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Permit D07-196 - TRAN RESIDENCE - NEW HOUSE
TRAM RESIDENCE 12218 48 AV S D07 -196 Parcel No.: 0179001370 Address: 12218 48 AV S TUKW Suite No: Tenant: Name: TRAN RESIDENCE Address: 12218 48 AV S , TUKVVILA WA Citf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us Owner: Name: HUGHES MALENE A Address: 19800 PACIFIC HWY S E104 , SEATAC WA 98188 Phone: Contact Person: Name: DUC H. TRAN Address: 4903 N BEST RD , SPOKANE WA 99216 Phone: 206 218 -7756 Contractor: Name: OWNER AFFIDAVIT - DUC HOANG TRAN Address: Phone: Contractor License No: doc: IBC -10/06 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF 2708 SF SFR WITH 1332 SF ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE ACCESS DRIVEWAY, NEW SAN SIDE SEWER, STORM DRAINAGE, EROSION CONTROL, NEW WATER SERVICE - WM TURN ON (EXISTING IN THE GROUND BUT HAS BEEN OFFICIALLY OFF SINCE MAY, 2006). Value of Construction: $303,878.60 Fees Collected: $4,871.77 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Permit Number: D07 -196 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 Expiration Date: D07 -196 Printed: 08-07 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Y Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature. Print Name: doc: IBC-10 /06 City &'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 Y Y Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 50 c.y. I hereby certify that I have read and governing this work will be complie • - i er specified herein or not. Permit Number: D07 -196 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 End Time: Fill 10 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: 161 s permit and know the same to be true and correct. All provisions of law and ordinances 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. V4/0 /t Date:-C) U (TvA^UL/ 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. D07 -196 Printed: 08 -07 -2007 Parcel No.: 0179001370 Address: 12218 48 AV S TUKW Suite No: Tenant: TRAM RESIDENCE Swie 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -196 Status: ISSUED Applied Date: 06/05/2007 Issue Date: 08/07/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: 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. 12: 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. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D07 -196 Printed: 08 -07 -2007 Permit Center. 18: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: 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: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: Maximum grade for all projects is 15 %. 22: Adequate ground ladder access to rescue windows shall be provided. 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 25: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 26: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 27: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 28: 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. 29: Any material spilled onto any street shall be cleaned up immediately. 30: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 31: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 32: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. D07 -196 Printed: 08 -07 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 33: 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. 34: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 35: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 36: New sanitary side sewer shall be constructed per City of Tukwila RESIDENTIAL SANITARY SEWER Detail SS -02 which is attached as part of this permit approval. 37: PRIOR to Public Works FINAL Inspection applicant shall pay FULL King County Metro SANITARY SEWER FACILITY CHARGES and submit payment proof to Tukwila Permit Center. doc: Cond - 10/06 * *continued on next page ** D07 -196 Printed: 08 -07 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htql://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 r4.,/ u c Date: © Q D07 -196 Printed: 08 -07 -2007 Mailing Address: Name: E -Mail Address: Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Developmel'epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 Address: 1 d- t p 4-5 ' A}V t. S . Suite Number: Tenant Name: Property Owners Name: O U C N. 4 \/ Pr NI N. Tl(t 03 N a es T rU ?. S9DI44nIt City o we contact when your permit is ready to be issue l I C- H. N Day Telephone: Mailing Address: 4 x 03 W. g f S T S P oleptg E City State Zip CA IA 7 q (? Cj ANLOli1 Q- . ( DIM Fax Number: GENERAL C ONTRACTOR INFORMA I ION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 ) CJ KInIER • I. Contact Person: f C. H . E -Mail Address: duel Yy1 aA 1. (o Wi Contractor Registration Number: (J OFe fWotriT KoM E pes164- 1JS .2-Io P r1c- A-Jf. SPol fI City &('! t F-aRt(t.r Day Telephone: r ✓ 1 S o 9 W e-S T L • V1 e-t Fax Number: COG-ENE Ft s N Ef< Q:\Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: Di 7 g o n I 7 0 (Al ti/ State Floor: New Tenant: 0 .... Yes ❑ ..No 0 1gil h Zip tAhl q 60-1 b City State Zip Day Telephone: ('6) L.I 6 - 7 7s Fax Number: Expiration Date: State Zip c 4-SC D 17. ORD - All plans must E I ICTF nt Asti s ti 3..00 4- W. R-9. DTI S o rcca -601-tt.o S IV A q o) 7 City State Zip Day Telephone: (c 7 — roc' 7 Fax Number: Page 1 of 6 i 4 � Valuation of Project (contractor's bid pelf : $ Existing ilding Valuation: $ 7 0o0 Scope of Work (please provide detailed information): W E cnti ST Jcil orl OP TWO - S 2y rGESi 9 EnJ Pj (,t,7,ngst) Will there be new rack storage? ❑.... Yes Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh o If yes, a separate permit and plan submittal will be required. 1 f 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): 0 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documen . tion that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 3 Compact: Will there be a change in use? ❑ Yes No If "yes ", explain: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm (k 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 Saf ata 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. Page 2 of 6 Scope of Work (please provide detailed information): �v�l CPnI s 1 a � o F TUIo - STD ity (LC- O EN r► r j_ Water District ...Tukwila 0... Water District #125 ❑ .. Highline ...Water Availability Provided Sewer District ...Tukwila ❑... ValVue ❑ .. Renton ...Sewer Use Certificate 0... Sewer Availability Provided Please refer to Public Works Bulletin #1 for fees and estimate sheet. Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public _ Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: U 0 C I "/ 2 V ,,� n Mailing Address: Oct 17 3 I (. err 1' O Water Meter Refund/Billing: Name: J V C Mailing Address: 4c1 0 3 (V , c ES itfi Day Telephone: ( 0 6) I S— 771 S PO1c41-NE tAlA gq0 6 City State Zip Day Telephone:(c 0 6) 0 I - 77 $3 s ( Q V- NE WA 1V-I 6 City State Zip Q:Wppliations\Pmtns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding Page 3 of 6 Unit Type:;:. .'Qty.: Unit Type: ;'..y Qty :. 'Unit Type Qty ,. Boiler /Compressor.- ,' Qty B TU f I Air Handling Unit >10,000 CFM Fire Damper 0 - 3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat f 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove I 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 — Command Y1� iQ UJ.1llNI U KMA 11 it MECHANICAL CONTRACTOR RMATION Company Name: Mailing Address: OuJ(\ICI( 41o3 f'l. $FSY rte. 431-367 son seANI E l.Ja Q Q,2-16 City State Zip Contact Person: % U C H. T Day Telephone: (g. b) ,,2- I ' - 77 E -Mail Address: (i lA C filr'Gt i/1 1 o W 0 Q . (o W! Fax Number: Contractor Registration Number: ( Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 'VIA 2) �� 0 Scope of Work (please provide detailed information): M E- ( (A-NI (A- 0) Q i- K FD I ( P VJ H 0M f= Use: Residential: New .... Replacement .... Commercial: New .... Replacement .... 0 Fuel Type: Electric 0 Gas .... 1 Other: Indicate type of mechanical work being installed and the quantity below: Q:\ Applications\Fonna- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bit Page 4 of 6 Fixture Type- " : . ' . . Qty ' Fixture Type :. + . Qty . Fixture Type . '.. `(qty ; Fixture Type: " Bathtub or combination bath/shower 2 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets r J Bidet Food -waste grinder, commercial i T Receptor, indirect waste Clothes washer, domestic I Floor drain f Sinks ,41- Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain ' Lavatory . 3 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contractor Registration Number: OW Ai E( el-a03 n(. a �. City State .n Zip Contact Person: D dc T 1�rJt I (c6 p -f a Day Telephone: � _ 1 4 - 7 7r6 E -Mail Address: to C d (� nvVlr/l i _ /nvl/1 Fax Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ N' (')() 0 Valuation of Gas Piping work (contractor's bid price): $ Al 1 f } , t C,..7:30 0 / Scope of Work (please provide detailed information): p LV M (I I V (,- f � e (Q (A1 C. F 1 T FU- nl F�J N D -(= 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: Q: Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh S QOI Nt= LA1 G9a4 6 Page 5 of 6 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 OWNE Signature: Print Name: Y U C N i ?-J v Date Application Accepted: cu (g 0/1-- Q: \Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh Mailing Address: 4'"l 0 3 I v. S S T S PO I6A-nl E Cit Date: 6/3( 01 Day Telephone: (O 6) r L - 7 7 37 Stat Zi p Date Application Expires: Staff Initials: Page 6 of 6 RECEIPT NO: R07 -01618 Initials: JEM User ID: 1165 Payee: DUC H TRAN SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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: /lwww.ci.tukwilawa.us rgi5 a W196 ': ' 2,812.74 M07 -124 197.45 PG07 -155 379.50 TOTAL: 3,389.69 Payment Check 5663 SET RECEIPT TOTAL: Account Code Current Pmts BUILDING - RES - 000/322.100 2,647.74 GAS - RES 000/322.100 88.00 MECHANICAL - RES 000/322.100 175.56 PLAN CHECK - RES 000/345.830 34.39 PLAN CHECK - WATER METER 000/345.830 10.00 PLUMBING - RES 000/322.100 279.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 87.50 PW PLAN REVIEW 000/345.830 -.50 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER INSPECTION FEE 401/342.400 15.00 WATER TURN -ON FEE 401/343.405 25.00 TOTAL: 3,389.69 Payment Date: 08/07/2007 Total Payment: 3,389.69 SET ID: 0806 SET NAME: TRAN RESIDENCE TRANSACTION LIST: Type Method Description Amount 3,389.69 3,389.69 1203 08/07 1710 !DYNE 3389.69 RECEIPT NO: R07 -01025 Initials: User ID: JEM 1165 Payee: DUC S. TRAN 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: /lwww.ci.tukwila.wa.us SET ID: 060507 SET NAME: TRAN RESIDENCE SET TRANSACTIONS: Set Member Amount D07 -195 120.42 D07:-196R f 2,059.03 EL07 -177 198.00 M07 -124 14.50 PG07 -155 71.50 TOTAL: 2,463.45 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 5655 2,463.45 TOTAL: 2,463.45 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code Current Pmts 000/322.100 120.42 000.322.101.00.0 198.00 000/345.830 1,807.03 000/322.100 250.00 000/345.830 88.00 TOTAL: 2,463.45 Payment Date: 06/05/2007 Total Payment: 2,463.45 8971 06/05 9710 TOTAL 2463.45 Project: `art n ke.f `fie.cE Type of Inspec ion: �'ti., , ( • A Address: - ih 1F �t 1 ?. 2 4e-- . ,( 4e-- - 5� Date Called: / J Special Instructions: C k B el) � CA Date Wanted: /0 2 ¥- of a.m. � ' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P-••• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: i vy /4;7 0 0*, 'Inspector: r at e n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: 'Date: �`:::•• -a' ° -° s.=C:rtS�ici rjf•;� "+�_ "5.4,.�:4^+il��t::s COMMENTS: Type of Inspection: /if A-0 ek- C C. /-/J V 1( f 7 u A-J, - f 6.:Ak e (---1), 0+ ST-e ,st,\Ipr_i, LID A.AA;c) - 4)r 360 r -- ro —z) v 44___. Date Wanted: _ 4 6 rrl, p.m. Requester: Phone No•-• cR & - .'21. 7 .7.57t. _ , 1 Project: Type of Inspection: Address: /Z2 /A qg 4a S Date Called: special Instructions: Date Wanted: _ 4 6 rrl, p.m. Requester: Phone No•-• cR & - .'21. 7 .7.57t. El Approved per applicable codes. DO - 7-/q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 12 Corrections required prior to approval. rate: ( r i" 1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Insp tor: 'Receipt No.: 'Date: Project: /J T�C �7/� j� �CS Type of Ins ec t � ion: KOo /("etz.m16 r Address: /2-2- /R 1 46 /40 S Date Called Special Instructions: / Date anted: Z 3 -40 � - p.m. Requester: Phone No: Z 7 756.. --- 4t '1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit z7 1% PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (Inspecdr: ' 1 Date:, El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: 774/1/ ecS. Type of Inspe iof mad. ta / /N1 < Address: /2„2/ i& 4, s Date Called: Special Instructions: ( -' m ,' - 7 t'SSAGf Date Wanted: a.m. Requester: Phone No: 244--2,& 77J 4 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 8- 630 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: [Le - r 3 ;�_� - /16( Inspector: I Datel e , (l _ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Corrections required prior to approval. PERMIT NO. Project: 1.c k .k2__&4 Type of Inspection: l/ A dress: S pastructior'I"s: Date Called: Date Wanted: e Z1 -OR p.m. Requester: Phone No: bol 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 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: InspGttor 1 tie 1 Date11, og U $58.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of In 1-- sge2i I AS f) t 0 4- (L. f/J/V A 0/1 4 it ' Date Called: Special Instructions: 64 koi-tif is--i 1:1 V P.m. i ge ( o Phone r ....2 /8 _ 77Z N 1 . I Projr zeos . i Type of In 1-- sge2i Address: /22/5 4 /e5 4 5 Date Called: Special Instructions: - Date Wanted: i--/ - 06 P.m. Requester: Phone r ....2 /8 _ 77Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Ei Corrections required prior to approval. Inspect r:\ 0 El $58.00 REINSPECTION F REhJIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: rate s Pro ec r 4/V &S • Type of Inspection: (,: J4 / / -l'vS• A/ r /ei 7V Instructions: U Date Called: Spe - / Date Wanted: D 3- z G -4 p.m. Requester: P Oz t ib N Z -- 2-a .77s i)07 -/9;C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ®Ap proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: (Inspect I Date: 3 � . , O $5840 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be p� d at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Recipt No.: 'Date: Pro : A ft Type o1 lnspecticr: Address: 1 ZZtX 4" Date Called: Special Instructions: / Date Wanted• _ a.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit g0`7 -11 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: I 1‘. A . V A ( 6.4 j Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec t: �- � f, � e � r /) n Type of Inspection: 1 62 A Address: a �1p�1 12 Z 1 o l / . Sa LA) Date Called: Special Instructions: Date Wanted: 3 - (q - 08- _ a IIy p.m. Requester: Photo (0 '2ii - 0'7_5 jor/- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspectl6r: ' I 3 fl $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: Date: Project: iv n i . Type of Inspection: ! S kP � ( V Address: I. Date Called: Special Instructions: / Date Wanted: 2 - Z 2_ - 3? a.m. - .rrf:: Requester: Phone No: r INSPECTION RECORD Retain a copy with permit Dvl 1 q 6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: � Ae If 1) [ 5 t ‘ r 1 (Inspector:( �DateZ 2? - J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: , r Su .�( - 7 , /l `, Address: rt. 0 - z Date Called: Special Instructions: Date Wanted: 2 Z Z c a.m. - _ -- T: Requester: Phone No: T . ( i t S t S. /ae.. / j 1 C) -- 72) 0 / c Y(., (-1--- O v e Tom+ G-s I K iv 4, 7 : 1 A ` Sl4- 6(;/l -r',k7 uAll e Th Z Project: Tio JZ P S • G� Type of Inspection: , r Su .�( - 7 , /l `, Address: rt. 0 - z Date Called: Special Instructions: Date Wanted: 2 Z Z c a.m. - _ -- T: Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. (lnspet r Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspedion. 'Receipt No.: 'Date: COMMENTS: r ilk. eS,: _A c Type of Inspection: 2 G -.s t o ei , fio 04 1_,- `" f A✓' �j Address: d )r f l LI rr' S Date Called: Special Instructions: Date Wanted: r- h � of r . EVE Requester: 6 Af t _ a .( 7 A-t n ii., e- " J Project: irli J eS,: _A c Type of Inspection: 2 G -.s t o ei �j Address: Ti- S Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 204 r� 2I� / s6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $58.00 REINSPECTION FEE REQUIRED. Prior tainspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Ins pector(j J Date: (Receipt No.: 'Date: r COMMENTS: �!J Need Al pr 43 �t Fr r-k. (( ;Ae (r f r 6,Afekyi LAikt I,� 6U-er rbJ/jAkt134 I,)M( 2 3 i ' 1 Pr y r)l `ry 1 r e -; rsp e e ei-t t irniaO s /x, on Site (ek I"Mi1.S / , Afore -Cr/1 ptelPer r (AA. :1:,, ) no i r - d e Dvtr e. a `i i cy p r u AiWr e e 7A Oil 4r 'Ma 46f-e. f-e. ) e 9j . MA-e4 J i r2 M( 1 pl p ,A,A P.( e k P S L A-) e At . � i CI, .,Fria[ Phone No: eQ. li - .z /g !Y TA J L4rP s; WI A S Are At Ie .ft.'7 j1 .JS -- nD ,tiers A /lam, ifA F4 1 ate ikT JcThc- f y . 60 - N pfouel Je privr`ry re -: Project: 7 A . Type of Inspection: b/9// she°4/1 , Address: / 22/8 4 /6 iv S Date Called: Special Instructions: Date Wanted: / — /O -68 a.m. Fr".!: Requester: Phone No: eQ. li - .z /g - 72 5 i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. 1 lnspecto\ „AA INSPECTION RECORD Retain a copy with permit 'Date: ,v -6'6 orrections required prior to approva#: PERMIT NO. (206)431- /' la - o ff $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: t.) Project: . t rA #1 ktfaehte Type of Inspection: \.) g oo F 5e-'A Address: 12_2 lif eily 5 Date Called: 12, Special Instructions: Date Wanted-a.m. 12A 7/ P.P0 1j2 Requester: fill Phone No: 2a 2/$ 7 757 () Inspector: INSPECTION RECORD 0010 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431 3 70 I Date: a/2 7/v 9 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Receipt No.: 'Date: Pi:sgeot- / /24 A/ , ? c 5 Type of Inspection 4.D al 'S4e.t4,)1/ C \J Address: Date Called: pecial Instructions: Date Wanted: /2_ /Z/M a.m. Requester: Phone No: C7 - 775 INSPECTION RECORD Retain a copy with permit INSPECT N NO. CITY e F TUKWILA BUILDING DIVISION 6300 S thcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: nspecto 'Receipt No.: vdr ef,4-67 - • • Approved per applicable codes. Corrections required prior to approval. Dat .00 REINSPE ON FEE EQUIRED. r for to inspection. fee must be aid at 6300 Southcenter Blvd., Suite 1 0. Call the schedule reinspection. 'Date: PERMIT NO. (206)431 t` r Project: 11 V'f(APC1\166 Type of Inspec 0 ion: NNOilr. C- 1A1 : - Address4 1/ I 1) 1- 1/2 AV 4 Date Called: ID I , , li 1 1 1 ti-f Special Instructions: Date Wanted: 1 0 11/ Requester: PAL Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PEO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 cg COMMENTS: Approved per applicable codes. Corrections required prior to approval. .00 REINSPECTION FE REQUIRED. nor to inspection, fee must be id at 6300 Southcenter lvd., Suite 00. Call to sechedule reinspection. Receipt No.: Date: Project-, 7 / / /// /v )� 5 . Type of Inspection: I c !),- .t,((/,a , . ',I) L.< , j 7/"' Address: /22/ -) 4/c5 141 "- Date Called: Special Instructions: Date W nted: (VIII—. Requester: Phone No: .6 ,-.?— 77.56 INSPECTION RECORD Retain a copy with permit INSPE• ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 COMMENTS: Approved per applicable codes. Corrections required prior to approval. f D1f•/c '4 ; 04/ - aj // - $558$...40 REINSPECTION FEE REQUI ED. P to inspection, fee must be "did at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: ,,...a•,r r r. 'Date: Project: �,�a Type of Inspection: �c/4 j Ci .../ i fr-/ter Address: +-g1-6-4., �i ^ Date Date Called: .J Special ns ructions: Wanted L... a.m. P.m Requester: /I! /r Phone No: 4 2/r t 2_ INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION f'' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 67 U Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: /OA $58. + ' INSPECT' • FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Psoie_ct: / /74 A_./ /-?•S - Type of h \..i /4..., Address: /"2/S 4/g ,..-kJ 5 Date Called: Special Instructions: Date Ifited: S - Z 3 Requester: t Phone No: INSPECTION RECORD Retain a copy with permit NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- .... I x Corrections required prior to approval. COMMENTS: , ,E, —77; ( / 4 El Approved per applicable codes. I Inspector . ap, _ f ir -- N $58.00 REINSPECTI IN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Project: 9 -- / 0 71 iv 7( c Type of Infrpectior . rU) -PI Ord, Address* i..)alW yk 44- Date Called: o&p.00e r --- Special Instructions: C a / / po- Jo( 1-6 1 05 • Date Wanted: /)6, psio4/ ca RequestRequester u C, Phone No: 1g - 77s-4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ilk ) \ Approved per applicable codes. COMMENTS: 5 44 24for R Inspector: INSPECTION RECORD Retain a copy with permit k PERMIT NO. (206)431-3670 Corrections required prior to approval. 6m 'Date: cep.kooc( ssr $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: � u n sl deeic e Type of Inspection: (' A Address: / ?z ik Vie , i S Date Calleu. 06 k6 Special Instructions: Y (a1/ ,0t / ASP - Date Wanted: 04 10/0k p.m. Re nester: Requester: Luc (un Ph one No: A06- /k - 77. G Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit I a_'7 - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: c I' ?,7? ` ice t ti D A.0 . (4) Date: (4 /J i $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the 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 Project /a te Add / ) b Vt 4i/e S Special Instructions: (a, 3 c) Ch . prior t0 i i p. Type of Inspection: Date Cared: Date Wanted: mi• Requeste Phone No: 6a/ 77.76 EI Approved per applicable codes. Corrections required prior to approval. COMMENTS: '3 % fL), ( /A 7 1 feh ,, /w t( r L #/y 'Inspector: 6A) 'Date: 5 7 3 $/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: i Proje 1(4i1 e5 1 c e Type of Inspection: CC4S Address: OP t8 r& ii S Date Called: (5/2/ lob Special Instructions: �? Q 111/'` �( / IQ(It) DNS Date Wanted: 061 bk- Reque — Mt /1 0 Phone No: V ?D( a I - 7754 59 INSPECTION NO. INSPECTION RECORD Retain a copy with permit O7- /9(0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable Lodes. EI Corrections required prior to approval. COMMENTS: 57 A V)11, •P W O <JA..c h , e / A tc . / 0 �, •� • SN((og �c,o t{'` 5� v, Inspector: G),) 'Date: " C , 4 ) ( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: J Projec • /4 �cn ePS ide Kce Type of Inspeciio�n,:� V Address: /4 I %' 41/e S Date Called: o l ay /vk Special Instructions: C OI I 3 0 ' "- ++ ?YO U' inS? • Avu.l icA 4-f FeY t 0: ov a n-• Date Wanted: Requester: A C 77/4 Pi Phone No. _ .2.06, e,21 k— 7756 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 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: f 2 /7 �✓� s p.5. 77, L -te `7 (4 f , (C l) 4 /4- Inspector: Date: ? „ 0/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: p 77 w ' , wet/ (e Type of Inspe ion: .5 Addr ss: ) 22 J y . /'P -S Date Called: 0 .2 , )-Io a- Special Instructions: (colt 3 0 a) IA_ ilpf ID OSP' Date Wanted: o °1195) � Reque ter: u ( 774,- Phon o: 2 ol, 96- 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit A7 -/96 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t 10 /A ' � `'/ /WO h • Sc r ( S I'`)$ QQ , 9 -25 C4 qt AP)-1 f 5,0 1 'Inspector: > t.. 1Date: - N2._? - tr oy $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: S Address: j�)i? $1 4' — Date Called: ' a, 1/ /oe Special Instructions: �Gt /� S P e (. 0 +a P C _i'7GY� �r J�s? Date Wanted: 0. a.m. P.m. Requester: Ph Phone No: )oG ar — 77$ 4 , (oL,7A ,3 e 5 55 -r-Ltr riv 1 `J f ed C C (// G t 7 / kkLA.AA r / O. Project: , -Gh t �>°Si / ' Type of Inspection: S Address: j�)i? $1 4' — Date Called: ' a, 1/ /oe Special Instructions: �Gt /� S P e (. 0 +a P C _i'7GY� �r J�s? Date Wanted: 0. a.m. P.m. Requester: Ph Phone No: )oG ar — 77$ 4 , 'Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 2o7 - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 0558.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Tr R es; d e /,I c Type of Inspection Rc.iGPC.-i fa G F / r , G1 Ad 122 /8 yT Ai. Suite #: Contact Person: 6 H c Tf Special Instructions: Phone No.: eQcC .zit . 77 $ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ila Wa. 98188 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT DA 7 - 196 PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: ,�J o ff Fin ► r. I Clirnj,)t4 ife C, Gtr dc )S rfec,. Inspector: 50 ,5 Date: fre/4r Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 August 2E EUGENE P. FIgHER, P.E. 3504 N. KENNEL RD. OTIS' ORCHARDS, WA 99027 (509) 9274120/ (509) 217-8007 Nor. Dave t,aron City of Tukwila Building and Planning Department Re: Tran Residence 12218 48th Ave S. Tukwila Penult # D07.196 l��nc Teo/ cut( 2.06-242 4756 Dear Mr. Larson; On August 25, 2007,'a soil bearing pocket penetrometer. The test was different locations around the outside readings were as follows: RECEIVED AUG 2 7 2007 COMMUNITY DEVELOPMENT was conducted using a soil test ne on undisturbed soli at 4 footing at a 24 inch depth. The NW Corner 1.5 tons 3000 psi) NE Corner 1.0 ton 2000 psf) SE Corner 1.0 ton 2000 psi) SW Corner 1.25 tons 2500 psf) Cased on these figures, I conservatively recommend a 24 Inch footing under all concrete walls. The rebar will be as noted on the plans. Ot^ F I SHER PE.: Es TRAN RESIDENCE PERMIT D07 -196 12218 48 Ave S 5 a 1 e.t.,-1'r‘ u...u. a L.O s.1 At t..o -to ST. titz 6.5,0 I. • Q4 -- Ve fd Fr-V NO. :5F9 977 0120 .l c. I 1n3 /1n..: 5 3 41 .5144 ! � rZ ` (STVt 4- I c,Sb = Z . ft$37s s S 5. 51 OS b • Gs \ sJ Q. t g it'a:Ca Tv ST1 . S. 711 I. a S6 5 - i4Exti''{'K 1744. .•13 ltit.�ou.c+�t c- S'�fC.�55 = l5 rSt !044..48 psi IS i CITv cruicyyit PERMIT CENTER Sur ? 1 • 75 200 Of; 7 6/12/ a? X 'ht. SC ( ) • ; 52.A4- ti .-r'y r � 1 vVri T '4 $351.4. t o c. , . t 4 ) _ ( 4 . 2 J ¼ . ) 4 / ®:Z., Si t ' "aiS rtA.,f . Q ol 4 Building Division Memo Date: July 23, 2007 To: D07 -196 Tran Residence RE: Braced or Sheer walls. (For the file) I made a call to the engineer "Eugene F. Fisher" concerning the brace wall design for the house. The braced wall lines exceed prescriptive code requirements for spacing between braced walls. I asked for some clarification and assurance from the engineer to show the engineered design shall meet wall bracing requirements. The engineer indicated his calculations and wall framing design shall be sufficient and he will fax his calculations (not included in the permit package). • Page 1 Sincerely, Allen Johannessen Tukwila Building Division Allen Johannessen, Plan Examiner AS CONSTRUCTED cfo () 4 0G 1 49) __0 6Y- - pg uk% scu40-51 June 26, 2007 Duc H. Tran 4903 N Best Rd Spokane WA 99216 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -196 Tran Residence —12218 48 Av S Dear Mr. Tran, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messeneer service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, end File No. D07 -196 City of Tukwila ll A arsha hnician P :\Permit Center\Correction Letters V0071307-196 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: June 8, 2007 Project Name: Tran Residence Permit #: D07 -196 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Detail sheet, detail # 9 showing a "plinth block" to support a post shall not be allowed. The concrete footing, pier and rebar shalt extend continuously up to the bottom of the post base- hardware. Revise detail to meet this requirement (IRC R606.11.2.2.2, AE601.1 & AE602.1 Item 3) 2. Detail #23 shows slab on grade with rigid R-10 against the concrete wall stopping below the concrete. Slab- on-grade insulation, installed inside the foundation wall, shall extend downward from the top of the slab for a minimum distance of 24 inches. One acceptable method is to bevel the top of the insulation on a 45 deg. starting at the top of the concrete slab. Revise detail to show compliance with energy code. (WSEC 502.1.4.8) 3. In addition to item #2) the foundation plan is not exactly clear and references detail #23 slab on grade but appears to be a crawl space at that location. Please clarify. 4. Plans are numbered up to 10 sheets, however on 6 of 10 are in the set In addition a floor framing plan is not included in the set Please provide all sheets available and provide a floor framing plan. 5. Plans are shown with engineers stamp. Please provide engineers calculation packet wet stamped and signed. 6. Show mechanical protection in the garage. (IRC M1307.3.1) 7. Braced wall lines exceed spacing between braced panels. Revise plan to meet brace wall panel spacing. In addition the plan shows engineered shear wall table with detail (page 4 #12) where shear wall reference keys do not reference the plan walls. Please clarify and provide engineering for the shear walls to match the plans or remove the shear wall schedule and provide prescriptive design for wall bracing with a nailing and fastening schedule. (IRC R602.10.11, Table R602.11.1) 8. Plan design notes (page 2) reference using 2" x 2" flat washers. Code requires 3" x 3" x 1/4" galvanized square washers. Please correct notes and show consistency in plan details. (IRC R602.11.1) Should there be questions conceming the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: June 7, 2007 Duc H. Tran D07 -196 12218 48 Ave S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The home is too large. The maximum building coverage allowed for a 9,000 square foot lot is 2868.72 square feet (31.875 percent of the lot area). The proposed home including attached garage and balcony is 2900 square feet. Thus the home is too large. Reduce the size of the house in order to comply with the maximum building coverage requirement. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees PROJECT NAME If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization RECEIVED Erosion prevention c) CITY OFTUKWILA Water /Sewer /Surface Water `3 T© 0 JUN 0 5 2001 Road/Parking/Access A. Total Improvements REIciNIIT CENTER 3. Calculate improvement-based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C +D) $ (4) S (9 5. Enter total excavation volume Enter total fill volume Use the following table to estimate the grading plan review and permit fee. ater of the excavation and fill volumes. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 PERMIT # 120 ' lI. V/ cubic yards cubic yards $250 (1) $ (5) 1 1 30 1 1 (6 ACTIVITY NUMBER: D07 -196 DATE: 07 -17 -07 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 12218 48 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: B Public Works Complete Please Route sion Documents/routing slip.doc 2 -28-02 TUES/THURS ROUTING: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required El 1 - i1 — cl PI nning Division Permit Coordinator DUE DATE: 07 -19 -07 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 08-16-07 Not Approved (attach comments) ❑ Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -196 DATE: 06 -05 -07 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 12218 48 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: k tfM Bui ng Public Works Complete Comments: ,.d PERMIT COORD COPY c ' PLAN REVIEW /ROUTING SLIP U Vgj Fire Prevention Structural DETERMINAT N OF COMPLETENESS: (Tues., Thurs.) Incomplete W 61JAPA Planning Division Permit Coordinator DUE DATE: 06-07-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Approved with Conditions ❑ DATE: DUE DATE: 07-05-07 Not Approved (attach comments) Er REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 at� ileG Bldg Fire ❑ PIngT4 PW ❑ Staff Initials: rid City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: JULY 14 2007 Project Address: 12218 48Th AVE S ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: TRAN RESIDENCE 4. ADD SHEARWALL SCHEDULE 5. ADD FOOTING INSULATION TYPICAL 6. ENGINEER SIGNATURES WITH BLUE INK Plan Check/Permit Number: DO7 -196 Contact Person: DUC TRAN Phone Number: (206) 218 -7756 Summary of Revision: 1. APPLICABLE CODE IRC 2003 ZONE CODE TUKWILA WSEC 2003 2. ADD BOLLARD AND SEIMIC IN GARAGE 3. CHANGE CRAWL SPACE TO SLAB ON GRADE PER CITY SUGGESTION 7. CHANGE WINDOW SIZE ON PAGE 5 OF 6 IN MASTER BATH 8. ADD FANS AND SMOKE DETECTORS Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Eir . Entered in Permits Plus on 7 \applications\foims- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director RECENto Crr ' OF TUKWILA JUL 17 7001 PEPMIT CENTER Residential Sewer Use O tification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type .2 - 7 / 4-e 'v'n s Property Street Address �vJS Lits w.a City State ZIP Owner's ame City N Owner's Mailing Address City Name Street Address 1 Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): U/ c X2 State ZIP 24 a 2 ) Owner's Phone Number (with Area Code) 7 r State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) Single- family (free standing, detached only) 1.0 Date of Sewer Connection Side Subdivision Name Lot Number 161 ti ewer Permit Number Building Name 1057 (Rev. 10/04) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Sewer District King County Department of Natural Resources and Parks Wastewater Treatment Division Required: roperty Tax Parcel Number RECFIVEb SubdivisiorC r 6OF TUKWIL A JUN 0 5 ma Block Number PEHMITCENTER Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building ? -0 Yes 0 No Was building on Sanitary Sewer? El Yes ' No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? D Yes D No Multi - Family (any shared walls): O Duplex (0.8 RCE per unit) 1.6 D 3 -Plex (0.8 RCE per unit) 2.4 O 4 -Plex (0.8 RCE per unit) 3.2 O 5 or more (0.64 RCE per unit) No. of Units x 0.64 = D Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 - If Multi- family, will units be sold individually? O Yes O No If yes, will this property have a Homeowner's Association? 0 Yes 'No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206- 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data f r termination of a revised capacity �� charge. -� Signature of Owner /Representative Date C. 'D 0 ~1 Print Name of Owner /Representative ' ' C_d C 0/in CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 STATE OF WASHINGTON) COUNTY OF KING # i tsor44 0, . :• to 'wASIW AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION SS. 1\uc 4e3Peo [please print] F V' , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. \applications\8 -2004 affidavit in lieu of contractor registration � APPLICAN Signed and sworn to before me this 0S day of PERMIT NO.: PA NOTAR' - USLIC in and for the State of Washington, Residing at Name as commissioned: My commission expires: K -144- 1 MH2-',Ply - 1 1 -1- 207 , County. w 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engage ttrcjties herein regulated as an ernKyeeir.I contractor with wages to to tfor engiation; 17. Contractors on highway. tro ettcpho been prequalified as requireaby ditil)%ct.6.1oMe Laws of 1961, RCW 47.28.O7p- Ati tik..6 ment of transportation to perform, tiippiliarkpristruction, reconstruction, or maintenance Work :," Footing drain (no crawl space) In this general vicinity and the subject building site, footing drains shall not be connected to down spout drains. Footing drains shall be run to a separate designed drainage field, dispersion pit or street culvert. Top of a dispersion pit or over flow shall be at an elevation that is below the grade level of the lowest floor. The foundation shall be elevated to ensure proper drainage away from building to a storm water drainage system or culvert. NORTH 0 NEW PoLIER-tre-Ew seguice ND EXISTING POWER POLE ,' f DS I fi EXITING POWER LINE I � EXI k TING P WER M 50' -0" 90.00' PL DENOTES: LINE OF EXISTING MOBLIE HOME TO BE REMOVED (1200S.F.) ut4D ra. D 19 5 OPOSED 2708 F.TWO STORY RHIDE a N DS 90.00' PL DENOTES: LINE OF EXISTING GARAGE TO BE REMOVED (700S.F.) t1.101 DO - I9� EXISTING SEWER STUB 48th Ave South FOOTING DRAIN III 6" FOOTNG MAIN Ill D S hi DS 10 '- J J J if PROPOSED pRYWELL DRIVEWAY AND WALKWAY EXISTING WATER, , METER EXISTING POWER POLE TAX I.D. LOT AREA: 5' -0" SETBACK pROJECT ADDRESS: 12219 tfcliAli&SttaA TUKWILA, WA. 1217R ZONING: LDR pROJECT INFORMATION gUILNNQ AREA : Proposed balcony : 20 s.f. Proposed foot print total : 2900 s.f. Maximum lot coverage : 2900 s.f. APPLICABEL CODES; • !RC 2003 ZONING CODE, TUKWILA WSEC 2003 Roos OV . NOTE: 1/9 i1 = l i_ 0 li li it. tit 5DGE OF ASPH RwtC ((40 SIbEtAALK REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. #0171001370 1000 5-F Proposed structure : 2880 s.f. SITE PMN EXISTING FENCE @ NORTH, SOUTH, EAST PROPERTY LINE FIRE HYDRANT ACROSS 48TH STREET AND APPROXIMATELY 75' TO THE SOUTH i\ I \ \ ; N. N. ! / SEPARATE PERMIT REQUIRED FOR: ical • Electrical lumbing L etas Piping City of Tukwila BUILDING DIVISION Dolisq(i4 VICINITY MAP N KIt�C, (;Ot•cN7`P M E TRAYSEI.JER- (,ApACiTf CNARGE SHALL BE PfilD 1 iv Ful.l. p2iog. To pit6► -Ic W FiNA irosPEcTioN. Pe. of PAYMENT SHALL BE S(,t1gM1t7r To THE PERM it CeN'fEP. BY City 1 hese plans have been revie!ed by the Public \'c; k )epn rtt ent for con ornianec with current stands- f is- Acceptance is - snbj to errs ar4d c)rni'smDs v. :.. .ici: di nol . authorize violations of adopted scan a dk „_ ,,r finances- The responsibil0- ior !he adec :-.:0 .'i ,?csiin rests totally with 1 designer. Addi i.;. .i t !ic; -. r- ,, to theme ;., �e ,i�inrts w drawings after thi dais will v id and will require a rc ubmittal of revised dra,,-ing for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. • Date: Permit No. TAI. .L_P Plan review approval is subject to errors and omission Approval of construction documents does not authorize the violation cf cny accepted code or ordinance. Receipt of approved Fi.::'1 (gin++., . ,.1 i. -. . - .. w CALwnra .IIP.rinEWasi F(gE fJYg,4NT DO7I% CORRECTION LTR# JUL 1 f 1 JU1 PER - 4- • Okla .ia' 14. Fop, I Pe err. o . $P. 1X4 c lo►i-1 P pl h1...t ez I x4- i:4i upc0.4 4 Paa L "C.1t -t • * 1 L�- C�'�Ir X 4/ a41a2 I11 Cpl izi\ w .usumwuettweaoloc.te,m �R1�� wag d V * rte _ . —Na d,u .. •4 ,x�e air, K - .,„',,, u . M �., 1.1A, , - » . 4A1 - , � _. , . �4n- . " ` . , .: .. .��...e... .... •o., ..rs�..a.,. ...,. ,... , a. w.. �......u.�........,..�.�..v�... – .. __. -. _ _ �.a kUWI • • x.4 :L • �1C•iMyMOd� � . = L 111111111111 InifilfliallIMESSIBERINNICEMIZ 1111111111111111111111111 IIII.Iuhiitinon �numiii lI I1111111111i1 lub i ..... I; dIMEPWW r. . I 4,,vy xsamm.u rs�snx+xcuww - f2oaMi • i r . ,...c'...■ •. 4. +.r�. aaii' r l■....: .. : 1 f. .. l C . _ SritiMeaReara tlegtOlv0.KIROZIMIRIF150, v-47 em�iyw'.. .. y..... yxm 6ar aaeav:r - - 1X.(t f IG►ivr F3P 7 Note: This residence shall be constructed in full compliance with the 2003 International Residential Code for one and two family dwelling. 1. Client and /or contractor shall verify the following PRIOR To submitting for building permits A. Verification of soil types (i.e. Geotech analysis, drain field perk test information, or Development site Information.) B. Soil.types requirement to verify foundation wall and footing size and reinforcements (i.e. rebar size and spacing) C. Floor joist layout and /or engineering from floor joist manufacturer. D. Roof truss layout and /or engineering from roof truss manufacturer. -- 24• • • RIGHT 41- H1 x . . RAIL. ELEVATION 1/4" = 1' FRONT- ELEVATION 1/4" = 1' . Dl3l.. PL4.`Ct 514J. Fl.l? f be A.... PL. • PIN. PLR,. 0 JUL 1 7 YUL1/ PERMIT uti, STRUCTURE GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCEWITH INTERNATIONAL BUILDING CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS: SNOW FLOOR LIVE LOAD DECK LIVE LOAD BLACONY LIVE LOAD WIND SEISMIC DESIGN CATEGORY 25 PSF 40 PSF 40 PSF 60 PSF 85 MPH, EXPOSURE B D (SITE CLASS D) FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR THE ELEMENT EXPOSED TO THE WEATHER, AND THE GARAGE FLOOR SLAB, AND (2) 2,500 PSI FOR THE ELEMENT NOT EXPOSED TO THE WEATHER, USING TYPE 1 CEMENT, AT LEAST 5'A SACKS /CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 'A". CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE 5-7%. MIXING SHALL BE PER SECTION 1905 OF IBC. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2' -O" EACH DIRECTION OR BY LAPPING REINFORCING 2' -O" AROUND CORNER WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS NIINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6 ". WELDED OR MECHANICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS ANCHOR BLOTS: ALL BOLTS TO CONFORM TO ASTM A -307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W1 x 3 "x %4" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE 2305.1 I.B.0 UNO. WHERE A 3" SINGLE NOMINAL SILL PLATE IS USED, 2 -20D BOX END NAILS SHALL BE SUBSTITUTED FOR 2 -16DS COMMON END NAILS FOUND IN LINE 8 OF THAT TABLE. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. # 2 OR BETTER., UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND #2 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE - ENGINEERED STRUCTURAL LUMBERS: ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb =2,900 PSI, Fv=285 PSI, FcII -2,900 PSI, Fc 650PSI, AND E -2.0E, UNO. JOISTS: DI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACUTED BY TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A RATED CDX PLYWOOD OR O.S.B (2) ROOF SHEATHING TO BE %2 INCH, SPAN RATING 32/16, FLOOR SHEATHINGS TO BE 3 A INCH MIN. T &G, SPAN RATING 48/24, AND EXTERIOR WALL SHEATHING TO BE 'A INCH, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 8d NAILS AT 12 INCH OC., UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADE SHALL • VE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- MSTYAGONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) • .. XTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16" OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 MIN STUDS @ 16" OC., UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVEA SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2) 2x8 HF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4' OR LESS, 3" 2 " 1'A" 3/4" a AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPILE LAMINATED COLUMNS TOGETHER W/ 16d FACE NAILS @ 12" OC MAX. (7) SPICE LAMINATED 2 - 2x COLUMN FOR HOLDOWN W/ 16d FACE NAILS @ 4" OC MAX. (8) PROIVDE SIMPSON AC OR BC CAP AT EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A MIN. 1" PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE IN STAINLESS STEEL. CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHETETRUAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AN DMETHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK, THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCUTAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OF SAFETY DEFICINES OF THE OWNER, CONTRACTORS, OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. LEFT ELEVATION 1/4" = 1' REAR ELEVATION 1/4" = 1' RECE5v JUL 17 Yut�l PERMIT p g Odgib Eag r 2 OW ff.L.RV.Tlot -.15 • •D MAY U7 SCALE 1 I L J1 6 SHEETS 5 L. t.2 s - l� q- a 4 1 O {o? t`.' 1 *4 a/t1flat1. 11.i'ta (oo4113G "Lk'' k`` a(G Cow(17.)toU4 Cociir)h frit- $ 2- tt t,5 / 2- Eugene F. Fisher, PE G .. 3504 N. Kenney Rd Oils Orchards, WA 99027 (509) 927 -0120 /217-M07 Fax (509) 927-01S3 errz11: rrarteranh ra ril.e,Dra • --- fl 3I. I11�1 1 ni poi .1 ptJ l\7 I po0g. 12' ia61 Ply 3 11 0 T� I I 11 co-i 1 11 fG0 -O 44 ev il I Ico e FnnTi kie1 i'I 14 • P .l ej 1%2" a!? LzI 4 r Bp 20"AIL ' r to L SLAB ON GRADE 2Kca bR : 1 . 1 / LL & I ( ' - . Gvk # I re' �G IT FTa) SLAB ON -GRADE 4 u A concrete encased grounding electrode i requir in all new concrete routings. The electrode shall consist of at least 20 feet of %a" 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.) 11 I. ,V t 1 1 —e/ . A.47�� At eA IT -�-I- Note: Verification of foundation size, footing size and reinforcing are based upon soil bearing capacity, reference spec sheet 1 Table R401.4.1. Reference the following tables upon verification of soil bearing capacity for foundation size, footing size and reinforcing, Table R402.2, R403.1, R404.1.1(1), R404.1.1(2), R404.1.1(3), R404.1.1(4). .C: Fc'111 -.ik1 PAID I=e7 FOUNDATION PLAN ''K'fo` 12' cdoi_t ed- PAD FTC (V I P `r) JUL 1 7 Zuni PERMIT CF-A tl L F~t*i -i F1.At - C.JED 1 01 SCALE 1 411 r _'I c )! OF SHEETS ;w e: SHEAR WALL SCHEDULE (NOTES 1,2, &9) >iNVW SHEATH'G NAILING (NOTE S 3 &5) BLK'G OR JOIST TO TOP PLATE (NOTES 4, 5, & 10) BOT PLATE TO BLK'G OR JOIST (NOTES 5 & 11) ANCHOR BOLTS (TO CONC. FTG.) ALOWBL SHEAR PLF P1 -6 3/8" Min 8d @6" OC PER DETAILS IN THE DWGS PER DETAILS IN THE DWGS 5/8" cP@ ; ',O. , 213 P1 -5 3/8" Min 8d @ 4" OC 5/8" (1)@ 3' (DOC 312 P1 -3 3/8" Min 8d @ 3" OC 5/8" Dc 3' -4" OC 402 (NOTE 6) P1 -2 3/8" Min 8d @ 2" OC 5/8" cp@ 2' -6" OC 525 (NOTES 6 & 7) P2 -3 3/8" Min, EACH FACE 8d @ 3" OC 5/8" it@ 1' -8" OC 804 (NOTES 6 & 8) P2 -3 3/8" Min, Each Face 8d @ 2" OC 5/8" 4)@ 1' -3" OC 1050 (1280 on DF STUDS) (NOTES 6 & 8) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d @ 6" (NOTE 3) 197 PLF (CASE 1) 148 PLF (CASES 2-6) UNBLOCKED II 19/32" MIN 10d @6" (NOTES 3 & 8) 234 PLF (CASE 1) 176 PLF (CASES 2 -6) UNBLOCKED III 15/32" MIN 8d © 4" (NOTE 3) 295 PLF BLOCKED IV 15/32" MIN 8d © 2.5" (NOTES 3, 6, & 7) 435 PLF BLOCKED 1. ALL PANELS SHALLBE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.0). 2. FRAMING STUDS SHALLS BE SX HEM FIRE, SPRUCE- PINE -FIR, OR BETTER, @16" OC, U.N.O. ALL PLANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG IMTERMEDIATE FRAMING MEMBERS 4. PER SIMPSON STRONG -TIE CONNECTORS. 5. COMMON NAILS, U.N.O. 6. SINGLE 3" NOMINAL MEMBER FORFOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 7. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 8. PANEL JOINTS SHALL BE OFFSET TO FALL ONDIFFERENT FRAMINGMEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 9. UNLESS NOTED IN DRAWINGS 10. OVER THE LENGTH OF SHEAR WALL ONLY (1Od TOE NAILS @ 9" OC ELSEWHERE) 11. OVER THE LENGTH OF SHEAR WALL ONLY116D FACE NAILS ac7 12" OC ELSEWHERE) 5 g EA tA R ooF AlS 44» 165 I PA fl y 14. x5a oo • Y Wiz jqi5fi�• 4 LE_ . 10 DL. c, 50 =. (aLG l e 1h . . G f 1. t 5 5 20 ,ODt sTLT t 8U ;(1 4� 0 6L-1) A Cp '2- r /4 t8 1Ar16 NJ( 2.3 4$ /4 Xta LEXPIRES: 5/12/ d\ - ��- o -1 Eugene F. Fisher, FE S5O4 N. Kenney Rd ads Orchard,, WA 99027 (509) 927 -0120 / 217 -EX07 Fax () 927-0120 0=1 rraffanasharGimtmail.oem . F24-r igAwAxsiliv Ji9����w+w4A�+T1. 110404 /1.1 -Nt .s �srvl i sr2 r:41 'v�Jii' 4 (2)0-10 (2)1 -4. r .t LEGEND PX -X DENOTE SHEAR WALL AND WALL TYPE PX -X MAIN FL FRAMING & SHEAR WALL PLAN 1 /4 " =1' 4414-d APPL! ABEL CODES: IRC 2003 ZONING CODE, TUKWILA WSEC 2003 Nj2X10e.)14J .. - -... . 8602.10.5 Continuous structural panel sheathing. When_ continuous wood structural panel sheathing is provided in accordance with Method 3 of R602.10.3 on all sheathable areas of all exterior walls, and interior braced wall lines , where required, including areas above and below openings, braced wall panel lengths shall be in accordance with Table R602.10.5. Wood structural panel sheathing shall be in- stalled at corners in accordance with Figure R602.10.5. The bracing in Table R602.10.1 for Method •3 shall be permitted to be multiplied by a factor of 0.9 for walls with a maximum opening height that does not exceed 85 percent of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67 percent of the wall height. HANDRAILS One required 114oncerl or& Height 34'to 38' above no c trf da. Projection 1 ' ..; 1i2'befitreen banded & i Sire 11I2°to 2` in . Flandree did be continuous dabs. They ratrnut end the tairEi. Into a poet or mag along Me length re n or b 1-- 1 eq( FLOOR PLAN GNT ANa VENTILATION E FOLLOWING ARE MINIMUM QUIREMENTS ESTABLISHED R AU. HABITABLE ROOMS. ERIOR GLAZED OPENINGS BE PROVIDED AS FOLLOWS: RE C JUL 1 7 LUO PERMIT SCALE /tl = ( � SHEETS I EXPIRES: 5/12/ %4 Eugene F. Fisher, FE 3504 N, Kenney Rd Gds Orchards, I A 29027 (509)127 -012O / 217-Cal/ Esc (509)127 -012O e i9: rittrlarr FcorQr trizacw Qtxb l.) 0a L�l ;.!. ... . , •. k!. /-Sr , TASTER: N I • 1 ; Q -■ 1 —, . I c0..p 11 1 Il 4-4 d UPPER FL FRAMING & SHEAR WALL PLAN 1 /4 " =1' I q R602.10.5 Continuous structural panel sheathing. When continuous wood structural panel sheathing is provided in accordance with Method 3 of R602.10.3 on all sheathable areas of all exterior walls, and interior braced wall lines, where required, including areas above and below openings, braced wall panel lengths shall be in accordance with Table R602.10.5. Wood structural panel sheathing shall be in- stalled at corners in accordance with Figure R602.10.5. The bracing amounts in Table R602.10.1 for Method 3 shall be permitted to be multiplied by a factor of 0.9 for walls with a • maximum opening height that does not exceed 85 percent of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67 percent of the wall height. r 2 ) u r oa y j1/4.13 / r f A ( EMERGENCY EGRESS REOUIRMENTS 1 NET CLEAR OPENING - 53 SQUARE FEET 2 NET CLEAR OPENING HEIGHT -24 INCHES 3 NET CLEAR OPENING WIDTH • 20 INCHES 4 FINISHED SILL HEIGHT - 44 INCHES ABOVE FLOOR (MAXI SECOND FLOOR PLAN REC ,i l JUL 1 7 Zuu7 PERMIT Clip r SCALE I, I. ejl • . —• ii AT l�pE u c W LI l'pT . %/.4111411 tt, ,.1r —0 I11/201., — � Wb Poi."1,1 . -56" ev. 13o tt.,l5... rno�1 igj . t F_ATTIC VENTILATION: 2E0 ED, F7: AR A/900 - 0,99 80 • FT VENTILATION REVD TOTAL as SO. Fri 2.O.47so. FT: VENT. RkV'p at A OVE EAVES ROOF VENT. UNIT AR i • .99 SO. FT. 0.47/A.99 . I.S VENTS MD/ 2 PROVIDED 2 ('¢ MVO VENT AREA • 9.14 52 IN. 0471144/3.14 • 21.6 EAVE Vi~NTh ROD PROVIDE (2) 2V .Vr'NTS AD MY TRUSS SPACE i rr �c emu. ; Note: / Verification of foundation size, footing, ire and reinforcing are. , lbased upon soil bearing capacity, ° erenre. spec .sheet.1 Table :. 3 R401,A 1. Reference the fatly t .0 tables upon verificatiian of soil bearing, capacity for found : an size, footingr size and reinforcing;; 'Table R402.2, 6403.1 1 404.1.1(1), R404.1'.10, R404.1.1(3), l 4OA.1.1(4). _ SLAB ON GRADE I� l kkFav Te.1s e a4 24!'. oy -lac, ROOF PLAN i i S u - 'f r'PIl1At -La. F vi tt✓IE'"a ' I- a 1-it1eia.Aed adi p, CvF-r) . t4.1at -L a.1Eg, vest., pLAi pli t: FL R. , b eq(a RECtitiLl JUL 17 Zuu/ PERMIT GE g swca Gry H 0'1 SCALE 6 6 OF SHEETS 1s rs 10d TOENAIL 68" OC PANEL BREAK PER LONER S.W. EDGE NAILING #4512" X F1. J5T, PER PLAN • FL BM, PER PLAN 2X Rill (1 3/4X TJI FL), UNO SOLID. BLK'G Ta M WOLDONN . STUDS 5/8 1 * A.B. 03' WALL, 5' 0.0 ELSEWHERE ROUGHEN * CLEAN SI.IE4R MALL PER PLAN SWEAR WALL PER PLAN FL JST PER •PLAN 1=L PLAN SWEAR NALL PER PLAN UOLDdN PER PLAN SIDING OVER BLDG PAPER ) 16d TO EA STUD 64" 0.C. EA 51 1NG OVER 8 PAPER POM- P PLAN --- PER PLAN SHEAR HALL PER PLAN 1641" . . 2x RIM (I 3/4X LSL FOR TJI FL), UNO SOLID BLK'G . TO MATCH WOLDO'IN STUDS ABOVE (4)10d EA BLK, SHEAR WALL PER PLAN � U55 PLAN 45t MAX 2X BLK'G 1/(3)100 • TOENAIL PER -: BLKW (3)2.: I/2 VENT MOLES auraR 0 026YEVERY OM ER-TRUSS' g .. �. ; �.. , OVER .4rIM AMR . ROOFING - 0 BLDG PAPER Sae OC 11Na: BAFFLE W 1 AIR SPAR TYP 5/E eel 1 /2 GW13 SIDING OVER BLDG PAPER 16d eqw D.C. (5)10d E4 BLK FLAKING 8d ®4" OC. LEDGER W/. i UAL, 24" MAX 2r4 M!N OG7R16GER 0 9' MAX OC GAME END TRUSS SHFA74ED AND NAILED TO MATCN SF/EAR NG41.l. PANEL BREAK SMEAR NALL PANEL EDGE NAILING SWEAR WALL PER PLAN RV GARI4 FRc f4T MALL T LATE -BM PER � I JACK . PLAN' I I TRUSS I I . 16d 69 [ I PER 1 lac. I I PLAN • 1 I .I 1I SMEAR WALL PER PLAN ROOFING OVER 30 'L8 BLDG PAPER - SIDING OVER 15WG PAPER SMEAR WALL PER PLAN 2x . M (13/4X L51 FOR TJI FL), .UNO (410dEABLK 'G Q48 1 O.0 i 5/8 TYPE XGWB WALL STUD BEYOND 2X6 BLK'G A23 CLIP EA END (6) 10d-70 BLK'G . 5/8" •Gk' DIAGONAL BRACING 48" MAX OC (2X6 FOR - D8, 2X4 1 /2w FOR LAC &') H/ (6) 16d TO '3 ' SLK'G 4 A23 CLIP TO WALL TOP PLATE . BALLON . FRAMING. IF DIAGONAL BRA SM IN ABOVE .I S. • FL JST PER-PLAN 1" ac. P! -6 S.W. 1606w 0.C. PI -4 S.N. mar O. ELSEWHERE &Se OC STUD WALL (SWEAR NALL NI4ERE OCCUR5) /P o�N, ER PLAN 2c . SOLID RIM (1 3/4 "x • 1.7E I IM JST FOR TJI • FL) 10d TOENAIL few G 5)1. - OR, •all PER PLAN • 5FI44R HALL PER PLAN 2 ROWS 16d 012" O.C. P1-6 t P1 -4 WALLS, 2ROIS16d67 "0.C. P1-3 $ P1 -2 HALLS, !IOLPOWN PER PLAN TrF. SHEAR WALL OUTSIDE CORNER I EXPIRES: 5112! v 1 1 k Eugene E Fisher, FE 3504 N. Kenney Rd ads Orchards, WA 9O27 mss) 527.0120 12174:=7 Rut ( ) 927-0120 cT l: rr ..tIerrs l rOhni. il.cori 1 . SWEAR NALL PER PLAN i /2 16da P1 -6 WALL; 16d 16w P1 -4 WALL; 16053" P1 -3 WALL; 16d52t P1 -2 HALL; 16d812" ELSE FL J57 PER PLAN • • 1 3/4x L5L 8LK • 16d 612 0.C. PI -6 4 PI -4 HALLS 16d 67 0.C. P1-3 0 P1 -2 HALLS 16d 03 I/2' O ;G. P2 -X HALL 5/161;x6" LAG SCREINS e12'0C. LASHING 1 1 /4' CEDAR DECK'G l0d TOENAIL u OC DECK JST PER PLAN S.I. OR am PER PLAN 5 /I6"',3" LAG SCREWS (2 EA 6 DECK JST 4 PICKET) • I SHEAR WALL PER PLAN (2)2x oR (1)4x 110:.DOWN PER PLAN Tarp, SHEAR WALL INTE,S5CTtON 16 3 -#4 NOOK #418 "0C EW. sr62gArim 1404 OC (2x STUDS) I'IO►:.DOWN, PER PLAN (2) 5/8'0 A.B. #4412' 0.0 NORIZ. t�r ALT (O B ar.) 8 CONG. WALL APPLICABEL CODES: H EADER EXTEND \ 7'a CORNER (PER PLAN FOR SIZE) 3" 611 . 311 PP8T PER PLAN --- - (2)# 4 ROUGHEN 4 CLEAN, •TYP P1 -6, UNO • `; .. } N • 1 • II. II I I' I I I 'I 1 r J :I t ....L.....:.......- ..L ._..�.... SI'IEAR HALL EDGE NAILING SHEAR' NALL, PER PLAN T (2)#4 Nam. Cla z t te 4 w /Lie ti/N 4 IRC 2003 ZONING CODE, TUKWILA WSEC 2003 REC JUL - 1 , uu PERM' ri 3 . 24 64 6— I °� hg . 124 Igo' iJe1 /412 .• 1./tglOelv WARD • 4''c4w veL • X6461 ( VENE 4 ;oPr(PI-1,4L Lc>✓. 2..11a itotiAd SLAB Co I. 3: - r o T o - �.op� Ge1VBtaisrr 51:en3 Arr. F10014 ccwi-tecnot.4. - 1113 k1,' -• 13 Kolilr lP Plc oFIK1 1 MAX 18' 4 A 4 A �I • AFi f2 (23a4"o.e,. 12,475. II.1it11• . 18' 49 *PM 1°.1*019 _r4ai1J 1z..l I.I2L1. . u � Ip u "...t 1P M C C P t p: ' 1.1 / % 04 4. '2 Nal 3" X 11.25' MIN. HEADER (BUILT -UP, SOUD SAWN, GLULAM,ETC) S• TO 16• FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 160 SINKERS AT 3' O.C. TYP. 10881-5 HEADER STRAP OPPOSITE SHEATHING AS SHOWN (SEE SECTION A-A) TYP. FASTEN SHEATHING TO HEADER WITH 6D COMMON NAILS IN 3 GRID PAT ERN AS SHOWN AND 8: JUL ib AU F$t (STUDS, AND SILLS) TYP. FOR FRAMES OVER 8 PANEL SPLICE (IF NEEDED) SHALL OCCUR WITHIN 24' OF MID - HEIGHT. BLOCKING IS REQUIRED. IF 2X BLOCKING IS USED THEN IT MIDST BE STITCH NAILED WITH ONE ROW OF 160 SINKERS AT 3 O.C. SEE TYP. CORNER FRAMING DETAIL 1/2• DIA ANCHOR BOLT WITH r MIN. EMBEDMENT & 2' X 2' X 3116 PLATE WASHER, TYP. l'RoVl DE. TIZLITh WALE- 6OFt[.1EGT4t C P P� dP s1.&.11 -1 .t- tP1�Irr CMII - ) NOT TO SCALE cdteivo o[.1 041, C PER h. T Ciuttizp 172 15•ALINtEll I412. / al p Iv 11114. • J1 , et . .ft1lYwt SECTION A -A SHEATHING FILLER IF NEEDED 16D SINKERS 2 ROWS 3• Q.C. 1000 LB HEADER STRAP 318 MIN. THICKNESS WOOD STRUCTURAL PANEL 160 NM. ® 24 IN. Q.G. 80 NAIL ®6 IN. Q.G. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME FRONT ELEVATION 4 Recommended construction details for. kPA portal frame bracing without hold - downs FRAMING FOR GYPSUM WALL BOARD (OPTIONAL) PORTAL FRAME WALL SEGMENT TYP. pORHER FRAMING DETAIL 1 : tip II f12.10 (1.) low - 4 1 wit; M4' amt Aral ieva- ,. 'IK MO G eifr O .lr tI a l L�,t e4g at, • 4 0316 • D 4 Warr g' . CONCR FOOTI 1 PIER /x4 Wpb elt TE POST (6X6)' - "NUT GRADE s /g" ANCHOR BOLT FOOTER/PIER TO POST DETAIL POST -BASE PLATE plW 1.141 1 t n I 416° !ra +xl ° tiocnivr f2v 04, JO; . e IG° atd Moto ll Wp11� 14001, Pi? {j piJA T F:20 pig PDI- • P10I it4tP4-4t- 4 II t.eir 61a GdL.U1 - 'l�l ' � ( Per-. P .r) • psi Is. TP -1.155 -To I~lbt...• [:aL.1,= • :;bri -t-czs. C4ua .13(- _.01 : 11 51.$ I � .2otrb T1Ol4 R '1 I PP-M I LLI.1141I1-Ig W g3c *.67. ig Ah � Ish -IIC av j,A► k 412. l J ? G �J'g � I'I ► - IJ( :Lr ib41$ FOOTING INSULATION R10 MIN & 24" TYP .Illx MLVA' .1;4,11: ' V0I4 :z,4 I wLIL -124 10/11.11. Il D J WrOrs t. , .j y g4 i SE Ti 23 r -. IJPUFC. .. ........ . ... FLAT SINGLE STORY All details may not apply. See floor plans to identify Applicable details. All construction shall be in full compliance with the International Residential Code for one and two - story Dwellings 2003 addition. • IT Is Or 1,4 7e#14% 6001' v�� -titittO, • .Act . F - 6l RECJInzt JUL 17 Zoui PERMIT GEN h.e: 1y_r.r��...._...rwK 3 u n