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Permit D11-026 - NG RESIDENCE - LOT 1
NG RESIDENCE LOT 1 12258 48 AV S Dl 1-026 City oiti'ukwila • CaNa1 -�C 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. tukwi la. wa. us Parcel No.: 0179001436 Address: 12258 48 AV S TUKW Suite No: Project Name: NG RESIDENCE - LOT 1 DEVELOPMENT PERMIT Permit Number: D11 -026 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 -471. 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 -026 Printed: 02 -10 -2011 Permit Center Authorized Signature: • • Date: w— t 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: €:Q1 %yi/ Print Name: a°441.17 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 -026 Printed: 02 -10 -2011 the source of ignition is not less than 18 inch 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 eartt quake 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 within the City - right -of -way. doc: IBC -7/10 D11 -026 Printed: 02 -10 -2011 37: A bond in the amount of 150% x cost of possible property damages caused by activates. within the Public right -of -way, made out toity of Tukwila for 38: Pavement Restoration applies per Public Works Bulletin A6. Pavement Mitigation Fees apply per Public Works Bulletin A3 and shall be paid prior to Public Works final. 39: Conveyance of Public Improvement Form shall be submitted 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 -026 Printed: 02 -10 -2011 City olTukwila Department of Public Work 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov WATER METER INFORMATION Parcel No.: 0179001436 Permit Number: D11-026 Address: 12258 48 AV S TUKW Issue Date: 02/10/2011 Suite No: Permit Expires On: 03/08/2012 Applicant: NG RESIDENCE - LOT 1 DESCRIPTION OF WORK: REISSUE OF EXPIRED PERMIT D08 -471. CONSTRUCTION OF 2677 SF SFR WITH 570 SF ATTACHED GARAGE METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204a09 Connection Charge: N $0.00 $0.00 $0.00 Installation: N $0.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: N $0.00 $0.00 $0.00 Inspection Fee: N $0.00 $0.00 $0.00 Turn On Fee: N $0.00 $0.00 $0.00 Subtotal: $0.00 $0.00 $0.00 Cascade Water Alliance (RCFC): N $0.00 TOTAL WATER FEES: $0.00 $0.00 $0.00 doc: WTRMTR D11-026 Printed: 09 -29 -2011 CITY OF TUKA Community DeveliWnent Department _Public Works Department. .Permit•Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Pe. No. b )_ (Q Mechanical Permit No. Plumbing/Gas Permit No. 6 Lk:. 623 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: /22.59 4,8 Aee" S LOT / Tenant Name: Property Owners Name: /lkY/i9Q v ,CJ Mailing Address: AO' &X 5% 5 King Co Assessor's Tax No.: O/99 l9O /1436" Suite Number: Floor: New Tenant: ❑ Yes ❑..No /20/74x, City wA- State y8a si- Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: A C<< GD.4r✓S y Mailing Address: /4'6/9 .14S A- NE E -Mail Address: dlld/.S%t arOookin,s7A .eont Day Telephone:.../C6 QW . City ,State Zip Fax Number: 46 " c 3//2- GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: '/WA' a &7LEL dOKS?atiAlpitS, /k/c. Mailing Address: //O, 6420X &/ S %dsivl/i/ 1 4 98a P. City State Zip Day Telephone: 2 ' 3 SG '461-6 Fax Number: Expiration Date: Contact Person: /4/NAVO /(/0 E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: 16i*'S I*A?f "P Mailing Address: 137 k aszok1440 14 R8U52 Contact Person: 7f//tk'j f l-AA iDND City State Zip Day Telephone: V2 e 5.- Z-224,6" E -Mail Address: Fax Number: H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price : $ jOOO Existing tilding Valuation: $ Scope of Work (please provide detailed information): gALIi(epst 14`7' tt/ Aq9 c ejj 446e ftl r1 Da #-1 -- /j A'/0g25/, P60B.16 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 • • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor /!14,25 tad Floor 3rd Floor :. - • Floors thru Basement Accessory Structure* ` Attached Garage f-64, Detached Garage 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\Forms- Applications On Line 12010 Applications17 -2010 - Permit Application. doc Revised: 7 -2010 bh Page 2 of 6 MECHANICAL PERMIT INFORMIN — 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): $ /400 Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas.... ❑ 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 >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:\ApplicationsWorms- 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): $ .24 060 Valuation of Gas Piping work (contractor's bid price): $ 6) Coo Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l 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 1 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 3 Wash fountain Receptor, indirect waste Sinks Z 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 A 3 H:\Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 PERMIT APPLICATION NOTES — "cable to all permits in this application 41) 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 • ' AUTHORIZED AGENT: Signature: Print Name: Dia ,SAY Mailing Address: `4.Q 00.0 A Date Application Accepted: 11 Date: /2-/fi Day Telephone: . Telephone: 044 ? _ 9047A City State Zip Date Application Expires: 0112_ I H:\Applications\Forms- Applications On Line1201 0 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Staff Initials: W Page 6 of 6 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 Parcel No.: 0179001436 Address: 12258 48 AV S TUKW Suite No: Applicant: NG RESIDENCE - LOT 1 RECEIPT Permit Number: Status: Applied Date: Issue Date: 1)11-026 ISSUED 02/02/2011 02/10/2011 Receipt No.: Initials: User ID: Payee: R11 -00412 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. 63.00 ACCOUNT ITEM LIST: Description Account Code .00 Current Pmts BUILDING - NONRES 000.322.100 BUILDING - RES 000.322.100 - 1,656.20 1,719.20 Total: $63.00 doc: Receiot -06 Printed: 03 -04 -2011 Cif of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: httv://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 F.. t • er. • 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 lel 0 II- ol‘c, Projeitt .,„ ip of, g-eS. a e-A <Z.._ . Type sf. lnspectiop: -, AJ A-L. I5J . iscs.'n Address: S g 1-1- '4 ge—A-MC Date Called: (Go or- e}e--: I 1 *1 6 Special Instructions: . . • .0/1 . . , Date Wanted: I Requester: Phone No: 1A:3(0 -.2-2-8—e-41 Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: kd\pke,r linsp ctor: Date' k •,_ 2, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be ;••• paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. F.. 7.;—. - "-rev• •..-.r r — r..y�... , • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PI M) 4t. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 =2451 s (206) 431 -3670 Aect: 's'"' CQ -1.0-1 7L4)sp on: ii till PSI L4g A-14 . So. Date Called: i 1 i ` 7 . Special Instructions: Date Wanted: !! . 'm� Requester in Phone No: a0 0 -6 as '0 --.1C- LA Approved per applicable codes. Corrections required prior to approval. COMMENTS: R, e — Firktied 'Firiated - OD pa.9r n r•+ 1411-1- ,Pee_ due. Fv tJ d `1,fil+a4ien pig -14s-Wei . Fruited ' i ndeci ./.1r to el fin -- - ,- ,04 . _ lvi�,ce, ti\ -fir d a - d Fi,7ale4 Inspector: .fly 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. ; • • • it -0240 PERMIT NO. :CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenteir Blvd., #100, Tukwila. WA 98188 -L (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 • • r • • [•4 • Proj ct • t Typefjp, slop. eJ : l ` ^� Address: -I %? S r- . f L► ' g�" Date Called: _ . Special Instructions: • - Date Wanted: . "— r t ( a rte„ p.m. Requester: Phone No Approved per applicable codes. oor ns required prior to approval. / 'COMMENTS: Rj e�e p of 3 P.) C t&)JfkJ prr InsperfCor: Date: REINSPECT1{lN FEE REQUIRED. Pnor o next inspection. fee must be paid. at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION N0. INSPECTION RECORD Retain a copy with permit 0 -0240 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION c • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: izsis„ Type of Inspection: Address: M Date Called: Special Instructions: Date Wanted: t _ / _ . ,,_m W ^ (2. p.m. Requester: Phone No: l� 2o(/-2'2-? —kY4 1 IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: � % /� /� —L) i t C p o /. Ar /-e r-,-/-0 � - ,fe ...0 �46 . s--14 d % / c r. L3-' A4..l " .)}<, 9 e .o c.cTcI fr- o —.... A REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ltd INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 Did- 0? PERMIT NO. Project: ?eSI4t°I9C'e - h2 l Type of Inspe�n: (stJ Addrea /. .PS.k * ,fie S Date Called: , 09 Pgi / /.i Special Instructions: —I-6 S / 7 r Date Wanted: 0/4441 .m. . em- • Requester: cJ� Phone o: ,204, a 5a ?s DApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: .91f//1( oo 1) S47 toriCie. Inspector: 6,0 Date: ' 74 4/k REINSPECTION FEE REQUIRED. Prior to next inspection. fee must.be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • eta INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. „ CITY OF TUKWILA BUILDING DIVISION ,/( 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project G JZ. S D t Type of Ins econ: t� a rt) 1 0 t 1 Address: Vt 1 7. %4 f< 21 8 -AvI, .S. Date Cal ee f(0 p /� G7� ----�. Special Instructions: Date Wanted:3 I4 ' % -- [ ...a.m.. p.m. Requester: Phone No 7rt,(o'Z.7A -52. 25 egd lP Approved per applicable codes. 0 Corrections required prior to approval. is COMMENTS: I ( Th Inspeytor: ri REINSFE CT ON FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date � I/J r t ( • INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Do —tsac Project: ReSlotencc.. Type of Inspection: C.„, c— f o - Addres . 12-2. /!$ I P - S Date Called: 3 lelif_ clii Arni d id s - 014ironed to fe k3 Special Instructions: Date Wante 3/1011r p. Requester: �J� n 5)Arlj - IV) 1_ lug i .. 17) Phone No: A -. - j,®& - 3 -? 5`b ye. . ii1;s IS A 3e rn i- s i12r re n <7 • P Approved per applicable codes: El Corrections required prior to approval. • COMMENTS: — COrt f ac. ►r titibc on-f_ -75 -f-u 3/41‘ ttrk. r 9e trite , rut ce1 wos - a( ! on ci41 %n D.T-• main per clii Arni d id s - 014ironed to fe k3 t1 L'.,. -17o 624441 . - q" Or Sri?, 5evet 1Qn ruc dot Fr Gi Sir ndards . �*r ,.For i 15 I rrr ron 4irfled '' V r b eto _ 'Or- rt. A u a.4"1t fine+if r reicf.atPd ye. . ii1;s IS A 3e rn i- s i12r re n <7 e_G-i-ion wtk ' 104-# -f *1i -nH Li8 Ave- s) - Inspector: 1)5 Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300•Southcenter Blvd:. Suite 100. Call to :schedule reinspection. -... -• INSPECTION NCO. . INSPECTION RECORD Retain a -cczpy with permit • PERMIT 0, CITY OF TUKWILA BUILDING DIVISION IP- 6300 Southcenter'B'Ivd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: to approval. Address: / 2 z 5_P 4 /ft/ S Date Called: • Special Instructions: Date Wanted: Requester: Phone No: a04 -2 -SZ2 Approved -per applicable codes. Corrections required prior to approval. COMMENS: . D • 4 • • A . Inspe !Date? n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must 4- paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . . •, 2p 214 2P tf/ • . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION vt` e-dti 14//- 024, 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line-(206) 431 -2451 (206) 431 -3670 Project: Ala' /?0°.S>e(F1/f'c° Type of Inspection: /c-)? 4r p if /Ad 6 Address: /22..5- 03 4✓A3 /9a/S Date Called: Special Instructions: . Date Wanted: Req ester: Phone No: 4,2e,4 2 9 —522 S Approved per applicable codes. ro rections required'prior to approval. k—JI) COMMENTS: r reef Ct L -r 1-7201 -iT REINSPECTION FEE REQUIRED,. Prior to. next inspection. fee:mustbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ."'"'" • = J INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., .#100, Tukwila. WA 98188 • (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: • Address: /42.26-8 ./8rqa S Date Called: Special Instruttions: 0'17369— a / Date Wanted: Requester: Phone No: .3 at!-_-77.2 - /AT 4,. ElApproved per applicable codes. Corrections required prior to approval. al' • 2M COMMENTS: r �Y 5 -•J& jet ret ,,,, S I A of AA ,Ace w r r 4, j ;) A s ,.,., n/0 00 , . r -- ; ! ' (X.,' (-' e' 4- g-e 5 ( Inspfctor: J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be � paid at 6300 Southcenter Blvd.. Suite 100. Call-to schedule reinspection. 11' 52;e6 —, —:, .,... • •:- ,: -- • • INSPECTION NO. &AIINSPECTION RECORD Retain a copy with permit //"."4* PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 v--- Permit Inspection Request Line (206) 431-2451 Project: Ms' 04215tateitiee a--"Di■tr C--Dis' VNt S ;07 IL.,),J111•1) k Type of Inspection: fr/M01/111.4 1 10, —FlAts t,,,,JA5 A Address: • - /2247:4 ,t9 ho t 7: Date Called: Spatial IritriictiOns: • • •-• . • . Date Wanted: c---clios— 1/ 13-m- Requester: ....._... I ._., . Phone N : ,DAppeoved per applicable codes: Corrections required prior to approval. COMMENTS: , --... a--"Di■tr C--Dis' VNt S ;07 IL.,),J111•1) k i r\ 0 1 1 k.--1 ,.1 6-1(-- Or 1 10, —FlAts t,,,,JA5 A tr_mii.e-C.) NI 6 \ k AS 1 As -e6A, OA $. • LA ... )._f,,,,LN -1-1411/4, jl. € - (.1„4,,,.,t , tie _ k ... ....._... I ._., . • ri REINSPECTION FEE REQUIRED.' Prior to nex inspection, fee must be • L=I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2 P INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila: WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 =2451 Project: • •'• • lIG kPP - Type of Inspection: F ROVA 1t.%6 Address: Mtr !Z2.5A 14.8 Ail Date Called: • Date Wanted: Special Instructions: • Requester: Phone No: 2 cif.erf. 772- -1E381,0• Approved per applicable codes. 4n Corrections required prior to approval. t t.;,1 COMMENTS: - . \ A.,61---- ,,d J 1.1:. J ./\--. j ) Litili )<M lkk/ r_ A. r ,.ocl'1 6 cJ .5 A-4-a. fc.9,1 b.,__tdek. _iN , . 7 .14-A'..55 `A6 1`rc Js(, dic, � +P� c)L, C 7.&--4--- efoir _ — 11-- RoJR i 0 ,:is-.,./..., C A-J( se '! -- J e /4)-)/*' ( 4 -, C,. . J,\J r At reeA, -04.01-, 0141w-1- oA s[rr el F-1 ,/2 )J4i, -\ t.I 4..ppi L.J --- Lmnct0.: Date' ri REINSPECTION FEE REQUIRED. Prior to nex inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal to schedule reinspection. • . • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • . .. /0 h'— oZ4 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: wu 110.15 G h'4.1 Sprinklers: Type of Inspection: , ',".e .4.7%7 ei / Address: / -4.7-1-0 Suite #: 418 ' v.c • 5,-. Contact Person: Special Instructions: l) O Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: / b Sprinklers: V /� 0I r. 3 ! t—,G L✓ • '•s /€ L- . s ..' ./L Monitor: . ' Pre -Fire: l) O .01,iC vino -4.di S. 77,....1 G ... I- V 6 ' « 'X. T4LTCTJ Needs Shift Inspection: Date: / b Sprinklers: Fire Alarm: / Hood & Duct: Monitor: . ' Pre -Fire: Permits: Occupancy Type: Inspector: f ,7f3 Date: / b /2- Hrs.: / Ac/ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: I State: I Zip: Word /Inspection Record Form.Doc �, 6/11/10 f T.F.D. Form F.P. 113 • • • r • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Yong Wu 10612 51 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. DI 1 -027, D11 -026, M11 -017, & M11 -018 W:\Permit Center\Extension Letters \Permits\2011\D11 -026 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Permit: D11 -026 g #NSPECTION�NAM �.:J °: ;d:" :. 4` r^vc" DATE . - q�,'�'Si�•a f�4 p � �:- i�J�"" .� ' hh'n STATUS VVHO d -J x }.Y.f mod. yYe�� �,�r�eee'- i' s ,� Y% .fib' �.,,�, ''"z.r" ` • 'INSPECTED ya�SiW+SFG e.- +^UN.DER: 0200 Foundation Wall 03/29/10 APPROVED, JD D08 -471 0201 Footing 03/23/10 APPROVED, JD D08 -471 0202 Footing Drains APPROVED, CM M11 -017 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 Plumbmq /Gas Piping Permit: PG11 -023 t4 g'- ,kse�,. x, .{� ?'�ra ��' � f -�� � .y�� �: 4 C �'{, b � r`, '- "ttyES . T+ f-x °fia` •3; �� g ....fit. - -' .: �m� �STATUS� ti h � .t d '^K `.., e ' 06/30/10 ONNAM t S»�: �`":v3y � �1iSi..Y � . '}i. Tr ., , a , § . # g ��,; ° �INPE tF 'kt.,ta' ,X�;j y � s E(� pu { ®. i 3 - "e,�'. 3 3� -I��i .:.. ,a. .''�+ sY «'.,:':, ,.' ., 0701 Rough -In Mechanical PG08 -267 1900 03/08/11 APPROVED, CM M11 -017 1800 Final — Mechanical Plumbmq /Gas Piping Permit: PG11 -023 t4 7`!i .t3L •° *''r'6 �INSPCfIQNNAME4rY�DTE �r� 4 . Ss . ;.S'fgATUS 5 i 'yiJi ,fit tq� t :. 4`x i:.. ��UIUDER~ PG08 -267 8005 Rough -In Plumbing 06/30/10 APPROVED, CM 9002 Rough -In Gas Piping 05/25/11 APPROVED, JD PG08 -267 1900 Final — Plumbing 2000 Final — Gas Piping Building Permit: D11-027 I1 ----1-: ''' . 03/29/10 41-,, APPROVED, JD . • ' I lir ft.ZI V D08-47'2 0200 Foundation Wall 0201 Footing 03/23/10 APPROVED, JD D08-472 0202 Footing Drains 1900 Final — Plumbing 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 ,•-• - t ,,, ? . 1 „ , , , , - , -* 6 • O .,- 0701 Rough-In Mechanical 03/08/11 APPROVED, CM M11-018 1800 Final — Mechanical Rough —In Gas Piping 05/25/10 APPROVED, JD Plumbin Gas PiDing Permit: PG11-024 , -,..,,,,-- , . ,. .0 .4 - 4 V 1 A '''', , ,,,,,. ii!z 8005 Rough-In Plumbing 07/09/10 APPROVED, CM PG08-268 9002 Rough —In Gas Piping 05/25/10 APPROVED, JD 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 Fiffeeiveb SEP 2 7 2011 PERMIT 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 (o?o6) 02078— 84,3 0 de 40 e/teexii lia cter 00// -Ntvl (hlob\11— • City of Tukwila S Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit No. D11 -026 12258 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 -026 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I • PLAW • TING SLIP ACTIVITY NUMBER: D11 -026 DATE: 02 -02 -11 PROJECT NAME: NG RESIDENCE - LOT 1 SITE ADDRESS: 12258 48 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: )&(/1 tiding-Division it Public Works n Fire Prevention n Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Nr. Incomplete ❑ DUE DATE: 02-03-11 Not Applicable Comments: 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 ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -03 -11 Approved ❑ Approved with Conditions K 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 Ater Friendly Page s 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 ther Associated 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 Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 20120217000741 CITY OF TUKWIL MISC 65.00 PAGE -001 OF 004 02/17/2012 09:37 KING COUNTY, WA Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS I II Grantor /Borrower: Yong Chun Wu 10612 51st Ave S Seattle, WA 98178 Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): D11 -026 Section /Township /Range: SE 10 23 4 Assessor's Tax Parcel Number(s): 017900 -1436 Property Address: 12258 48th Ave. South, Tukwila Property Legal Description (abbreviated): Allentown Add Par B of Tukwila BLA L07 -033 REC #20080409900005 SD BLA Being Lots 18 Thru 22 Blk 7 of SD Plat DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page I of q The Grantor, YONG CHUN WU, conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY : Thirty -three (33) feet of 3/4 -inch type K copper pipe, one (1) each - 3/4 inch water meter box with 3/ inch check valve and angle stop, one (1) water tap service, one (1) eight inch saddle, one (1) 3/4" corp. stop, and all appurtenances. ENGINEERING COSTS: $ 0.00 CONSTRUCTION COSTS: $2,500.00 TOTAL: $2,500.00 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 02 of Y IN WITNESS WH REOF, said individual has caused this instrument to be executed this / day of Jan , 2012. wner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that WU YOUNG CHUN is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated 0///0-11 nVerlc N a Public in and for the State of Washington residing at My appointment expires O5-29// DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 3 of 1 DEPARTMENTAL APPROVAL: Bob Giberson, Public Works Director RECEIVED FOR FILING: `Christy O'Flaherty, City Clerk ACCEPTED AND APPROVED for the City of Tukwila this a7 day of , 2012, By: CITY OF TUKWILA DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page I of 7 EXIST 5.5.M.H. 45TH AVE. SOUTH EXIST'G lAlATER METER 3 S' -O" 58 1 1'24"E 100.00' 5'1358L 1, I GONG. DRIVEWAT CONC. PATIO EXIST'G FIRE HYDRANT SS cl° 1 1'24"E 100.00' y 1 10' iSBL I EXIST'G 1 2" YNATER MAIN EXIST'G e" PVG SEINER LINE SlT.:,, 1 24TH STREET - --- - SITE PLAN SCALE: 1 ' 10' \IIGINITY MAP NO SCALE PROJECT DATA: O 1 STREET ADDRESS: 12551 45th AVE SOUTH TUKINILA, MA. q S 1 SS LEGAL DESCRIPTION: THE SOUTH 10.00 FEET OF LOTS 1 q, 20, 21, AND 22, ALL IN BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 1 00, RECORDS OF KING COUNTY YMASHINGTON. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ASSESSOR'S #011c1 001 436 COPE INFORMATION: ZONING JURISDICTION: CITY OF TUKWILA ZONING CLASSIFICATION: LDR BUILDING: INTERNATIONAL BUILDING CODE WASHINGTON STATE ENERGY COPE LAND USE GORE 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 % *5005F =62.55F) MAXIMUM BUILDING FOOTPRINT ALLOWED 1,0005F *35 % =2,400SF- 62.5SF =2,351.5 5.F. AREA CALCULATIONS: BUILDING AREA: LOWER FLOOR: GARAGE: UPPER FLOOR: TOTAL BUILDING AREA: BUILDING FOOTPRINT: LOWER FLOOR GARAGE TOTAL 1,146.25 S.F. 56q.85 S.F. 1,551.00 S.F. 524.-1.15 S.F. 1,116.13 5.F. 56c1.85 5.F. 1,-116.15 S.F. 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 SEISMIC ZONE: D2 R WIND SPEED: 85 MPH 3 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 WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLD 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" 1/4" PLATE WASHERS @ 4' -0" O.C. UNLESS NOTED OTHERWISE. 7" MINIMUM EMBED. 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. PLANNING APP-ROVED • • Na changes can be made. fo fhese "plans'without approval from the — Planning Division of DCD Approved By: Date: INK SEPARATE PERMIT REQUIRED FOR: LMechanical Llectrical umbing Cas Piping (7,-y of Tukwila . iv1SI()NN S PARATE PERMI QUIRED FO w _..y P ,ing • as Pi g ity of Ti ukw BUILDING DIVISI - EVISIONS . No changes sh be made t of work witho • dor ap • of Tukwila Bun .7. 1 sion. NOTE: Revisions wil ire . •ew pl=?n subrnittcl and may include addaional p.c.: Er.., ,, f ^ . REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. T is ens will require a new plan submittal may include additional plan review fees. 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 9 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 BUILT WINDOWS TO Br=a 'ONSTRUCTED TO PERMIT MAX. INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PER AS TESTED BY STANDARD ASTM E 288.83. SITE BUILT AND MILLWORK WOODEN SA ~'° ARE EXEMPT FROM INFILTRATION CRITERIA BUT SHALL BE MADE. WE INER- STRIPPED, CAULKED AND BE MADE TIGHTLY. GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM OF OPERABLE AREA. As J ¥uicoPv i. Permitio. p11 -2b Plan review approval is 4thjectio agars and orris . tt pYova! of construction documents does not authorize cs i W ,;elation of any adopte0.code or ordinance. Receipt r approved Field Copy and am ions.isacknowledged By. Date: WWI/ City Of Tkikwiia BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPPMED F`N..092011 �-7- City of Tukwila PUI LDINGDI VISiON RECEIVED 7bFEB, .Q22011 ,PERMITCENTER DRAWING INDEX Al SITE PLAN A1.1 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 WALL SCHEDULE A9 NORTH & EAST ELEVATIONS A10 SOUTH & WEST ELEVATIONS GI) imu 0 PER CITY REQUIREMENT] O m SCALE: NOTED I E-1 O Z r p4w oz . :ED BY: O m SCALE: NOTED I E-1 I .4( t". -SHEET] OF / 11 CONSTRUCTION ACCESS E2.1O LENGTH PER THE DPD SITE DEVELOPMENT INSPECTOR 4 " -8" QU ARRY SPATES GEO— TEXTILE FABRIC 1 2" MIN. THICKNESS PROVIDE FULL MOTH INGRESS /EGRESS AREA STABIUZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PARKING, INCLUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABIUZED ACCESS WILL BE CONSIDERED. REASON • PU UC AMOUNT OF MUD, DIRT, ROADS BY MOTOR VEHICLES OR RUNOFF. ETC. TRANSPORTED ONTO SYMBOL: REASON- PERMANENTT STABIUZA11ON ENTERING DRAINAGE SYSTEMS PRIOR TO DI ST STORM 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 ■■■■.t MEW. MUM 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL —PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH MAXIMUM 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. DISTURBED AR AS DURING CONSTRUCTION. OF O DECREASE UVEL CITY OF SHEET CFLOWS. FROM SYMBOL: PLASTIC COVERING. STOCKPILES ANCHOR WEIGHTS WITH STAKES 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.. 10' MAX. El 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. 10' MAX. --t 31 MIN. , REASON • DISTURBEDEAREAS IMMEDIATE THAT TEMPORARY BY MULCHING SLOPES AND SYMBOL: UP SIDE DOWN WYE SPLASH BLOCK 4' -O" DIA. WASHED GRAVEL DRY WELL DETAIL NO SCALE S" D.I. WATER MAIN 8" D.I. WATER MAIN 48TH AVE. SOUTH \ \ I CONSTRUCTION ACCESS In ' 589117'24 "1 100.00' STOCKPILE CPC 0 L WNW \ ■ \ PROPOSED 5FR WITH (2) \ CAR GARAGE GARAGE F.F. EL. 1.0' 1I SILT FENCE (TYP.) Mb MS STORMWATER CONTROL PLAN 00 MG fI 9 I Mo IM 581°1124 "E 100.00' —�— in ■MI4 SCALE: 1/8" =1 -O" EXISTS SHO 5.5. EXIST'S S.S.M.H: 48TH AVE. SOUTH t4i NEW IINATE . SERVICE CON 4EG 6 C/O 4 4" TEST T TWO 6x4 NYE'S ~— EXIST'S WATER METER EXIST'G 6" PVC SIDE SEM ,■,_ TH ..5.5' C/O RAISED Ailk TO GRADE ir . ..�� :� ibLi ill �EV. NEW 4 "0 PVC 55 ; MI ME MD NM \ I NEW 4" PVC SIDE SEWER CONNECTION 1 7' NORTH EXIST'S M.H. PER CITY OF TUKWILA REQUIREMENTS .t,y 405e ExI5T'C? 8" CP Se W'Th. \ \ TYP I CS GONG. DRIYSINAY N 4Ro A.1 s►ili w^q uaE MI NM &No MINIIIIIMM 58 911 7'24 "E \ 100.00Y PLUGGED CLEAN OUT \ ,ct'n reviewed by ' be b. nblic nt for conformance with current ,�. Acceptance is subject to errors and -rn issions which do not authorize violations of €oopted standardsgroldmances. the responsibility o r the adequatretkitidesign rests totally with the de signetkintiMdeletions or revisions to these drawings date will void this acceptance and wig nolo a tesubtnittal of revised drawings for su•sequent approval. Final acceptance is subject to field inspection by the Public'Sx,'orl:s utilities inspector. Date: By: ■ m, MP MIMMIM 511555L De ..... a \ \ \ 1 \ D5 PROPOSED 5FR WITH (2) \ CAR GARAGE GARAGE F.F. EL 1.0' ,/L TypL. CdfDE2 TION __N01MINININ■_____■r rrr.M* NEW 3/4' WATER MET =R AS PER CITY OF TUKIMILA REG UIREMENTS I I 5/4' TYPE 'K' / I ■COPPER raa sNINVINONIIIIIIIIM11r•■■• I _I I� 4" PERFORATED rVC 4 "cP DS l���wsw \ \ 4 "cpDS� S DE-COMPLIANCt--. APD fVFtt - Fp092011 1 I I CityotT • a - -= N - II wig: ' DRY WELL SEE DET 1 /A 1.1 (TYP.) \ 5 8 9° 1 7' 2 4" E 100.00' MD MN M. WM IMI.MMe• aM q■MMIIIID M. MP OM Om 1M ( ry m 1 1,0 to I \ RECEIVED, 1 FEB' 02 2011— A= PERMITCENTER .. I - 1)-11%.---0219 {b WATER 8 SEWER 5GALE: 1/5" =1' -0" EXIST'G FIRE HYDRANT EXIST 1 2" WATER MAIN EXIST' ' S" PVC SEWER LINE V1 PER CITY REQUIREMENT SCALE: NOTED FQ 0 tr o Ca 't CS Z N.) 0 SCALE: NOTED FQ Ca r -144 CT 41: �SHEET� Al OF %11 46'42" NOTE: SEE SHEET AS FOR HOLDOIAIN LOCATIONS SI-6" 4 61-5" ,/ -4,,"4=>=4-4= .4= )4' •••- \„( y sN": >,;" \K ‘`,/ \ • '••••` \,•-• s>1 e' \K". \'')e )( 2<„ \/ >" ),•,` `-.)4.' \/\ ,‘„r ‘..)‹ \ N(/ \„-,••• R.- 1 0 RIDGID INSUL. EXTEND 24" 4" CONG. SLAB, 6x6 / 10 o/ 4" GRAVEL FILL uil6 MIL BLACK Y.B. a \ /„.„ K >K s„e ‘sur, >•,,, ,>••••,. X ‘,/ ‘.‘v y, >4 X' X. X :›Q • 1%,."' ,,%c•>`\„)<I, •••., , r r .1 GONST. JOINTS 21-0" 4" GONG. GRAVEL FILL TOWARD 6x6 / 1 SLAB o/ 4" SLOPED 3" 1,00R.S.w/ Ox 1 0 MAN 4'-6" C \-,"; ' N . ;‹ ; X >(' SUBFL NAILING: 3/4" T 4 G GDX FLYY1D GLUED 4 NAILED w/ 5c1 @ 6" O.G. @ SUPPORT EDGES Scl @ 1 2" 0.G. (4) INTERIOR SUPPORTS ..4./...,,, ,.,-,_,.(5,,./..,x(\;.),,,,X7,>7f.../'))(4::‘ :><1.:7).X..."'s"".,„,/ )( ), ''Y ',,c; A.„X, ''. \ x>.....,j),.: X„ ...,X' i\,../., :-.. r \ ../('' -,..,..,>-., r \ /..,..r,.. ,...:\ ..,' -. X x - • 5:/.- ':V'cl:::)>Krsll:x::;>■'>‘':/\4'x'—;:t7, :...X\:)."1:iix \,,:c/Yi, \,;/ L. ' ,--,•••,--, „..., \..„ •„/ .< .., is, i \ s, , .,' 1, •17. ., X'.1X )(‘ /..\ r \/ '`," )< \/. s(• X • "y 'y M\' -‘,/\•./ 1,..: •.' \•/):i '":5</‘Y x .x 1.:1 X x „./\---1„.• .\/.:".1:'':1;:..' .\,/ ''')</ ly , y.N,e. ''>< Y./ 1--,. v ‘,.•,1 '"< „ • \ ,?< >,‹• - • 12/"," "- ;)/ )•.-; x SIM. r- I- PET. 4/A2 1 S"x 1 S"x 1 0" GONG. PORCH FT'G (TYP FOR 5) FOUNDATION FLAN SCALE: 1/4"= 1 '-0" —1 2x 6 STUDS 4" CONG. SLAB w/ 6x610x10 MAIM o/6 MIL. BLACK V.B. o/ 4" GRANULAR FILL ... #4 BAR VERT. 1 2" 0.C. 4 HORZ. @ 12" O.G. (2) #4 BARS CONT. a 2x P.T. SILL PLATE w/ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND 1" MN. EMBED. USE GALV. WASHERS PER STRUCT. NOTES . (1) #4 BAR GONT. MAX 6" BELOW TOP OF FIN. WALL 2-#4 CONT. A 4" a" 16" z IGHTLINE I STORM = DRAIN CO GARAGE NALL SCALE: 5/4"= l'-O" 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 2x P.T. SILL PLATE w/ANCHOR BOLTS PER 5HEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND 1" MIN. EMBED. USE 20 x3/ 1 6" GALV. WASHES. R-10 RIDGII, INSUL. EXTEND 24" rt WHIMISUMMIS \<\ 6 MIL. BLACK V.B. 4" GRANULAR FILL #4 co 1 2" O.G. TIGHTLINE STORM DRAIN SEE SHEET A2 NOTE: IF STEMWALL CAST SEPARATE FROM FT'G, USE #4 VERTICAL @ 4S" 0.C. (MIN) w/ STD HOOK IN FT'G' 3" ABOVE SOT. OF FT'. FOUNDATION 'MALL SCALE: 5/4"=1'-0" '13544A' w/ 2-1/2" GALV. MB. 1 0" SONOTUBE PLINTH • .; / </\ \ \ /./ F.T. 4x4 PF#2 POST 3-#3 TIES IN TOP 5" 4- 1*4 BASS VERT.* #3 TIES @ S" O.C. ..„, • : • . . • .• ;,• </7 1:KI /4 PORCH FT'6 COMPACT EXIST'G SOIL. _,?) SCALE: 3/4"= l'-O" tuq. 0210 REVIEWED FOR CODE COMPLIANCE ApPanvF0 FEB 09 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 02 2011 PERMITCENTER [EXPIRES 07 JUNE TRutt-rutzAt-cks cn ti 8 PER CITY REQUIREMENTSj r- 0 m 7. SCALE: NOTED < A '(c (Z) ' � Z — t:44-iozci) .._) CI :1 PC1 g I CHECKED BY: r- 0 m 7. SCALE: NOTED SHEET A/ Or / 1 1 5 5' -O" 2'- 1 1" 3'- 1" 2' —O" FASTEN SHEATHING TO HEADER WITH Sd COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) MIN. (2) 2" X 6" (TYP.) FASTEN SHEATHING TO HEADER W/ Sd COMMON OR GALA/. BOX NAILS #4 3" GRID PATTERN AS SHOWN AND 3" O.G. IN ALL FRAMING (STUDS, BLOCKING, AND SILL PLATES) TYP. 'STHD 14' (TYP) GLB 5 1 /2 "xq 1/2" 24F 4' -6" N.T.S. MIN. 2 "X2 "X3/ 1 6" PLATE WASHER ANCHOR BOLT PER R4O3.1.6 (TYP.) FOUNDATION PER PLAN 50 CFM VT09 FAMILY ROOM /// % / / ////// .tt. • FURN. VTOS COATS WH VTOS STORAGE dJ m WATER H TER SHALL BE TROY' WITH SEISMIC ANGH+ STRAP HOLDERS T LL STUDS AT UPPER ND LOWER ONE -THIRD POINTS AMP PROVIDE 4" INSULATION AT BASE. GARAGE GARAGE GARAC -E 6x6 POST DR. ' `-Y DR. W /'ECCQ-i6SDS2.5 `-i' OPENER 63/4 "x22%2' GLB OPENER I W2,24F,1.SE -�` - - ---- - -- �--- - r_ _ "°�'" --- 5 /S" TYPE 'X' AT ALL WALLS 4 CEILING. 5 1 /2 "X 1 1 /2" cpLB SINGLE F CE q' -O" 41-6" 2' -0" 6'_ "i" 3'- q" 4' -0" 5-S" 21- 1 1 " 31-1" Appliances located 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. (MC 303.5) Air exhaust and intake openings that terminate outdoors shall be protected with corrosion - resistant screen minimum open size of 1/4 inch or maximum 1/2 inch... and protected against weather conditions. LOWER FLOOR PLAN SCALE: 1 /4 "= 1' -O" LEGEND 2X6 STUDS @ 1 6" O.C. 2x4 STUDS @ lb" O.G. SMOKE DETECTOR PER IBC R 313.1 5G SAFETY GLAZING EXIST'G SHEATHIN *SIDING P.T. 2X BLOCK W/ SLOPED TOP ADD 2x BLK MAK HEIGHT 1 • • • • • • • • • • • • • • 4t tt • • • • • • • • • • • • • • • •• •• • • • • • • • L. 0 'LSTA2 1' STRAP OPPOSITE SHEATHING JAIIil. 2x12 P.T. DF #2 0 1,1.2'O.G. • • • • • • • • • ■ 4 4 i • • ti • • • • • • • • • • i • • • • • • • • • • • • • • • • • I. 4 GLB 5 1 /2 "0q 1 /2" 24F SHEATHING FILLER IF NEEDED 'LSTA2 1' 1 6d SINKER NAILS IN 2 ROWS @ 5" O.G. 'STHD 1 4' (TYP) ELEVATION SECTION 'A-A' GARAGE PORTAL- FRAME FLASHING TUCKED UNDER SIDINGS EXTENDED BELOW LOWEST PIECE OF SIDING. SCALE: 1 /2 " =1' -O" 'U21 O' JOIST HANGER 2X 1 2 P.T. LEDGER 5/S "d7 GALV. M.B. 0 16" D.G. i2 PORGH LE17G R 5 SCALE: 1 /2"= 1' -0" FLUSH FRAME PROVIDE SIMPSON U26 it U26 -2 HANGERS NAIL INTO RIM JOISTS 2x5 P.T. LEDGER 4' 2xS P.T. JOISTS @ le," O.G. w /'H 1' @ EA. JOIST. 4x4 P.T. RAIL POST (TYP) 2 x 1 2 P.T. CARRIAGE` 1 2x 1 2x 1 O CONC. FT'G (TYP) w/ 4x4 P.T. POSTS 4 'PBS44A' POST BASE NOTE PET. 5/A3 TYP. STAIR SECTION 2x4 CEDAR HANDRAIL 2x4 CEDAR �— 4x4 CEDAR POST �— 2X2 CEDAR BALUSTERS ENTRY STAIRS FRAMING PLAN SCALE: 1 / 2 " =1 '-0" GALV. BOLTS U2 1 O' u1/ 10-10c1 1x12 TRIM J� P.T. 4x 12 PC44' P.T. 4x4 POST 4" PORCH RAILING SCALE: 1 /2 "= 2x P.T. TREADS 8 RISERS GALV. STEEL ANGEL LAGGED TO CARRIAGE 8 A.B. TO GONG. -OIS 1' -O" - 2x 1 2 P.T. CARRIAGE RECEIVED FEB 022011 PERMIT CENTER YP. STAIR SEGTION GALE: 1 /2 "= 1' -O" - REVIEWED FOR •._ L -- APP l viFt) FEB092 City of Tukwila BUILDING DIVISION 0 U z w I W 5 l) pL w l_ IT 0 St 0 z -SHEET-, A3% or %11 'KED BY: r Q SCALE: NOTED A -SHEET-, A3% or %11 CHECKLIST WASHINGTON STATE ENERGY CODE ELECTRIC RESISTANCE 1 OOGFM OTHER FUELS 50GFM CH. 6 PRESCRIPTIVE 50GFM CH. 5 TRADEOFF OPTION NUMBER IV PROPOSED INSULATION rxW>--40Zctl MAX. GLAZING PERCENTAGE ALLOWED 15% FLAT CEILINGS / 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 / 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 NHOLE HOUSE VENTILATION LOCATION KITCHEN FAN (1) 1 OOGFM BATHROOM FAN (5) 50GFM LAUNDRY FAN (1) 50GFM WHOLE HOUSE FAN (CHOOSE ONE) O 50CFM ( 1 -2 BEDROOMS) O SOCFM ( 3 BEDROOMS) 0 1 OOGFM ( 4 BEDROOMS) 1 20CFM ( 5 BEDROOMS) NOTE: 1 OOGFM WHOLE HOUSE FAN WITH 24 HOUR TIMER SWITCH HOT WIRE AND UNDERCUT POOR FOR AIR PASSAGE TYPICAL. TOP PLATE SPLICES USE 11-16d THIS GRID 3 TOP PLATE SPLICES USE 5- 1 6d THIS GRID 'GS16'W/ 1Od @4" O.G. SEE DET. 5/A4 INIM U- N x N I- 7 'C -518 "x W/15 -1 4 > 4 p H 4x8 '(T ' -0 Od( 1/ 1U2 0- E. 4 Ork b 4x 'Pa".44 4x4 POST 2 U- (1 SUBFL NAILING: 3 /4 "T4GCDXPLYWD GLUED 4 NAILED W/ S d @ 6" O.G. @ SUPPORT EDGES SCI @ 12 "O.G.@ INTERIOR SUPPORTS a X TOP PLATE SPLICES USE 6-16d THIS GRID UPPER FLOOR FRA1IN& PLAN lCi6 -i6 A C 6 � 6 mod •S. TOP PLATE SPLICES USE 5-16d THIS GRID NAIL SHEATH'G TO 2X BLOCK'G NAILS W/ ad COMMON NAILS @ 6" O.G. 'A35' CLIP PER S.W. SGHEDU E COMPOSITION ROOFING 0/ 15# FELT 1/16" UNBLOGK'D GDX OR 055 SHEATHING w /Sd @ 6" O.G. / 1 2" INTERM. 2/ �1 EAVE DETAIL. 4 SCALE: S/4 " =1' —O" R -3S INSUL. INSULATION BAFFLE PROVIDE 1-1/2" MIN. CLEAR VENTED AIR SPACE OVER INSULATION NAIL TO UPPER MOST TOP PLATE PER S.W. SCHEDULE. GAL. FLASH' PER 5.W. 5G1-1E17 UPPER FLOOR i3\ UPPER FLOOR UPPER FLOOR 3/4" TitG PLYWD SHEATHING (GLUE 4 NAIL) (TYP) 2X 1 2 FLOOR JOIST @ 16" O.G. 2x6 STUDS @ 1 6 0.C. 1 5/32" GDX OR 055 )^I/ VAPOR BARRIER LOWER FLOOR FLOOR e EXT. WALL L. SCALE: 5/4 "= 1 ' —O" REF. LINE 'B' PET. i w r z I 1)4" O MN. CONT. HANDRAIL SEE DET. 4 -A /4 ER 'A34' 1 /2" G.W.B. BELOW STAIRS, WALLS 4 CEILING. 2x4 THR BLOCK (3) 2x 1 2 FIRE BLK'G @ STRINGERS MID -SPAN 4 INTERIOR STAIR SECTION A4 SCALE: 1 /2 "= 1 ' -0" 02...19 REVIEWED FOR com COMPLIANC-g- AppanVED FEB 0 -9 2011 City of Tukwila UILWING DIVISION W -� RECEIVED FEB -02 2011 PERMIT C�IyIE� 'i"70707 ZE OPOZ I ii i SCALE: NOTED 04 g rxW>--40Zctl v Q i SCALE: NOTED 04 g J Y 1— 4: -SHEET-, OF / 1 1 RANGE 1 OOGFM EF VTO5 UPPER FLOOR PLAN SCALE: 1 /4 " =1' -0" LEGEND 2x6 STUDS @ 1 6" O.G. 2x4 STUDS @ 1 6" O.C. O SMOKE DETECTOR PER IBC R 3 1 3.1 5G SAFETY GLAZING WINDOW SCHEDULE (ALL WINDOWS SHALL BE U =.35) SYM 1 2 3 4 5 6 7 8 TOTA SIZE 3 -0x4 -O 4 -Ox3 -6 6 -0x3 -0 2 -0x5 -O 6 -0x5 -O 3 -0x5 -O 2 -0x5 -O 3 -Ox1 -6 4 -0x3 -O L SQ. 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.SEDRM DINING DINING DINING ENTRY CLOSET KITCHEN OY'+IS IN CONDIT 4 4 1 2 1 2 1 4 1 IONED SPAC E TOTAL REMARKS 12 14 18 10 30 15 10 4.5 12 48 56 18 20 30 30 10 15 12 242 SAFETY GLAZING SAFETY GLAZING DO SYM OR SCH SIZE EDULE TYPE A S C D F H J K 3068 2668 2068 2668 3068 6068 3065 2068 6068 90 -10 4068 50 SC HG HC SC SLID'G GL. BI -FOLD POCKET SI -PASS OVERHP SI -FOLD LOCATION U- FACTOR QUANTITY REMARKS ENTRY STAIR /LND. BEDRM /BATH SEDRM GARAGE FAMILY LIN CLOSET CLOSET GARAGE LAUNDRY 0.20 12 4 6 5 1 1 2 2 2 2 1 w/ DBSERVATION PORT PAIR POOR 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 in IN HEIGHT. 5. MAX. DOOR OPENING PRESSURES ARE LIMITED TO 8.5 LBS. AT EXTERIIOR DOORS AND 5.0 LBS. AT INTERIOR DOORS. 6. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. 7. PROVIDE DEAD BOLTS OR OTHER LOCKING DEVICE FOR SLIDING GLASS DOORS. REVIEWS' FOR COMPLIANCE FEB 092011 Q y Iuk,®wila ILDLNG D!VISI0N RECEIVED FEB-0-2- 2011 PERMIT CENTER D1 EXPirtES 07 JUNE' I 02 b id3 -SHEET-, A / OF /11 :KED BY: - I 1- 0 j SCALE: NOTED A id3 -SHEET-, A / OF /11 0 4 5' -0" P.E. TRUSSES @ 24" O.G. ROOF VENT GALLS. MAIN ROOF AREA: 13145F /3OOc4.655FREQ'D 4.65 5F / 2 2.32 5F VENTING REQ'G AT ROOF RIDGE 2.32 5F / (.44 x .7 5) a 1 VENTS REQ'D. GARAGE ROOF AREA: 1 63 5F I 30 m .56 5F REQ'D TOP,IL SPLICES: USE GI-16d COMMON TOP1 SPLICES: USE 5-16d GOMM 0 r • N ION MP JIM 1111111=1. ■ 1 _- 2x6 AFT; R5 @ 24" v.C. W l'H5' GA- AGE OOF —41 PM I C. 1- • 11/7 ir‘d' MIL TOPE SPLICES: USE 5-16d COMMON 2X10 RAFTERS @ 24" O.G. 1 TOPS,' SPLICE : USE 9- 1 6d CO MON 4x6 HF #2. 0 • 241-0" P.E. JACK TRUSSES @ 24" O.G. ROOF FRAM I NO FLAN SCALE: 1/4"=11-0" 'H5' HURRICANE TIE AT EA. TRUSS BEARING 'PG44' ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE VENT BLOCKING OVER SUPPORTS. 3. THE APPROVED TRU55 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 RMV RIDGE BLK'G KEEP SHEATHING 1 Y2" FROM RIDGE BOARD. TRUSS PER PL READ AT PANEL EDGES � RIDGE VENT 6 SCALE: 5/4 "= 1' -0" 1J WOZ9 REVIEWED FOR CODE COMPLIANCE ApponVFD FEB 092011 C' of Tukwila a,� .... v L.UUu.J r • . �.o.•a.�a RECFNE tiny' 02 -7011 PERMIT CENTEA 9M0A-rutzAt. mu( l 0 U CHECKED BY: I DATE: JUN.01 SCALE: NOTED O z v a as CHECKED BY: I DATE: JUN.01 SCALE: NOTED isa TIMM TOIMIOM COMPOSITION ROOFING 0/ 15# FELT 5/8 UN5LOGKD C12X OR 055 SHEATHING w /Sd @ 6" O.G. / 12" INTERIM. PET. 1/A4 A MPG TRUS @ 24" O.G. U 12 Ia R-38 INSUL. INSULATION E PROVIDE 1- CLEAR VENT SPACE OVEF INSULATION AFFLE /2" MIN. D AIR 26 GA. G.I. FL 5H'G 'LSU26' w/ 2 LEDGER 12 2x6 STUDS @ 1610.C. 1 5/32" GDX OR 055 W/ VAPOR BARRIER 3/4" ThG PLYND SHEATHING (GLUE 4 NAIL) (TYP) R -2 1 INSUL. 5/8" GDX w/ Sd Q COMMON@ 6" O.G. (EDGES) 4 1 2" O.G. INTERIM. 2x6 RAFTERS @ 24" O.G. w/ 'H3' 2x SL'K w/ 2" SCREEN VENT igismosiagammormaingeffewszfismisomffis""mmgm', NE= /*w i a /i:\ %i, i�� %ii` /i\ \/ • ,>,, /, \,>' />,, /r, / -, •> m: \ tifit \ RIDGE INSUL. y��.: ;.': •f EXTEND 2' UNDER L, /..;,/ PET. 2A2 SLAB MF'G TRUSS @ 24" O.G. 1 6 MIL BLACK V.B. PET. 1A2 ASH'G DIAPHRAGM NAILING CONT. 2x4 SLK' A STEEL ANGLE —' POST OST CAP GALV. LAGGED TO CARRIAGE 4 A.S. TO GONG. 'P5544A' POST SASE DET. 4/A2 RIDGE All NAM ' •WANNV 494.61016 'LU24' HANGER DET. 1/ DINING ROOM LIVING ROOM P.E. JACK TRUSS @ 24" O.G. 2x SL'K w /2" SCREEN VENT PLATE 'A34' PER f.W. SCHED. 1914. FL DET. 2/ 001 41,V 2X 1 2 DF #2 F.J. @ 16" O.G. ENTRY LAND'G GARAGE 5/S" TYP 'X' GYMS ALL !MALLS 4 CL'G IN GARAGE BEDROOM #2 CLOSET •, /' ', • • / 1/ r/ / �/i l �l /,l /il %�l \� l /ltill / / / / \�\ �� \f / \ / / / ✓.. \/ \/ \� \/ <4 < \��\. \\\ /Ax/� \ � \ \r\ \�\ / \ r r \ /�,/� \ �.i�� \\.�,� \ � /\Yj� �l /l \�/ /.ill %� /l\ , l/\/ \lkf„ \!/,\! /,\ \ /,v %l %`llX\ X\ X�\!Xe., X\ % l%!% lr�l/, �l / /.�l/,�l /, </.�l /. ✓.!/,�T ✓/, /" /.� ..� /,� /. /, / \ \�, il N. FL. IN. SD. DET. 2A2 r DET. 1A2 I REVIEW O FOR CODE COMP City � y tTukwila UILDLNC I IUISION RECEIVED FEB ``02 22011 PERMIT CENTER cri ?4. 9. o IPER CITY REQUIREMENT1 r el i SCALE: NOTED A 4/8/09 A G4 -KED BY: I r el i SCALE: NOTED A A c-- I— r-,SHEET-, AV" oF /711 . tructu.ra1 Notes_ • Coda.liltainaltional Building bode (IBS), 003:edition, plus total amendrneflts:: Live Loads: Floor Roof Snow Wind. Seismic designed using 6implifil Shear =10.3 kips, F1'7"-' : 6.0, I 1 Lateral Forces: The plywood roof diaphragm delivers horizontal forces to plywood clad wood shear walis, which in turn deliver the forces to reinforced concrete foundation walls via anchor bolts through the sill plates of the walls: :Overturrting forces are transferred from the end members of the sheer Walls via ;Simpson 1h61d -down hardware into the concrete foundation war 40..psf 25 ps(. 5mph, Exposure " B" '�rocedurl for Site Class Chi 's = .1 53,`x''61 ='0 53 Sds • ,, Base Foundation' Footingszere assumed to have allowable bearing pressure of 1 500 psf. The hearing surfaces are to be examined by`al geotechni+cal engineer to confirm this assumption. Footings shall bear on firrn : +undisturbed soil or structural Compacted fill at least 18" bek w,frtish grade. y Concrete :•(unsupervised stresses), F'c = 2,501, psi et 2a days Use a minimum of 51 sacks of cement per cubic yard of concrete and a`fmaximum of 5% gallons of uwater`:per 94# sack of. cement. Concrete protection for reinforcing: Bottom of footin it 3" 1 1/2 ". All concrete in footings shall be placed monolitrilcaliy. Aluminum conduit and accessories shall not bey embedded in concrete Call the building department for inspection of reinforcing steel and ;formwork: prior to placing concrete. Reinforcing Steel: (Unsupervised stresses) Bars shall conform to ASTM A615 Grade 40. Lap all splices 36 diameters minimum Fiber mesh may be used to reinforce the slab -on- grade, proportioned in accordance with merit ;facturer's recommendations Contractor shall •submit brand name of product :and .ntended quantities, or •at contractor's option, :weelded with fabric (WWF) 6x6, 1 411.4• placed at •mid depth of the slabs 11 WF shall be held in position With *5 raiser bars at 4' o c each way. 'Formed s:urt tees a osed:::t 'artn Steel Anchor Rods (Bolts): Use galvanized, headed anchor bolts per ASTM F- 1554, Grade A36, with heads embedded in the continuous foundation walls to a depth of 7" (minimum). They shall be hot-dipped galvanized due to contact with pressure treated lumber. Structural LurnberITinabs,rt AU :lumber shall be graded in accordance with current Rules for Western Lumber. Use the following species unless noted otherypise on the plans: 2XStuds Joists & Rafters Headers & Flush Beams. Beams (4x) Beams and ` Columns VYVW.'P'A Standard Grading and`minimLind'grades DF -L #2 • Glued: Laminated beams to be western species, 24': F, 1 '1'E :sell ter in contact with concrtete shalt be All lurriber exl�Iased tc► a�esthei, , pres3ure treated, Qot se, ell scars, cuts and drill :holes with two: colts. of the:.same d rriember cheri�Ical es the taste AII' 1 wood; gall be APA rated sheathing (CD ) with a minimum span rating of 32/1 for reef and 2410 for walls. Block all panel ledges ire the ells. Looking` It fraar ng and srehqeuatirheid fo, Ar tll h ne aiols odaphragm. Use only common size na[is for to be dri en' wltri heads fl�usl with the plywood- surface. Metal connection hardware al stainless Steel or hot-dipped gaivaniZe wood framing. Refer to the Shearwa l Schedule A36) sizes and spacings Provide 3" x 3" each sill plate anchor bolt between the .;.:: • 'son Strong Tie products. Proved where in contact with treated tar r bolt. (ABTM F -1554, Grade Ilvaniod .plate washers.for and the rtut. Roof Trusses g Roof trusses shall be designed and plant fabricated in accordance with be Trusses shall be. • connectors shall be IBC approved. : _ All mechanical +� AfiIBIlTP'I i, A :.: :. ,:,.., , . based o vibe ., loads ...i with :dead ::loa. :. �abt�ve. and w loads specified designed I,ISIiI the live p deslg g .. l submit architectural drawings. Fabricator steal . rnat+enals specified on the arch drawings, calculations and code approval data for the mechanical; connectors to . +�r� the in the field Verify all truss 1. prior to fabrloatinn:l�er fy 9 the Engineer for review p r rinr tn:fAbricAtinn_ E ra lmi i rr g Notes: of Framin e- solid biockin for roof fr.:arning at . 1 lrf3vide continuous Vented .g cn plan Nail the sheathing panel edges at spacings shown the ,,.. o p and at l„ to at intermediate supports 3, :Roof diaphragl s are unblocked.: Wall Framing 1 Hot dipped ••galvanized :headed anchor bolts shall be •located .', : 6 ". f r of. > l each end of the 111 lae nd 4' 0 " (maximum): using 5/8" .diameter ." 155 'Grade 6headed bolts.with 7, ";(m.n.) embedment nto the. conVre te. .Place : aivarlzed square Y ri steel R la t e �Is h ntit-Ohd the sill plate. .. ; ors etween t e . h b es evil, blockln to be,, #� or better. Studs, t�tt 9 .. ]ill �;�' ..:. .:., . . ,, I teas and s to studs a 11111 all °,l�dgeS of panels pe[;th e ��h�aut� t , blt3 ckin`I ::, �. • of reach anel is the.frarning. at 12 „o.c. P�I:all :the lrlterior ; ,, (? bulldin See :.the ! ound'ation loan, econd Floor Framing Plait or n :Tie, hold -downs and for.IOc�tttans of �ltripeor� S #ro..g elev�tticns . tra S Where hold- dOWtilS are called out, connect them to double studs: using, fasteners •aco rnmended b Simpson Strong -Tie . i ellaneou disc ...; : , . .. .. , -. ..: , ntec`t s d ra'win s ;.Provide V ri size end to itiori of a!! openings vtirlth Aircl -1 g been .. e fy temporally bracing s required' until; -alt permanent connections have been installed'. A 'G522' X 3' -O" w/ 14-10d (1/2 E.E.) >T" 1N6 'PHD2 -51,53' (TYP. FOR 5) -rr 'G522' X 3' -O" w/ 14-10d(1/2 E.E.) I1 4l NORTH ELEVATION SCALE: 1 /4 "= 1' -0" 1^14 4 'G514' x 3' -O" w/ 54-10d(1/2 E.E.) (TYP FOR 4) 'PHD2 -51, (TYF. FOR 4) 1^16 A .f1 . 11. 11 1I II SOUTH ELEVATION SCALE: 1 /4 " =1' -0" III �- 'PH192 -51753' w /5 /S" A.B. '05221X S' -O" w/ 14-10d(1/2 1=.E.) (TYP. FOR '1) IN 6 Tr' 1f" rfl 111 II III '0520' W/ 16-10d HALF E.E. w6 'PH122 -51,53' w /5 /S" A.B. EAST ELEVATION SCALE: 1 /4 " = 1' -0" — 'G51S'X2' -6" w /20 -1Od( 1/2 E.E. P.-FOR 4) YV 6 '(L+ 1 S ") wj 14 -1 Od(1/2 E.E.) 'G522' X 4' -6" l w/ 14-10d NAILS_ (1/2 E.E.) W6 I1 WEST ELEVATION SCALE: 1 /4"= 1 ' -0" 'PHD2 -51753' 'PH176- 51,53'' — Rf,M1 .F ,CO E COmmi FEB 0 9.2G11 PERMIT CENTER r- 2' x 8' -O" 4- 10d(1/2 E.E.) RaE kiCEIVED - FEB- U 2 2011-- SHEAR WALL ELEVATIONS NAIL SCHEDULE E uLE SIZE COMMON LENGTH Sd 2.5" 1 Od " 3.00" 12c1 3.25 1 6d " 3.50" 17IAM. 0.131" 0.1 4S" 0. 0.1 6 2" Q I UP1177.3 07 JUNE MCA Vim/ S OC/1i Wit DAI i..abet. APA Rated Sheathing [1]!21[4]11211131 BUILDINGfliVISIQI1l: SHEAF_ NALL SGHEPLLE Nall Size & Spacing Edges viva Stud & Blocking Size Adjoining C� Edges [31ts1{bq. Rim Joist or block connection, to top P late I?lttsl Ws W4. W3 w2: 2W4123 2W312?. 2W2 `{?i 15/32 ".GDX,.. 0,131 "x2:5 ".© Cr o.c; 15/32" COX 1A36 24" o_c.. 2 X.Bottom Plate . Attachment o. i317x2.S,' Nailing To Wood Below tot: Sill Plate Attachment ,Anther Bait to 4111 Plata Size Concrete Bolo*: dation [lp]I�sl @:,Foun 1111. .. 0:162 ";x: 3.8" _@ 4" 0.C; :5/8 " :DIA:. —32" 0,C:. capacity 15/32" CIDX. 0:131 "x2•5.. o:c:/E;>_: .3x.... 15/32" COX .0:.162" x 3.5" 2" O C:: 01: .DtA. ;@.:16 ". O C , Install pane Required Notes s either horizontally or vertically 21 Where Sheathing .1s, a t all Panel edges.. . i re uired.at al ... . : .. ,.. ela.ckrng s. q P ... 9 . . ` r e ells indicated on. the lans :Ends. of full height. walls. are..designated by exterior of the building, corridors, . h a #the w r the entire [en gin P [4) Prrnrtde shear.wsll.shesthmgand nerlang.fo ... . I d. sI Hated .as: er'forated aheaiwalls require sheathing above and n ans::See: lans`f�or.:holdown requtrem8nts: "(Alternate: Hate: Viral r e g p .. w�ndovvs, or doorways;cr as designated o pl , p . o enin s .. blow -all . - P g1 .r,. 4 . r ldown.. osts. Refer. to the :holdown detalis for ill Is re ulred at all <hoidowri: oats;. :Fdge;nalling may alspbe regulr�ed.to •eachstud used in built up hq ., p , . ..Refer. Igl Sheathing edge hailing q,. .. p additional. iriformahort,, [6j Intermediate framing to.be with .2X minimum rnerrrbers : Field nailing 12, O C, • 173 Bated on :0 :131 x 1 -1/2" -don p nails :used to attach.frerninp clips direcllyb framing. Use 0;131 x 24/2" nails where-installed :over sheathing [8] Framing clips: A35 or LTP5 or. approved: equivalent 9 Where plate attachment:s cities: 2) rows of nails, provide double joist; rim c.r egdial. Attach. per details.: L1 p P� - .i , .` . 'with steel late: washers 3116x2.:x2 . Embed ;anchor :bolts 7" minimum into the concrete: [1oj {�n 5eismrc Desrgre �aie�ories- D,ERF): Anchor:bolts:shali • be.;pravidedw p _ Pot-dipped. alvanized electro- � latin Is not: acceptable) nails' and;connector plates 11 11 Pressure ireated-l>7ateriatcan cause excessive corrosion<in the:fasteners, Provide g .. ( p .. 9 (Paining angle's, etc )for all con n actor.,.. ncontact with 'pressure treat ad fro min me rnbers. . 1 Anetedgpjoints an 2x framing shall be staggered so that joints on the:o osite sidee are net located: on the scene studs; Alternate Notes ,1217/16" APA :rated >sheathing SO5t3) may be used In place of 15/32" sheathln [13] Where wood.:sheathing:(W) is applied over gypsum sheathing (G), contact the engineer of record for alternate nailingrequireinents. [1 4] At d I atnin 9 pa Hat edges, (2 ) 2x studs nailed together may b e used i n :p 1 a ce a f. :a in a 3x stud. Doub I a 2x studs Maybe b connec t ed together ether by Wallin 9. the studs ds to g ether with 3 ".long nails of the same s adin and diameter as the piste: nailing. :._.. [151 Contact the engineer of record for adhesive or expansian bolt alternatives to cast-Am-place anchor bolts,:(speciai inspection may be required).. .. rovidedthat all studs are aced at 1 6" 0G::. to A awe oZc as �SHEET- A8 OF 11 �SHEET- A8 OF 11 RIDGE PLATE FIN. FL-. PLATE A FIN. FL. 1-1 GARAGE FIN. FL. I PH L RIDGE PLATE FIN. FL.. 1 El II NORTH ELEVATION SCALE: 1 /4"= 1 '--0" 4 5 7 L J PLATE FIN. FL. NMI MAIN (3- f 0 I Fl - IIiii1 I• L 1 LI GARAGE FIN. 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