gypsum Board 0601 Wall Insulation 03/14/11 APPROVED, CM D11-027 0602 Floor Insulation 03/14/11 APPROVED, CM D11-027 0603 Roof/Ceiling Insulation 0606 Glazing 5000 Curb Cut/Access/Sidewalk 5040 Land Altering 5070 Sanitary Side Sewer 03/10/11 PARTIAL APPROVAL, DS D11-027 5090 Storm Drainage 03/31/10 PARTIAL APPROVAL, DS D08-472 5100 Street Use 5130 Water Meter — Perm 5200 Erosion Measures — Install 5210 Erosion measures — Final Stab 5230 Paving/Pavement Restoration 1400 Final — Fire Depart. 1600 Final — Public Works Dept. 1700 Final — Building Dept. Mechanical Permit: M11-018 '-'1i t5:.: , - - ' - . . .. ' '''''' , '010.t.: d. _ -04-r -, - -1 ,;,-,,,,,,, , , . ' . ' - - .-„ .,, . , , 0 ', -1 ' -*'' ' 4' - 7 ,c,,, V: , . ,:&, .,, ,, ,Z,74''. 4 giftsISP - 0701 Rough-In Mechanical 03/08/11 APPROVED, CM M11-018 1800 Final — Mechanical PG08-268 9002 Plumbin Gas Piping Permit: PG11-024 -t4„,z.i Z , - - ' - . . .. ' '''''' , '010.t.: d. _ -04-r -, - -1 ,;,-,,,,,,, , , . ' . ' - - .-„ ' ,, - • 0 ', -1 ' -*'' ' 4' - 7 ,c,,, V: , . ,:&, .,, ,, ,Z,74''. 4 r ic.2! SPE , E •-,-, i ..e. ,'. ,,,,,_ —A'. 8005 Rough-In Plumbing 07/09/10 APPROVED, CM PG08-268 9002 Rough —In Gas Piping 05/25/10 APPROVED, 3D PG08-268 1900 Final — Plumbing 2000 Final — Gas Piping September 27, 2011 Bob Benedicto Building Official, City of Tukwila 6300 Southcenter BI, Ste 100 Tukwila, WA 98188 C r /LA SEP272011 ac'ERMJT CENTeR RE: D11 -026, D11 -027, M11 -017, M11 -018 Dear Bob, I am writing after my permits have expired asking for leniency. I did not receive the expiration notice letters, they were sent to Dick Causey and he did not give the information to me. Right now I am very close to being done. There were delays with Seattle City Light, but now they are coming tomorrow to install the power. The final step is the water meter which they will not install until I have valid permits. When I got the call from them is when I learned the permits are expired. Please extend the permits so that I can call for a final on both houses — most likely in the next couple weeks. Thank you for your consideration, Yo : Wu 10612 51 Ave S Seattle, WA 98178 0?06) c9-q3 a R, iga hee 9 z0v/0 '4'01A (ArAl2- 08 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit No. D11 -027 12254 48 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/10/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 09/10/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D11 -027 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 P T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -027 DATE: 02 -02 -11 PROJECT NAME: NG RESIDENCE - LOT 2 SITE ADDRESS: 12254 48 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works it Fire Prevention Structural Planning Division Permit Coordinator ii DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02 -03 -11 Not Applicable Li Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-03 -11 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: . Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Pter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SKYWAY GENERAL CONTRACTORS INC 2067721886 6622 S 124Th St Seattle WA 98178 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602883059 Active SKYWAGC92ORP Construction Contractor 12/17/2008 12/17/2012 General Unused ciated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SKYWAHI0020J SKYWAY HOME IMPROVEMENT INC Construction Contractor General Unused 9/11/2000 9/18/2009 Re Licensed Business Owner Information Name Role Effective Date Expiration Date NG, RAYMOND President 12/17/2008 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN STATES INS CO 6310625 12/16/2008 Until Cancelled $12,000.00 12/17/2008 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 CBIC C11SG6084 03/20/2009 03/20/2011 $1,000,000.00 03/25/2010 1 CBIC C11SG6084 12/16/2008 03/20/2009 $1,000,000.00 12/17/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 02/10/2011 WOOD BERAING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOILD BLOCKING OF NOT LESS THAN 2x NOMINAL THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTS OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO BE 5/80" WITH 3 "x3 "x %4" PLATE WASHERS @ 4' -0" O.C. UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. CONNECTORS AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL. PROVIDE DOUBLE JOISTS UNDER PARTITION AND AROUND FLOOR AND ROOF OPENINGS. GLUED LAMINATED TIMBERS: GLUED LAMINATED BEAMS, DOUG -FIR DRIED TO A MOISTURE CONTENT OF 8% TO 12 %, STRESS GRADE COMBINATION. GLUE SHALL BE WET -USE ADHESIVE IN ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. GLU -LAM MEMBERS TO BE A.I.T.C. CERTIFIED. ALL NON - BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CORD WILL NOT BEAR ON THE WALL OR PARTITION: APPROVED HANGARS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. 20' -O" 5 1' -O" O' ELE Q ; of r01 , m, -01 o � °O i ti.) i 1 m En 0 r- GONG. DRIVEV1 Y EXI3T'G 1 OLINWINIONINMININ NOTE: FIRE HYDRANT LOCATED 10' SOUTH ON 5 1 24TH ST. 1 559°11'24-"E 100.00' - -a_- -- 5.72 GONG, SLAB ON SR. DE S S q° 1 1' 2 4 "E SEA PrI• SITE PLAN SGALE: 1"--- 10' YIGINITY MAP NO SCALE O 0 0 1- GONG. PATIO UP 5' BSSL — - --f - - -- 100.0,0' GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE ON DRAWINGS. CODE: ALL REQUIREMENTS OF THE CITY OF TUKWILA AND THE 2006 IBC, ALL APPLICABLE CODES AND ALL AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING: CONSTRUCTION TYPE: OCCUPANCY GROUP: FIRE ZONE: VB R 3 SEISMIC ZONE: D2 WIND SPEED: 85 MPH EXPOSURE CATEGORY: B CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. DESIGN LOADS: ROOF: 15 PSF DEAD LOAD + 25 PSF LIVE LOAD = 40 PSF FLOOR: 15 PSF DEAD LOAD + 40 PSF LIVE LOAD = 55 PSF CEILING: 5 PSF DEAD LOAD + 10 PSF LIVE LOAD = 15 PSF DECK: 5 PSF DEAD LOAD + 60 PSF LIVE LOAD = 65 PSF INTERIOR PARTITIONS: 7 PSF EXTERIOR PARTITIONS: 10 PSF CARPENTRY: GENERAL: ALL FRAMING SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LUMBER STRENGTHS (UNITS IN PSI) STUDS HEM -FIR STUD GRADE JOISTS & RAFTERS HEM -FIR #2 (2x10) HEM -FIR #2 (2x12) FV 75 75 Fb 500 675 E 1,200,000 1,200,000 75 1,075 1,300,000 75 980 1,300,000 BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 95 6" NOMINAL DOUG -FIR #1 85 GLU- LAMINATED TIMBERS DOUG -FIR 190 STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER (LVL) 285 PARALLEL STRAND LUMBER (PSL) 290 980 1,350 1,600,000 1,600,000 2,400 1,800,000 2,600 2,900 1,900, 000 2,000,000 PROJECT i 'ATA: STREET ADDRESS: 45th AVE SOUTH TUKYAIILA, YVA. 9S 1 SS LEGAL Description: LOT 1 S AND THE NORTH 50.00 FEET OF LOTS 1 9, 20, 21, AND 22, ALL IN BLOCK 1, ALLENTO1AIN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE CITY OF TUKIAIILA, COUNTY OF KING, STATE OF YVASHINGTON. ASSESSOR'S #011 '1001455 CODE INFORMATION: ZONING JURISDICTION: CITY OF TUK!MILA ZONING CLASSIFICATION: LDS BUILDING: INTERNATIONAL BUILDING GODS WASHINGTON STATE ENERGY CODE LAMP USE COPE ANALYSIS: LOT AREA: LOT AREA: 1,000 S.F. MAXIMUM BUILDING FOOTPRINT REDUCED BY .125 %/100 SF IN EXCESS OF 6,500 5F. (.1 25 % *500SF= 62.5SF) MAXIMUM BUILDING FOOTPRINT ALLONED 1,0005F *35 % =2,4OO5F- 62.5SF= 2,551.5 S.F. AREA CALCULATIONS: BUILDING AREA: LOWER FLOOR: 1,1 46.25 5.F. GARAGE: 56c1.55 S.F. UPPER FLOOR: 1,551.00 S.F. TOTAL BUILDING AREA: BUILDING FOOTPRINT: LOVER FLOOR: GARAGE: TOTAL 5241.15 S.F. 1,146.25 S.F. 561.55 S.F. 1,116.13 5.F. ARATE PER UIRED as Piping City of Tukwila LAI..DING DIVISION PLANNING APPROVED •' No changes' can be made to these plans without approval from the Planning. Division of DCD •k Approved -By: pt : INSULATION AND MOISTURE PROTECTION: GENERAL: UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODE. INSULATION BAFFLES TO MAINTAIN 1 1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BATTS TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS.. FRICTION FIT FACED BATTS USE 4 MIL. (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ON (MAX.) R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL: 1. EXTERIOR JOIST AROUND WINDOWS AND DOORS FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENTS. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 288.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATLHER- STRIPPED. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. VAPOR BARRIERS /GROUND COVERS: THE NET FREE VENTILATION AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IN INSTALLED ON THE WARM SIDE OF THE INSULATION. DOORS, WINDOWS AND SKYLIGHTS: GENERAL: DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7 1/2" STEP TO A MINIMUM E 36" DEEP LANDING, ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -4 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKY WALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOMS EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 S.F. MINIMUM NET CLEAR OPERABLE WIDTH OF 20" A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL OF 44" ABOVE FLOOR. ALL FACTORY '',ILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAX. INFILTRATION a,:' 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PER AS TESTED By E3TANDARD ASTM E 288.83. SITE BUILT AND MILLWORK WOODEN SAS-; ARE EXEMPT FROM INFILTRATION CRITERIA BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY. GLASS DOOT::;i TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM OF OPERABLE ARE'\. FI COPY arms, - Permit ETo.. Plan review approval is subject to errors and omissions. ..,valtfceinstruction documents does not authorize t e viofeatiott adoptat =Mx txdinance. Receipt ni approvedtield CopyandcOnditins isacknowledg ° Date: -: ''Pitib >t L City Of 7bkwila BUILDING DIVISION REVISIONS No changes _ . II b * - = the scope of work w . • rior approval of a Build+ ision. NOTE: Revisions will require a n - r • , , submittal and may include additional plan review fees. REVISIONS flo changes shall be made to the scope , Of work without prior approval of Tukwila Building Division. 1,:r772: r 1' ' si ors will require a new plan submittal Lt . `.J may include additional plan review fees. e-,--ATE PERMIT QUIRED FOR: E ,4echanical ifrEIectrical EPlumbing- Gas Piping Cey of Tukwila F°'iNG DIVISION Dt .. 0 V -REVIEWED FOR CODE COMPLIANCE APDIRMVEi FEB 0 9 2- 0-11- -- City of Tukwila BUILDING DIVISION RECEIVED FEB 0 2 2011 , PERMITCENTER DRAWING INDEX Al SITE PLAN Al .1 WATER /SEWER& STORMWATER CONTROL PLAN A2 FOUNDATION & LOWER FL. FRAM'G PLAN A3 LOWER FLOOR PLAN A4 UPPER FLOOR FRAMING PLAN A5 UPPER FLOOR PLAN A6. ROOF FRAMING PLAN A7 SECTIONS A8 STRUCTURAL NOTES & SHEAR WALLSCHEDULE A9 NORTH & EAST ELEVATIONS Al0 SOUTH & WEST ELEVATIONS r TUKINILA -2 cs3 r-- TUKYtILA, Wes. q 5 1 -,SHEET- A OF /11 PER CITY REQUIREMENTS1 0 0 '' z r TUKINILA -2 cs3 r-- TUKYtILA, Wes. q 5 1 -,SHEET- A OF /11 CONSTRUCTION ACCESS E2.10 LENGTH PER THE DPD SITE DEVELOPMENT INSPECTOR R =25' MIN. 4 " -8" QUARRY SPALLS GEO- TEXTILE FABRIC 12" MIN. THICKNESS PROVIDE FULL WIDTH INGRESS /EGRESS AREA STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PARKING, INCLUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABILZED ACCESS WILL BE CONSIDERED. OF MUD, DIRT, ROCKS REASON. PUBLIC ROA S BY MOO OR VEHICLES OR R NO F. ETC. TRANSPORTED ONTO SYMBOL: REASON: PERMAN NTTSTABILIZATION OFENTERING DRAINAGE SYSTEMS PRIOR TO DISTURBED AREA. SYMBOL: FILTER FENCE METAL FENCE POSTS FILTER FABRIC MATERIAL 60" WIDE BOLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE - APPROVED EQUAL iiI : x:11 =11'll1:u 11=11 11 11=11=11 it - 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPT1ONAL -PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE REASON. TO INTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS FROM DISTURBED AREAS DURING CONSTRUCTION. TO DECREASE VELOCITY OF SHEET FLOWS. SYMBOL: PLASTIC COVERING STRAW WATTLE STOCKPILES ES ANCHOR WEIGHTS WITH STAKES 10' MAX, 10' M SOIL BERM STRAW BALES CONVEY RUNOFF TO APPROVED LOCATION. CUT SLOPES ANCHOR WEIGHTS WITH STAKES BURY SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 8 FT. SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. E1.20 CONVEY RUNOFF TO APPROVED LOCATION. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. CONVEY RUNOFF TO APPROVED LOCATION. REASON. LTO DEAREAS DITHAT CANNOT RBEECOVERED BOY MULCHING &L AND MATTING UP SIDE DOY' N WYE SPLASH BLOCK 4' -o" PIA. PMASHED GRAVEL 1\ DRY WELL DETAIL 1 . NO SCALE S" D.I. J^tATER MAIN S" D.I. JAI ATER MAIN I I- 0 U) u-I 4: c143 } 1- i 0' ELEV 01 ♦ ' e • 0 \ 0 \/ 1- STOCKPILE CPC' \ \ GE 1 TYPE IGB I 5819°11'24"E 100.00' ---- I--- -- - - -- - - - __ === CONSTRUCTION ACCESS L \ \ \ SILT FENCE (TYP.) 2 a GONG. PATIO a a \ \ \ a \ \ a \ a a a UP a a a a a a I These plans have b( en revicweu by the Public! or conf Finance with currinit STORMWATER CONTROL PLAN SCALE: 1 /8" =1' -0" 4Sth AVE SOUTH EXI i 1 i 1 i 1 i 1 i 1 i 1 i 1 i I pcovirriX pcklR.o0 I11) s s a° 1 x' 2 4 "E 6 11-0tA) SID .4.4Mar "cP DS ►1 it GONG. ' RIVEV' Y TYPE IGB =ON/DifiESIMM 4 OM 111921111111111M_ • /I j',1:4 /( 1 WA(- I.7�D &al 41 ST'G 5.S.M.H.I I C/O RAISED TO GRADE 1 3/4" TYPE 'K' COPPER 4 "cP D5 4 "CpDS IMMINNIINO so ®_s�o —11111,_sw- 6"G/0 4 4" TEST TEIE 6X4 NYE'S NEW 4" PVC SIDE SEWER CONNECTION EXIST& 26 LF, 6' PVC NEW 4 "cP PVC 5.5. SIDE SEWER DEPTH =5.5' 11/ /M t, OP 4;12-tocay LI t /Lifi tt-f tutky L_LAJC WATER SEWER PLAN 5s 9° 1 x'24 "E 100.00' ------ H_�_ —__._ - I / 1 \ ■ \ \ \ \ \ \ PROPOSED 5FR WITH (2) CAR GARAGE GARAGE F.F. EL. 1.0' PLUGGED CLEAN OUT dip 4 D5— 4" CU DS I OD 111111111111111•11111 OD 41M■ Will1111•1111111 MID INIMEIIMMID 55,1°11'247E i i i t i i I I 1 1 UP 0 0 0 r City standards. Acceptance is subject to errur and adopted standards or ordinances. The respo '. ity for the adequacy of the design rests totally with t e designer. Additions, deletions or revisions to these € r w h gr. eft= tide dete rid void this a eeptance and will require n resubssittat of zaviseddrawings for subsequent Final acceptsece is sableettelialkupection by the Public Wolff ° Date: I K 1 \ 4" PERFORATED PVC DRAIN LINE (TYP.) CODE COMPLIANCE APPDlVF 1 „ FEB 09X011 I City of Tukwila f(-n VI ION to 0 SCALE: 1 /8" = 1' -O" 1 i-0 '0 0 I r- \ i \\ I O \I\ (1) I \nI A- \ 2 i in DRY WELL SEE DET. A 1.I (TYP.) I I i RECEIVED' FEB 0 2 2011 PERMITCENTER Nu11fr Iof __� COMMENTS r- SCALE: NOTED A 0 ii g Z "i A i:44.1-ozc4 Q r- SCALE: NOTED 0 ii g "i A A N 4: J v— cc) act 1 K I- - SHEET— IEXPIRES 07 JUNE s";" 7 SUBFL NAILING: 3 /4 "TaGCPXPLYWD GLUED 4 NAILED WI SCI @ 6" O.G. @ SUPPORT EDGES Sd@ 12" 0.0. INTERIOR SUPPORTS 4 8' -6" NOTE: SEE SHEET AS FOR HOLDOWN LOCATIONS 46-6" 6-5" 1 SIM. a N \ / } ' '; FOUNDATION VENT GALLS. FLOOR AREA: 10515.F. / 1 50 - 6.51 5F FND VENT REQ'D .66 5.F. X 1.53 5.F. m .88 S.F. PER VENT / .88 5.F. - 8 VENTS REQ'D. •.i ,r nl v>\>> ter . "::( •\, i \ / ti, v •• R-10 RIDGID INSUL.. EXTEND 24" 4" GONG. SLAB, 6x6 /10 WWM 0/ 4" GRAVEL FILL W/6 MIL BLACK V.S. 3 PET. 4/A2 1S "X1S "x1D "CONC. PORCH FT'G (TYP FOR 5) cQ 1 q -O„ r51 ri 3I-E3" 2'- 2" r�l — Y- 41_0" CONS-I. JOINTS 1 4 " GONG. SLAB 0/ 4" GRAVEL FILL SLOPED 3" TOWARD DOORS. w/ 6x6 / 10x 10 WWM FOUNATION FLAN — 4,-6" A 0 m IM. 2x 6 STUDS 4" GONG. SLAB - w/ 6x61 Ox 10 WWM o/6 MIL. SLACK V.B. o/ 4" GRANULAR FILL 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND T" MIN. EMBED. USE GALV. WASHERS PER STRUCT. NOTE' (1) #4 BAR CONT. MAX 6" BELOW TOP OF FIN. WALL 2 - #4 CONT. #4 BAR VERT. @ / \ // 1 2" O.G. 4 \\/ HORZ. @ 1 2" O.G. (2) #4 BARS CONT. GARAGE WALL 2) SCALE: 3/4 " =1' -O" BRICK VENEER PER ELEVATION BRICK TIES %2 CDX PLYWD SHEATHING 4 MOISTURE BARRIER 1 AIR SPACE 1NEEP HOLES 4 FLASHING BRICK VENEER SCALE: 3/4 " =1' -O" 2' -O" SCALE: 1 /4 " =1 ' -O" J 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.) 2 - #4 CONT. TOP Yir 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND 'T" MIN. EMBED. USE 2 "O x5/ 1 6" GALV. WASHER R- 1 0 RIDGID INSUL. EXTEND 24" �!ililsys_ . lv�►v��a \ \'(\ /,\ 6 ML. BLACK Y.S. 4" GRANULAR FILL #4 @ 1 2" O.G. E.W. TIGHTLINE STORM DRAIN SEE SHEET A2 4 NOTE: IF STEMWALL GAST SEPARATE FROM FT'G, USE #4 VERTICAL @ 45" O.G. (MIN) w/ STD HOOK IN FT'G 3" ABOVE BOT. OF FTC. 1 2� FOUNDATION YIALL 'FS544A' w/ 2 -1 /2" GALV. M.B. 1 0" SONOTUBE PLINTH 1' -6" PORCH FT'G P.T. 4x4 DF #2 POST 5 - #3 TIES IN TOP 5" 4- #4 BARS VERT. 4 #3 TIES @ 5" O.G. COMPACT EXIST'G SOIL. ;i SCALE: 3/4 "= 1' -O" 0 1:1 RECEIVED FEB 022011 PERMIT CENTER I'ittiltn `r ruh CODE COMPLIANCE L APD NEI) FEB 0 9 Z u l l City of Tukwila ILDING DIVISION REVIEWED FOR DE CO PUU a '.2€ B of Tu DANE OWL ia rov RECEIVED APR 14 200 PEHMI A GENTEF im 0 L) PER CITY REQUIREMENTSj (DATE: JUN.O"f SCALE: NOTED .it V 0 tZ1 4 04 I CHECKED BY: (DATE: JUN.O"f SCALE: NOTED co < w J < 2' -O" 4 3 5 5' -O" 31-1" 2'- 1 1 x!a D2 ' FASTEN SHEATHING TO HEADER WITH Sd COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.G. IN ALL FRAMING (STUDS AND SILLS) (TYP.) MIN. (2) 2" X 6" (TYP.) FASTEN SHEATHING TO HEADER w/ ad COMMON OR GALV. SOX NAILS #4 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILL PLATES) TYP. A u 'STHD 14' (TYP) OCFMEr VTO5 FAMILY ROOM GLB 5 1/2"x9 1 /2" 24F 4'-6" N.T.S. MIN. 2 "X2 "X3/ 1 6" PLATE WASHER ANCHOR BOLT PER R4O5.1.6 (TYP.) FOUNDATION PER PLAN /4' MAX. HEIGHT 1 O' 'LSTA21' STRAP OPPOSITE SHEATHING • • •• • • • • GOATS FURN. VTO5 WATER HEATER SHALL =E PROVIDED WITH 5E15 ' IG ANCHOR STRAP HOLPE TO WALL STUDS AT UPPER AND LOWER ONE -THIRD POINTS AND PROVIDE 4" INSULATION AT BASE. GARAGE GARAGE DR. OPENER 5/8" TYPE 'X' AT ALL WALLS 4 CEILING. 5 1 /2 "xq 1 /2" C'LB SINGLE PILE 3' -1" 2x6 STUDS @ 1 6" O.G. 2x4 STUDS @ 16" O.G. SMOKE DETECTOR PER IBC R 315.1 SAFETY GLAZING 2' -1 1" LEGEND LOWER FLOOR PLAN SCALE: 1 /4 " =1' -O" Appliances 'beaten inside living space. (IRC M1703.2, M1703.2.1) Combustion air: Outside combustion air shall be supplied through openings or ducts. One opening shall be within 12 inches for the top and one shall be within 12 inches of the bottom. Openings shall have a free area of at least 1 square inch per 4,000 Btu/hr total input rating of the appliances. (IRC M1701.4 Exception #2.) Appliances installed in an enclosure in which all combustion air is taken from the outdoors, the enclosure shall be equipped with a solid weather stripped door and self - closing device. (IRC 303.5) Air exhaust and intake openings that terminate outdoors shall be protected with corrosion - resistant screen minimum open size of % inch or maximum %2 inch... and protected against weather conditions. EXIST'G SHEATHING SIDING P.T. 2x BLOCK W/ SLOPED TOP ADD 2x BLK'G ql IIAI':1, �_2x12P.T.DF #2@ 1q.2'0.G. • a ° a, 4 ELEVATION a { { t t { { a { • { • 0 0 • ,e a GLB 5 1 /2 "xq 1/2" 24F SHEATHING FILLER IF NEEDED 'LSTA2 1' 1 6d SINKER NAILS IN 2 ROWS @ 3" O.G. 'STHD 14' (TYP) .4.° SECTION 'A -A' 11) GARAGE PORTAL- FRAME SCALE: 1 /2 " =1' -O" FLASHING TUCKED UNDER SIDING 4 EXTENDED BELOW LOWEST PIECE OF SIDING. 1.121 O' JOIST HANGER 2x12 P.T. LEDGER 5/s "0 GALV. M.B. 16" O.C. (-,2 PORCH LEDGER 4" 2X4 CEDAR HANDRAIL 2x4 CEDAR 4x4 CEDAR POST p 2x2 CEDAR ±� BALUSTERS II 3/5"4, GALV. BOLTS 11210'w/ 10-10d 1x 12 TRIM P.T. 4x12 'PG44' P.T. 4x4 POST SCALE: 1 /2 "n 1' -0" PI 021 FLUSH FRAME PROVIDE SIMPSON 7- U26 4 U26 -2 HANGERS NAIL INTO RIM JOISTS 2' -O" 2 -0" 2xS P.T. LEDGER 2xS P.T. JOISTS @ 16" O.G. w/ 'H 1 ' @ EA. JOIST. 4x4 P.T. RAIL POST (TYP) 2x 12 P.T. CARRIAGE 1 2x 1 2x 1 O CONC. FT'G (TYP) w/ 4x4 P.T. POSTS 4'PB544A' POST BASE NOTE DET. 5/A5 TYP. STAIR SECTION (3\\ FORGH RAILING SCALE: 1 /2 "= 1' -O" 2x RT. TREADS k RISERS GALV. STEEL ANGEL LAGGED TO CARRIAGE 4 A.B. TO GONG. REVIEWED FOR CODE COMPLIANCE APDPC%VEO FEB 09 2011 City of Tukwila BUILDING DIVISION SIMPSON 'ASS' 2x 1 0 P.T. BLK'G SIMPSO 'CC44' — 2 %1 2 P.T. CARRIAGE ,ys.�jns �- ENTRY STAIRS FRAMING FLAN ri'S SCALE: 1 /2 " =1' -O" 11 -O" FEMMES Cl JUNE Zvi 1 YP. STAIR SECTION GALE: 1 / 2 " =1 ' -O" RECEIVED FEB 02 2011 .PERMIT CENTER 0 U z I W QL 5 QL I- v Pt 0 V i SCALE: NOTED ►� O A co .4: w 0tif Y � H � H -SHEET- A / or /10 CHECKLIST WASHINGTON STATE ENERGY CODE ELECTRIC RESISTANCE KITCHEN FAN ( 1 ) OTHER FUELS � CH. 6 PRESCRIPTIVE >< CH. 5 TRADEOFF LAUNDRY FAN (1) OPTION NUMBER IV PROPOSED INSULATION MAX. GLAZING PERCENTAGE ALLOWED 15% FLAT CEILINGS I ATTICS R -38 PROPOSED PERCENTAGE GLAZING 9 % VAULTED CEILINGS R -38 MAX. VERTICAL U -VALUE ALLOWED .35 EXTERIOR WALLS R -21 PROPOSED VERTICAL U- VALUE .35 INTERIOR HOUSE I GARAGE WALLS R -21 MAX. OVERHEAD U- VALUE .58 FLOOR OVER UNHEATED SPACES R -30 PROPOSED OVERHEAD U -VALUE .58 SLAB PERIMETER R -10 MAX. DOOR U -VALUE ALLOWED .20 DUCTS IN UNHEATED SPACES R -8 PROPOSED DOOR U -VALUE .20 4 SUSFL NAILING: 3/4" T 46 CPX PLYIND GLUED 4 NAILED W/ 5d @ 6" O.G. @ SUPPORT EDGES 5d @ 12" O.G. @ INTERIOR SUPPORTS 6 6 + 6, WHOLE HOUSE VENTILATION LOCATION BY: KITCHEN FAN ( 1 ) 1 OOGFM � BATHROOM FAN (5) 5OGFM LAUNDRY FAN (1) 5OCFM WHOLE HOUSE FAN (CHOOSE ONE) 0 50CFM ( 1 -2 BEDROOMS) 0 SOGFM ( 3 BEDROOMS) a 1 OOGFM ( 4 BEDROOMS) • 1 25GFM ( 5 BEDROOMS) NOTE: 1 25GFM (MIN.) WHOLE HOUSE FAN WITH 24 HOUR TIMER SWITCH HOT' WIRE AND UNDERCUT DOOR FOR AIR PASSAGE TYPICAL. i111111M1111 1 N X N TOP PLATE SPLICES USE 5-16d THIS GRID IF DR 4 '@ 4 c4 PO T S HD "CS 1 IOd TOP PLATE SPLICES USE 11-16d THIS GRID S" X 1/ HD 10 4'- 2 E.E ''U2 1 -2' ,a Q 0 m U- 01 n m MCI r A /- TOP PLATE SPLICES USE 5-16d THIS GRID 'GS 1 6' W/ 10d @ 4" O.G. SEE DET. 3/A4 u TOP PLATE SPLICES USE 11-16d THIS GRID 2 1 UPPER FLOOR FRAMING PLAN SGALE: 1 /4 "= 1 '-0" NAIL SHEATH'G TO 2X SLOGK'G NAILS W/ ad COMMON NAILS @ 6" O.C. 'A55' CLIP PER S. SCHEDULE 'H2.5' CIS EA. COMPOSITION ROOFING 0/ 154* FELT 1/16" UNSLOCK'D GDX 05055 SHEATHING w /Sd @ 6" O.G. / 12" INTERIM. R -55 INSUL. INSULATION BAFFLE PROVIDE 1-1/2" MIN. CLEAR VENTED AIR SPACE OVER INSULATION NAIL TO UPPER MOST TOP PLATE PER S.W. SCHEDULE. EAYE PETAL Oiy SCALE: 5/ 4"= 11-0" GAL. FLASH' PER S.W. SGHED UPPER FLOOR 5/4" T4G PLYWD SHEATHING (GLUE 4 NAIL) (TYP) UPPER FLOOR UPPER FLOOR 2X 12 FLOOR JOIST @ 1 6' O.G. 2X6 STUDS @ 16' O.G. 1 5/52" CDX OR 055 Ill/ VAPOR BARRIER LOWER FLOOR c2) FLOOR G EXT. IIALL. SGALE: 3/4 "= 1' -O" REF. LINE 15 DET. 4 SCALE: 5/4 "= 1 ' -O" ID 2;1 0 0 eX Q 2 1Y4" cP MIN. CONT. HANDRAIL SEE VET. 4 —A /4 ER Y2' G.W.B. BELOW STAIRS, WALLS 4 CEILING. 2X4 THRUS BLOCK (5) 2x 1 2 FIRE BLK'G @ STRINGERS MID —SPAN K4:'\ INTERIOR STAIR SECTION BODE �, ' SCALE: 1 /2 " =1' -O" REVIEWED FOR COMPLIANCE Apaornwn FEB 0- 9- 2-0 -H- RECEIVED - Ci of•T- ukwila FEB 02 2011 ..BU N� ��Iginr I ,PERMIT CENTER >4 Q U BY: 0 SCALE: NOTED � z d z A V A • BY: 0 SCALE: NOTED � z A .4: ir H - SHEET-- A OF /11 .1.' (0(8 C) kivit (04 '01- - - - ___ . LIVING ROOM LINEN 110V 5D �� ATTIC ACCESS RANGE OOCFM EF VTO5 `\ KITCHEN 2x6 STUDS @ 1 6" O.G. 2X4 STUDS @ 1 6" 0.C. SMOKE DETECTOR PER IBC R 3 1 3.1 SAFETY GLAZING LEGEND 4 UPPER FLOOR PLAN SCALE: 1 /4"= 1' -0" WINDOW SCHEDULE (ALL WINDOWS SHALL BE U =.35) 5YM 1 2 3 4 5 6 1 8 TOTA SIZE 3 -0x4 -0 4 -0x3 -6 6 -0x3 -0 2 -0x5 -O 6 -0x5 -0 3 -0x5 -0 2 -0x5 -0 3 -0x1 -6 4 -0x5 -O L 50. FT. OF TYPE SHLHG SLID'G SHLHG CAS'MT FIX'D FIX'D FIX'D FIX'D SLID'G NEW WIND LOCATION QUANTITY 5.F. LIVING RM BEDRM M.BEDRM DINING DINING DINING ENTRY CLOSET KITCHEN 01/45 IN CONDIT 4 4 1 2 1 2 1 4 1 IONED SPAC TOTAL REMARKS 12 14 18 10 30 15 10 4.5 12 45 56 18 20 30 30 10 15 12 242 EGRESS SAFETY GLAZING SAFETY GLAZING POOR SCHEDULE 5YM A B G D F H K SIZE 3068 2668 2068 2668 3068 6068 3068 2065 6068 8010 4055 TYPE SC SC HG HC SC SLID'G GL. BI -FOLD POCKET BI -PASS OVERHD BI -FOLD LOCATION U- FACTOR QUANTITY REMARKS ENTRY STAIR /LND. BEDRM /BATH BEDS 'M GARAGE FAMILY LIN CLOSET CLOSET GARAGE LAUNDRY 0.20 12 4 6 5 1 1 2 2 2 2 1 W/ OBSERVATION PORT PAIR p DOOR NOTES 1. SUBMIT KEYING SCHEDULE AND HARDWARE SAMPLES FOR APPROVAL. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 4. DOOR THRESHOLD SHALL NOT EXCEED 2" IN HEIGHT. 5. MAX. DOOR OPENING PRESSURES ARE LIMITED TO 5.5 LBS. AT EXTERIIOR DOORS AND 5.0 LBS. AT INTERIOR DOORS. 6. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. 'I. PROVIDE DEAD BOLTS OR OTHER LOOKING DEVICE FOR SLIDING GLASS DOORS. ilhVituvau r Uh CODE COMPLIANCE. L FB0uk, Ua1 City of Tukwila LDING DIVISION - - - - _ RECEIVED FEB 92 201 __ PERMIT CENTER __ LEXPIPSS 07 JUNE_ S orL> ¢0), O U PER CITY REQUIREMENTS r SCALE: NOTED A 4/8/09 O z‘-- v Q r SCALE: NOTED 0 A N J w 7t. otif 04: tdSHEET— A OF /11 1 '- 4" TOP F SPLUGES: USE 5- 1 6d COMMON 2X 1 0 RAFTERS @ 24" O. 7'- 4" ROOF VENT GALLS. MAN ROOF AREA: 13'14 SF / 300 = 4b5 SF REQ'D 4.65 SF / 2 m 2.32 SF VENTING REQ'G AT ROOF RIDGE 2.32 SF / (.44 x .15) _ 1 VENTS REGD. GARAGE ROOF AREA: 168 SF /3OOm.56SFREQ'D 4V-0" P.E. TRUSSES @ 24" 0 1' -4" A TOP P SPLkiCES: USE 5 -1 6d COMMON u-- (n 'RBG' G• NN. T FE 2 6 -1OdX1 12' E,k. LEG. TOP F 5P14J,GES: USE 9 -1 6d COMMON 4 'H1Z' TYP, 1' -4" 24' -0" P.E. JACK TRUSSES @ 24" O.G. 1' -4" ROOF FRAMING PLAN SCALE: 1/4"=1'--0" B ROOF FRAMING NOTES • 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE VENT BLOCKING OVER SUPPORTS. 3. THE APPROVED TRUSS DRAWINGS ARE REQUIRED TO BE ON THE SITE AT THE TIME OF INSPECTION. 4. ALL TRUSSES: * SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASH. * SHALL BE INSTALLED 4 BRACED TO TRUSS ENGINEERS SPECIFICATIONS. * SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION. * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. 5. TRUSSES AT DIAPHRAGM MARGINS TO CARRY THE CHORD FORCES SHOWN IN ADDITION TO SPECIFIED GRAVITY LOADS. RIDGE GAP OF SAME MATERIAL AS ROOFING CORRUGATED - PLASTIC RIDGE VENT CONFORM TO ROOF SLOPE KEEP SHEATHING 1 Y;' FROM RIDGE BOARD. TRUSS PER FL BLK'G REQ'D AT PANEL EDGES RIDGE PENT fy° SCALE: S/4 "= 1' -0" F • — REV1EWELISOR- OMPILIANCE APPQAVFD FEB 0 9 2011 City of Tukwila BUILDIN( fiVISION RECEIVED FEB 0 2 2011 PERMITCENTER rn U PER CITY REQUIREMENTS] DATE: Aux. o-r SCALE: NOTED A 0 0 O Z r:4wozcf) as I CHECKED BY: DATE: Aux. o-r SCALE: NOTED TUK1^IILA -2 • ‘-- co <if J - SHEET or /11 PET. 2 cra A B. 12 5 ENTRY STAIRS PET. 3/A3 LANDING l; / RIDGE P.E. JACK TRUSS @ 24" O.G. 2x BL'K W/ 2" SCREEN VENT PLATE / - -1 PET. 4/A2 'PG44' POST CAP N_ GALV. STEEL ANGLE LAGGED TO CARRIAGE 4 A.B. TO GONG. 'PB544A' POST BASE 2 R-35 INSUL. INSULATION BAFFLE PROVIDE 1 - 1 /2" MIN. CLEAR VENTED AIR SPACE OVER INSULATION 26 GA. G.I. FLASH'G 'LSU26' w/ 2x LEDGER 12 5/S" GDX w/ Sd COMMON@ 6" O.C. (EDGES) 4 1 2" O.G. INTERIM. 2X6 RAFTERS @ 24" O.G. W /'H3' 2x BL'K W/ 2" SCREEN VENT 12 F'G TRUSS @ 24" O.G. COMPOSITION ROOFING o/ 1 5# FELT 5 /S "UNBLOGK'D GDX OR 055 SHEATHING Lu /Sd @ 6" O.G. / 1 2" INTERIM. PET. 1 /A4 2x6 STUDS @ 1 6' O.G. 1 5/32" GDX OR OSB W/ VAPOR BARRIER 2x 1 2 DF #2 F.J. @ 1 6" O.G. 3/4" T4G PLYIND SHEATHING (GLUE 4 NAIL) (TYP) 5 /S" TYP 'X' GW8 ALL. WALLS CL'G IN GARAGE % \ \ AA \i \ \r \ VET. 1 A2 O G.IBHLG DIAPHRAGM NAILING ONT. 2x4 BLK'G 'A34' PER S.W. SCHEV. FIN. FL 'LU24' HANGER DINING ROOM u LIVING ROOM :may : WI : ' ;wow .Viam -+a y \. MF'G TRUSS @ 24" O.G. )9ET. 1 /A4 i 2x 1 2 PF #2 F.J. @ 1 6" O.G. -7 FIN. F FIN. G PET. 2A2 GLOSET ENTRY LANP'G BEDROOM #2 2x 1 2 PF #2 F.J. @ 1 6" O.G. 5/5" TYP 'X' GWB ALL WALLS CL'G IN GARAGE GARAGE \ / / / 1 T. 2/A4 „��i,i /,`irk \ /\ ' \\" , PET. 1 A2 R- 1 0 RIDGE INSUL. EXTEND 2' UNDER SLAB 6 MIL SLACK V.B. R -2 1 INSUL. PET. 2A2 REV1EVveuFOR CODE COMPLIANCE APP' (!FD FEB 09 2011 R 'Mt%> city of Tukwila BUILDIN( DIVISION RECEIVED FEB_ 02 2011 PERMITCENTER rxfoir 6 oY Ju;7 "(ZO CA -D12l 1)1 F O U U) H z UU I to tx U.L ) w LU A_ r z SCALE: NOTED I1 0 0 1- g O z - A V Q r D BY: r z SCALE: NOTED 7. g A 4: J H Structural Notes Code: International Building Code (IBC), 2003 edition, plus local amendments. Live Loads: Floor psf Roof Snow 25 pSf • Wind sso nprI 1C,cpv ur "13 ". Seism c designed... using Simplified Procedure, forSite Class t), SUG 1 Lateral Forces: The plywood roof,diaplragm delivers horizontal forces to plywood clad wood walls, which in turn,deliver the forces to reinforced concrete foundation • walls via anchor bolts through the sill splateS plates of the walls. Overturning forces are transferred from the end merti bers of the shear walls via Simpson hold- down . hardware into the-concrete foundation walls, Foundation: Footings are assumed to have allowable blearing ;pressure of 1500 psf. The bearing <surfaces are to be examined .by a geotephnic al engineer to. confirm this assurnption. Footings shall bear on firm, ui4isturbied OH or structural compacted fill at least. 18" below finish grades Concrete: (Unsupervised stresses, F'c = 2.,500 psi at 8 days. Use''a minimum: of 614. sacks of cement per cubic yard of concrete and a rniaximurn :Of ;6 % galloons of water per 94# sack cif cetlrtent. Concrete protection for reinforcing' E lnti'orn chf:'footinoS Base 3n • Formed surfaces exposed to earth tea bare. ) 1 , x" All concrete in footings shall be placed monolithiaily. Aluminum conduit and accessoriesshall not be embedded it concrete Call the budding department for inspection of reinforcing steel and formwork prior. to placing concrete. Reinforcing Steel: (Unsupervised stresses) Bars shall conform to ABTM A615, Grade 40. Lap all splices :36 diameters minimum Fiber mesh may be used to reinforce the Slab-on-grade, proportioned in accordance with' manufacturer's recommendations Contractor shall submit •brand name of product and intended quantities, yr at contractor's option, welded wire fabric (VVVVF ) ::axe, 1,4/14 Placed at mid -depth of the slabs v uVltt'F.Shell be held •in position with #5 'raiser bars at 4' o.c each way. Steel Anch. or Rods (Bolts)! Use .galvanized, headed anchor bolts per ASTM F-1554, Grade A35, with heads embedded in the .continuous foundation walls to a depth of 7" (minifnum) They shall be hot-dipped galvanized due tt contact with pressure treated lumber. tructural uml er!Ti mbelr ' ll.Iur tber.sh� li be graded accordance with current • •• ••. Rules for Western Lumber. Use the following species unless noted r there rise ern the plans 2 x •6 Studs Jasta' Rafters. • Headers & Fl sh:;Bea is >. Beams (4x). •Beams andrCollumns. i, WPA Standard Grading` rind minimum gr at es k�F DFL #2 HF; BF` #2 I.FWL #2. Glued Laminated beams to be western species, 24 F, 1.7E. Al! lumber exposed to weather, soil or in contact with concrete shall be pressure treated. Douse an scars, cuts and drill holes with two coats of the same chemical as the treated member. All plywood shall be AIWA 1ated sheathing (CD X) with a minimum span rating of 2f16 for roof and 2410 for walls. Block; all panel edges in the walls. Blocking not required for the roof' diaphragm. Use only common size nails for framing and sheathing All halls to be driven with heads flush with the plywood surface. !connection hardware shall be Simpson Strong -Tie products. Providel stainless steel or let elope± » ..:..;' Wood framing. ere 19 F contact with ,created Refer to.the " he rwall ort+adule roc ancni r u❑it ,� +► t /l F-1 55 , L rat e • A )sees. end sp icings. Provide " X114" galvanized plate washers for each sill ;plate .anchor bolt between tit sill 'plate and the nut_ Roof, Trussem 'Roof trusses shall be designed and plant fabricated in accordance with ANB.IITPi 1. All mechanics! connectors shell be IBC approved, Trusses shall be designed using the live Ioads specified above tnd u'Iih dead Ioads based ors the ". • ., :�; •,all :sul�rriit shop.. on the.: architectural drawings Fabricators ,ixaaterials" spetr�fled , nnecto rs 'to :mac anica roval.:daitar.fpr the fattens Bnd cede aPP. drevuing , io .Vert all truss Iei11 the the engineer fir r16i1e1+1f privlr tc. fabr{cat n „bride' iC .:.. tfa��; rl�'r.]�li�r1; Frali ing Mile: Roof Fri"l'4irig; 1; Provide continuOUS vented solid blocking f'or roof framing at ; uppc rts. es :at s. "coin s shown on the plain acid at ail tlhe sheithln anel.edg p .: 2'•.1 9p 12" o c'. alt intermediate supports' '. Roof :±diaphragms are unblocked. • • WIIi I^ ramirig Hot - dipped alvanized headed anc g each +and ref the calif plat r I"l5'S4 cad • la.:et' �.. . . d rn e .P'lac silvanized . • into.. the candret • • n t : d . washers betW _,., F :: .: " tea and 'bl�►in to Ike :1-I . _ .. B`tu g h r ;;has c : f: ;ands a .:::. Iied eso ... p _ .,:: i�l�ltt a . p . bltackin 9 .' a i'i`ltb ;th e • rite to b� :''4-'c'UCl"1_ the i I• r _ _ _ p : oundation Plan, Second F �t3e thB F ;, � ,.� n m s o -: of Bi . fit" ItaCalilcalns l vatians . p s. tr s p yY old u wl7�riW't�old dalwno ark: • . y using f asterlers recorn nenc Miscellaneous: .:: , .:;. � drawings.. Provide rchitect s= fall. ,o �l'4l:rl s v►tfth �► _ ... d location of p g Vero size an - temporary bracing as required'unti p p installed: Or.. bolts shall be'N.ocated 6' fret • • o c (maximum) using 518'' Celts with r >:(i> in) embedment ee fat s{re b.3 St e. {I Iat. p or better. ds la tea n d framing at 12" o c. or building loot. Framing Plan, 9 i con Tle hold-downs and connect them to doublet st uds 'il pson Strong - Tie;. 0t1.6ut ,. '0522' x 3' -O" w/ 14-10d (1 /2 E.E.) 1T '05221x 3' -O" 11 w/ 1 4 -1 Od (1 /2 E.E.) �I 'PH172 -SD53' (TYP. FOR 5) III NORTH ELEVATION SCALE: 1 /4 " =1' -0" '0514' x 3' -O" w/ 54-10d (1/2 E.E.) (TYP FOR 4) PHD2 -51,53' (TYP. FOR 4) SOL)TH ELEVATION SCALE: 1 /4 " =1' -0" IJ aa1 11 FIT 111 u '0520' w/ 1 6-10d HALF E.E. 'PHD2 -SD53' w/5/8" AB 3 '0522' x S' -O" w/ 14- 1Od(1 /2E.E.) (TYP. FOR "I) 11 111 111 111 111 ul '0520' w/ 16- 10i1- HALF E.E. 11 11 11 11 ll EAST ELEVATION SCALE: 1 /4 " =1' -0" 'PHD2 -51,53' w/ 5 /s' AB 17I I -021 '05221(1... + 15") ") w/ '0522' x w/ 14- 1Od(1/2 SHEAR WALL ELEVATIONS NAIL SGHEPULE SIZE COMMON LENGTH Scl " 25' 1 Od " 3.00" 1 2d " 3.25" 1 Sid 3.50" DIAM. 0.151" 0.1 4S" 0.145" O.1 62" [EXPIRES 07 JUNE ViorY4 1 4,-ri) i�t)i' 1,vhlt•'� tfr- on E.E.) '0522' x 4' -6" w/ 14-10d NAILS (1/2 E.E.) m pN6 10518' x 2' -6" w/ 20-10d( 1/2 E.E. 'PHD6 -SD53' — 2YY4 'PHD2 -5D551 WEST ELEVATION SCALE: 1 /4 " =1' -0" VILV'VLU FOR_ C DE-COMPLIANCE ' APPINWEEll FEB 09 111 - 11 Cityr of Tula.. SHEAR YVALL SCHEDULE RECEIVED FEB 02 2011 Label: We. W3 w2` 2W4121 2Vil31 2W2121 APA Rated. Sheathing 111.21141[121[13i kaii Size S Spacing Et] as, 141161 ASd odis nlfl hloRim .c Jooninset cotio rt Blockng Size • to to late:. P p Edges ;[rp1.. 131161111. .. 15/32" CDX :... r3,13 "x2;5" g ".C1.0 15132" CD)c 2 X Bottom. Rate. .Attachment Sill Plate rAttachrrrent. Nailing To Wood B&ow [sl: 1A351 24" i C 11.162" x3.5 ":Q 6{' O.C. Anchor See to Concrete SetiOi v [iat�isl 5!81! _DIA @ 4:8" .0: Sill Plata Size @ Foundation Itg. PLE !Capacity 2X 2x 213 311 15/32" CDX 0.131"x2.5" a 4' 6.C./E.E. Required Notes 111 Install panels either horizontally or vertically 'A35' 8" 0.C. 0.1.62" x3.5" @I 211 0.0 3 622 si a gideti o that joints the o b t eyed s t Pp �' applied on both sides: Of wall,'.. anal pegs 3omts, on 2x frothing shall be staggered f2� Where Sheathing apple o !� 131 i3lackingas required at all panel edges: :: • : walls indicated,on: the. plans.. ;Ends of full height walis ore designated by exterior of the. building, corridors,. . ailin :.for the.entire length: of.the .., .. p . . ,. ..:.. ..:...... . v eshear.wall sheathing and.n . 0... 9 -. ?t Prc. td 9 :..... ,..... ,.. require sheathtn above anq [ ] e�d $hea rwalls . . i ated on: lens ;aae:plans :for holdoinrn requlremonts (Alternate -note walls designated asp�riarat q . windows; ar.doorways.or asides gn p . ... • : below ail o . enin • s lit -u holds n..osts.. Refer to the ho{down..detalis.for n vs #s: ' :Ed b; r }elfin :ma.: a1sc: :be :required to each stutl lased in bu p. , ..w. p Sheathin ed e:nalling is eequlrad at all holdow..p � 9 .y additional. information :.: . oC... Qj Intermsdtate.franing to:bewith 2x minimum members Fiatd nailing 12 . : :to framing. :Use0.131 x 2 =1i2 ":nails where installed over sheathing _ 0:13? � 1 =1l2" °Jon Oils used to 2ttach:framing clips !directly. f 7,j Based on g 8j Framing clips: A35 or LTP5 or approved—equivalent.. , .. 19 j lherp.plate;attachment apecifes;'t2} rows o€ nails,: provide :double 010, rim. nr a ua l. Attach .pet details. p 1 t) :(ii Seisiric opal n Categories- CE &F)'::An or 6olte shalF be.;prpvldetl, steel late washers.3116x2 "2 :Embed an chorbolts 7" tinimur into cororete: lv .corroslon:In thefasfeners, Promo hdt4ippod galvanized: (eiectro- plating Is not .a coeptabie): nails and_oonnector plates 1 # ,Pressure treated;materiatcan cause excess, e . i c ... coot ... .. rnb r :... . .'f Or' all conneotars in +rbntact with, caesura treated.traman me. s #ramin s :an � les; etc... o _ ma ''studs :. tea.on h esa not Inca t e Alternate Notes 12 7116" APA rated,:sheathin. O$B i the . be used:iri '.Iaca of 15132." sheathin..rovided that all studs are s. aced;at 18'1,0,0,, G , contact the engineer: of reco . for :alternate;f ailing;requirernents. 13 Wheea;wpad :sheathing (W) IS applied over gypsum sht�athing:(� ..: [ i i : d t ether nailin the studs together with: f sin le: 3* One. Peuble.2x turfs they cvnriecte 1 des 2 2x studs nailed la ether may be used In pli6oe o a g Y : 9 [i?I] At adjoining pane e g , t) 9 .n diameter as.the: dlate:nailin . :. 3 .fan • .naffs afahe ssme.spacJng a riff 4 - - . anchor bolts: s ecial;.ins action ma.y be'required) 5 C.oniact:tbr� enpmeer of reeard.faradhesive nr.expansion bolt alternatives to cast.m place f p P . V► RIDGE FIN. FL. PLATE r7 N.N GARAGE FIN. FL. I I I I I 1 1 1 1 J NORTH ELEVATION SCALE: 1 /4 " =1 ' -D" a I- -1 ' I J�I F r F )11 oz1 RIDGE L EAST ELEVATION SGALE: 1 /4 "= 1' -O" T L J GARAGE FIN. FL.. REVIEWED FOR COOMPLIANCE ,APPWWFD a ity of Tukwila LD B INI� I11UI,S iON RECEIVED FEB 02 2011 POUT CENTER In E-, z 0 tf) z LU x tit v. a tu QC V IU IL r 0 z SCALE: NOTED I o < (:: ,z, 7. Q O Z Q r►- +v)-40Zvl v L1 • Pel -3,D BY: I r 0 z SCALE: NOTED I g 7. Q Q 4: ‘-- co Cf 04: J D G B RIDGE -6" .n / RIDGE PLATE 1' -6" FIN. FL. PLATE FIN. FL. H L__J 12 SOUTH ELEVATION SCALE: 1 /4 "= 1' -O" FIN. FL. GARAGE FIN. FL. O rum H- f --------------------------- --------------- ---- - - - --- --------------------------- ------------------------ ------------------------ ___________________________ GARAGE FIN. FL. I �I MINIM -- -- -- - - -- MNIII• MUM r 1' -6" I I I I i 1 L _ _ J I I II L__J L -_J 1NE5T ELEVATION SCALE: 1 /4 " =1' -O" \I- 021 REVI ECG FOR CODE COMPLIANCE *pDCIIflVFl rw309, City of Tukwila UILOIN(nlVsIflN RECEIVED FEB 022011 PERMIT CENTER cn ?6. -9. O PER CITY REQUIREMENTS' IDATE: JUN. 07 SCALE: NOTED / \ / \ Q V 0 t \ d Z r ,/ \ \\ r n \ / / \ \ \ , r , \ \ / ,, \ \\ 1' -6" I I I I i 1 L _ _ J I I II L__J L -_J 1NE5T ELEVATION SCALE: 1 /4 " =1' -O" \I- 021 REVI ECG FOR CODE COMPLIANCE *pDCIIflVFl rw309, City of Tukwila UILOIN(nlVsIflN RECEIVED FEB 022011 PERMIT CENTER cn ?6. -9. O PER CITY REQUIREMENTS' IDATE: JUN. 07 SCALE: NOTED Q V 0 t \ d Z v 0 oA A CHECKED BY: IDATE: JUN. 07 SCALE: NOTED -ruKwiLA -a TUKJ'MILA,Y4AAS1 1 I �SHEET� A1V OF /11