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HomeMy WebLinkAboutPermit D07-141 - SINGH RESIDENCE - NEW HOUSESINGH RESIDENCE 16455 51 AV S D07 -141 Parcel No.: 5379802735 Address: 16455 51 AV S TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 16455 51 AV S , TUKWILA WA Owner: Name: SNYDER DAVID L +LORRAINE M Address: 15018 SE FAIRWOOD BLVD , RENTON WA 98058 Phone: Contact Person: Name: ICAMALJIT SINGH Address: 5132 S 166 LN , SEATTLE WA 98188 Phone: 206 423 -8800 Contractor: Name: ARCO HOMES Address: 5132 S 166 LN , SEATAC WA 98188 Phone: Contractor License No: ARCOHH *931L9 doc: IBC-10 /06 CityLf 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -141 Issue Date: 06/29/2007 Permit Expires On: 12/26/2007 Expiration Date: 06/29/2009 DESCRIPTION OF WORK: CONSTRUCTION OF 4049 SF SFR WITH 720 SF ATTACHED GARAGE PROJECT ON VALLEY VIEW SEWER AND WD #125 WATER. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, ACCESS DRIVEWAY AND STORM DRAINAGE. Water,Sewer and Power capped @ property line as result of previous house demo. Value of Construction: $407,424.14 Fees Collected: $6,392.68 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 D07 -141 Printed: 06-29 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y City o,_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 Number: D07 -141 Issue Date: 06/29/2007 Permit Expires On: 12/26/2007 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 100 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: l i ce^-^ I Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe ormance of work. I am authorized to sign and obtain this development permit. Signature: Date: b e12-7/6 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10 /06 S 1 g 411 kA L - �r 1 D07 - 141 Printed: 06-29 -2007 Parcel No.: 5379802735 Address: 16455 51 AV S TURW Suite No: Tenant: SINGH RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -141 Status: ISSUED Applied Date: 04/18/2007 Issue Date: 06/29/2007 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: All wood to remain in placed concrete shall be treated wood. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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 Permit Center. doc: Cond -10/06 D07 -141 Printed: 06-29 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 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: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 27: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 28: 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. 29: 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. 30: 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. 31: Any material spilled onto any street shall be cleaned up immediately. 32: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 33: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 34: The Land Altering Permit Fee is based upon an estimated cubic yards of . If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. doc: Cond -10/06 D07 -141 Printed: 06-29 -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 35: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 36: 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. 37: The site shall have permanent erosion control measures in place as soon as possible after fmal grading has been completed and prior to the Final Inspection. 38: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 39: For residential driveways, a minimum 12" reinforced concrete pipe shall be installed under the driveway at the existing drainage ditch location if existing open ditch is to remain open at each end. 40: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 41: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 42: Applicant shall obtain sanitary sewer permit from Valley View Sewer District. Water Service shall be coordinated with Highline Water District. 43: Applicant shall pay pavement mitigation fee if roadway pavement was disturbed as a result of this development. fee amount shall be assesses by Public Works and paid by applicant prior to final permit sign -off. doc: Cond -10/06 * *continued on next page ** D07 -141 Printed: 06-29 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: 0 G I 7 -1 6 - 1 Print Name: 0 %-) A 1 p\o, D07 - 141 Printed: 06-29 -2007 Site Address: /6 t SS .c/ Ave- S 0 Tenant Name: Property Owners Name: Mailing Address: Name: z(Am ?} L S l T .S1 Ai Gt 1'\ Mailing Address: ,SI 3 2- -So /4g L J E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: `(V ece '^ l b eat-4" �S INEER, CITY OF TUKWIL4 Community Developmer apartment Public Works Department' ' Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us ' I3 Z St-1 /C6' t- rki S sk Lf •F REC i< A sr f i-r S 1 tv G-\ �3 a� vim, II Plans must be Company Name: Mailing Address: Contact Person: E -Mail Address: Q:\ApplicationsWorms- Applications On LinM3 -2006 - Permit Application.doc Revised: 9.2006 bh Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: $37 116 '2 * City Fax Number: ineer Suite Number: New Tenant: Floor: .... Yes El ..No w $4 State 3 P/ Zip who do we contact when your permit is ready to be;issu Day Telephone: Zo 6 - W $ Q 0 0 ere- 'T L-E City Fax Number: State Zip GENERAL CONTRACTOR INFORMATION - (Contractor )Information for Mechanical (pg4) for Plumbing,and Gas Piping (pg city Day Telephone: Fax Number: Expiration Date: State Zip ecto Mailing Address: 3 313 o -S u 4 ? O L 7? C-ei fy 1- D Z j Q City // State Zip Contact Person: GP, !Nt E -Mail Address: / teC•¢ -/✓ /767- Q / CA" "u Cty //�� 1r/# State 7` Zip Day Telephone: 2S3 - fS cf O ^ 33 ?A' Fax Number: Page 1 of 6 Valuation of Project (contractor's bid p l $ Existing i1ding Valuation: $ Scope of Work (please provide detailed information): C'o ns.V t^ cfity� 0(._ Yv2 w �� (�S e 1..� Will there be new rack storage? ❑.... Yes Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q:\ Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh .. No If yes, a separate permit and plan submittal will be required. 222 • 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): I S I/ 1P Floor area of principal dwelling: 4 71 s � Floor area of accessory dwelling: *Provide documentation thaows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 51 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [511 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. Page 2 of 6 Scope of Work (please jrovide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 gi ...Water Availability Provided Sewer District ❑ ... Tukwila ❑ ...Sewer Use Certificate 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" x34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ® ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public crPAv cif o �... ValVue J... Sewer Availability Provided „ ,, Q: \Appliationa'Ponns- Applications On LineO-2006 - Permit Appliation.doc Revised: 9 -2006 bh ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Call before you Dig: 1 800 - 424 - 5555 WO # WO # WO # Private Private Highline ❑ .. Renton ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line 10 ...Water ®...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit TYPe ' Qty ; IJnitTYPp . Qty = Unit Type: `; Qty - 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/Refiig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Command rikvotiviktermfo.4yiki IJiUKMAi.U1t MECHANICAL CONTRACTOR IN*MATION Company Name: Mailing Address: Contact Person: E -Mail Address: 5323 $ 3)1 ST Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ C soo Scope of Work (please provide detailed information): NCt CrrtST v C'C1 o Y■ Use: Residential: New .... Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ cay11 011 1 '1q , ) ^y L A , (S,ti ni a J� I1 POOH City State Zip Day Telephone: 2S 3 -79 '731'1 Fax Number: 2S 3 - - F Expiration Date: Fuel Type: Electric © Gas Other: Indicate type of mechanical work being installed and the quantity below: Q:Wpplications'Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 'Fixture Type Qty Fixture Type;.. ; Qty . Fixture Type Qty ..:Fixture Type.'; " Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets i t Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic I Floor drain Sinks 6 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, . with independent drain ' Lavatory . Water Closet t 7 Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 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 PERMIT INFORMATION - 206 -431 -3 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION fIAC K — N — S o wS Pati a t'h� Q O 13oX R93 Co-r'1$t»» of 7) City Day Telephone: Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ S300 • Valuation of Gas Piping work (contractor's bid price): $ Co o Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: IAN w ■• Sewer: Vd U S -2 we,. Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: 1Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Expiration Date: rJ�u C 0r,,,S 1=r.. crV r , State Zip 36o- P21 _ >> 3 Fax Number: 7 – -- d 31 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. Print Name: 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 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). Mailing Address: S7 3 2 / t; c cr..) Date Application Expires: loh Date Application. Accepted: i'OCc✓+ -�M.Y ��M tArA L T $ir► Pe\ Q On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: °� `Z ,fl, Day Telephone: 2_o g - L1 2-3 $ g O City State Zip Staff Initials: Page 6 of 6 i Parcel No.: 5379802735 Address: 16455 51 AV S TUKW Suite No: Applicant: SINGH RESIDENCE Receipt No.: R08 -00273 Payee: KAMALJIT SINGH TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PW ADDL PERMIT /INSP FEE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Initials: LAW Payment Date: 01/31/2008 03:44 PM User ID: 1632 Balance: $0.00 Amount Payment Check 9163 64.75 Account Code Current Pmts 000/342.400 64.75 Total: $64.75 Permit Number: D07 -141 Status: ISSUED Applied Date: 04/18/2007 Issue Date: 06/29/2007 Payment Amount: $64.75 7935 02/01 9710 TOTAL 64.75 doc: Receiot -06 Printed: 01 -31 -2008 Parcel No.: 5379802735 Address: 16455 51 AV S TUKW Suite No: Applicant: SINGE RESIDENCE Receipt No.: R07 -01272 Payee: KAMALJIT SINGH TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 RECEIPT Payment Check 9396 3,838.50 Account Code Current Pmts Total: $3,838.50 Permit Number: D07 - 141 Status: APPROVED Applied Date: 04/18/2007 Issue Date: Payment Amount: $3,838.50 Initials: WER Payment Date: 06/29/2007 04:33 PM User ID: 1655 Balance: $0.00 Amount 3,369.50 37.00 23.50 259.00 145.00 4.50 9902 07/02 9716 TOTAL 4442.00 doc: Receiot -06 Printed: 06-29 -2007 Dner RECSETS -AB RECEIPT NO: R07 -00599 Initials: JEM User ID: 1165 Payee: KAMALJIT SINGH SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Descript 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 SET ID: S000000730 SET NAME: Tmp set/Initialized Activities "D07 -141 2,554.18 M07 -081 41.00 PG07 -098 79.00 TOTAL: 2,674.18 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 9131 2,674.18 TOTAL: 2,674.18 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code Current Pmts 000/345.830 2,310.18 000/322.100 250.00 000/345.830 114.00 TOTAL: 2,674.18 Payment Date: 04/18/2007 Total Payment: 2,674.18 7244 04/18 9716 TOTAL 2674.18 Project: ,..— s (11 "ef kil eE Type of Inspection: _ , ' A J 41 6 o . Address: / .57 .st 6_55 da--- Date Called: Special Instructions: / Date Wanted: o a.m. Requester: Phone No je(D 4 23 -WO INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. COMMENTS: lnspece a‘it_t LJ Date: 2 _ Ocr $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: Do 741/ Pr ' Type of Inspection'. �w 73 Addres Io V S / v S Date Called: Special Instructions: Date Wanted: m S° / Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE ' • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to ,approval. COMMENTS: $5� 0 REINSPECTION FEE SQUIRED. Pl • r to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: �p Type of Inspection: �� {t �� Addres /4"/ _ S , s /de s.. Date Ca led: Special Instructions: Date Wanted: a /0 /x/ - 07 Requester: Phone No:2476' / J `7 INSPECTION RECORD Retain a copy with permit PERMIT 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: 0 REINSPECTION FEE QUIRED. P or to inspection, fee must be at 6300 Southcenter Blv•.. Suite 100. • 11 the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 0 l '-/ ‘ /A -7 q G -e�!> // // Gl�l / / / 1 -- C' ..' �f .7/ ,, `i Date Called: r S'P # b I // /7 /7e -ko` /1 r 7C, r H G A /o rG ./i H at 0/7 /l 7. r 4C4f - A iv 1,Ja / / S�7 7-c s ( <oGf n o , C J�Gc, �a.m�. Requester: /1 l Project: / v1 j G 1 Type of Inspion: �// vs e)/ i.-7.u,�r Addres// v `i Date Called: Special Instructions: 4 --- Date Wanted;., �a.m�. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION tt 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3(;7 Approved per applicable codes. (Inspector INSPECTION RECORD Retain a copy with permit PERMIT NO. orrections required prior to approval. I 7/ r7 $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: Prone / ) ) / i b j< t'S - Type of I ction: ,`'N,42/,///1) Address: /fV S5"I /9 v S Date Called: Special Instructions: Date W ted: am.. p.rn- — / O Reg uester: Phone No: c Q/.5 - Qv0 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P IITNO. (206)431-3 OMMENTS: proved per applicable codes. Corrections required prior to approval. $58.00 REINSPE P + N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: //L J 4 / ?e . Type of Inspection: / / 6) 27 �l Addr ss: /z7,55 5741, S Date Called: Special Instructions: Date Wanted: /� /b /% ^ 0 -7 6:m, p.m. Requester: Phone No: 2d‘ — yz3 v / INSPECTION RECORD Retain a copy with permit INSPECT' N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 67 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspectie / ❑ $58.00 REINS ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: /7 IC lot (..- ,,rc'ff 71 , 30 if �. 7` /owe; fi p,94 n f. Date Called: / / e 0 i‘-t p -r $'4-t 77 ,-,c:' .S( s ' DY /'Qi /pr�� Requester Phone No: _ - e. (3 "ega - ----- 1 a Project: � � < <I^e Type of Inspection: �' Addre /s: Date Called: Spec ial Instructions: , Date Wanted: a. . '� G � Requester Phone No: _ - e. (3 "ega INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. J lnspecto (Date: El $58.00 REIN ON FEE REQUIRED. Prior to inspection, fee must be paid at 630 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: !Date: PER (206)431 -3670 c orrections required prior to approval. Project: 5�, Type of Inspection: / fa 11 „, s c-l-./ Address: 4( instructions: � / ki Date Called: —.� Spec" — — - Date Wanted: a.m. Requester: /' Phone No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /3 INSPECTION NO. Retain a copy with permit MYRA INSPECTION RECORD (206)431 -3670 Inspecto $58.00 REI CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6311 Southcenter Blvd.. Suite 100. Call the schedule reinspection. pproved per applicable codes. Corrections required prior to approval. COMMENTS: I Date: 2 Y- ? Receipt No.: `Date: Project: , S /Nj 4 - Type of Iection: , U / /1 /9/ /7/AJ Address: / /( S /f1,7 S Date Called: Special Instructions: Date Wanted: g;rn 5 // p.m. Requester: Phone No: r9 D6. ^L /Z. -3,-51 d INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit . . 1 • 10 7 - /5// PERMIT NO CITY OF TUKWILA BUILDING DIVISION K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -$6 Date: - 1 / El $58.00 REINSPECTION(EE REQUI ED. Prior to inspection, fee rrist be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: X44-- A' /y %> 3 P S C. 4A ' hf� -4, 1 f 97/ — /2 4 � S A)- O� Inspector: f l ,h c Corrections required prior to approval. Project: 0 ,---24 4 Type of In ection: 1 7 0 (,)‘-, // C4?///'1.2 Address: S--7T-5/A, `l �. S Date Called: Special rnnstructions: 7 Date Wanted n, ' Requester: </ Phone No: INSPECTION RECORD Retain a copy with permit r INSPECTIO IVO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ❑ $58.00 REINSPECTION REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (206)431 -3,6 Receipt No.: 'Date: Pro'ect: /% 1 GI /,),.... - Type of Inspection: Ge/,/ 6 %, ih '. t �f Address: Date Called: �• Special Instructions: Date Wanted: [:y m — 6' 7 p•m• Requester: Phone No: . - ; °6 ' - e / "C53OU INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMQ N (206)431 -3 COMMENTS: (-lam J S s i ZGUL zr� X714 ( / Approved per applicable codes. Corrections required prior . 'o approval. $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: '9/ Pro' ` t: . Y� ∎ ,, Type of Inspection: \ / -e7 z Address. S /h6 -�--, sii9a Date Called: Special Instructions: Date Wanted: C_ a,rtr~ - - o - p.m. Requester: Phone No: 6 e- /Z3 -5 7C �A INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. p . CITY OF TUKWILA BUILDING DIVISION r-- • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36170 I 2fApproved per applicable codes. Corrections required prior to approval. IZ COMMENTS: (Inspector: U $58.00 REINSPECTION'i EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt t1o. iDate: Prpjject: �c Type of Inspect /( 1/ A, Address: , /4 ‘75 ■/9a Date Called: Special Instructions: ( // 4A(A.d Dat anted: -- 0- 2 p.m. Requester: : 1/23 .8,o0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM 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: —3 �- S c _5 / / / 4 ` � -wit ei// " / , s .. $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: .A 7- /5// N Pro'ect: Type of Inspection: (L92 /Ai /Ai> 1 71° . • Adds: s: / /6 c/5 s .5 /1 S Date Called: Special Instructions: Date Wanted: ( — j — 0-7 p.m. Requester: Phone No: _76‘- 4 12 7 - vv ©U INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit ai 7 -/ PER N COMMENTS: fi e _ /- i --fk) /-I // n /.67-(1 Cl-r--f - rWe / � / ��� ti X-- � * rifi#) /mot ! (' Fin / /yl 4,/u , 5- C 0-7_,1A f ii e1v7.,z9i -.t 61 '2.-7-.�i�( J JJ Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: ' � Type of npecti� � �,L- `al Addre3 -- A Date Called �� Special Instructions: Date Wanted 9'C/ / a.m. p.m. Requester: Phone No: 2 ,�,,,,� // 77 0 INSPECTION RECORD Retain a copy with permit INSPECTIOR'NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: r Corrections required prior to approval. Date: < <i\ ❑ $58.00 REINSPECTION " E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: / Typepf 7 :0 9 ,4 ) --c4 Addre s; / Date Called: 4 Special Instructions: 01 ��fD`0/ Date Wante !� f/ r 3-0 p.m. Requester: Phone No: , /-)i gg -. INSPECTIOM'NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431- COMMENTS: Approved per applicable codes. El Corrections required prior to approval. l 1J $58.00 REINSPECTION E REQUIRED. Prior to inspection. fe must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro /A/7 Type of Inspection: 2./A/C) , Address: .574(/ _5 Date Called: Special Instructions: Date Wanted: dim' p.m. Requester: Phone No: -40 z/Z3- 5,30. INSPECTION RECORD Retain a copy with permit INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431-36 0 $ .00 REINSPECT1ON FE REQUIRE . 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: Project i , Type of Inspectian: / ,r0 •side , Addre Ls — S7 ■e--5 Date Called: Special structions: i-2, - --- 1 , Z4 el, e0/0/Z-0/ Date Wanted: ---/6—Z, li. Requester: Phone No: — ( ' - 3 — gQ Ap proved per applicable codes. K Corrections required prior to approval. COMMENTS: • I /1 'I INSPEION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l Ins p ecto : INSPECTION RECORD Retain a copy with permit ( (206)431-3670 $58.00 INSPECTION 1E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: � �/ h 4r- • Type of Inspection: / OY/tt -(,q // Av (N 7 // Andress: /G s'.5S 57/7v $ Date Called: Special Instructions: Date Wanted: /D — U e Requester: Phone c - /z 3 - 2,_SeU NSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .Do 7 - COMMENTS: Inspec -'41 'Date: Da l — /a � 0 REF NSPECTION REQUIRED. P or to inspection, fee mt st be at 6300 Southcenter vd., Suite 10 Call the schedule reinspection. J Rec.tNo.: pproved per applicable codes. [] Corrections required prior to approval. Project: Type of Inspection: 261 \_J Address /� _ Date Called. Special Instructions: - Date Wanted: -7----7 a.m P.m. Requester: Phone No: Z06- 42-3 SPZ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 1 I Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $58.00 INSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: P r ct: (� vec/ Type of I tion: i H aJ A !X• dr S c QL5 S 33. D ate Called: g7/00 S e cial P 1' 6 a4e instructions: ' 5t I f s Date Wanted: a.m. Requester: Phone-No: e ) 42-gro P x n ' Q INSPECTION NO. PERMIT NO. 2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3670 ID Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. COMMENTS: -/-)20/6 , / cue-f--1 ‘ 7/0 Guti 3/1:k ?-( Litkeb Inspector: Aa 'Date: a( ve_i 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: /...<h Type of Inspection: sV Addre(s/s: C C / c. Date Called: ^ Special Instructions: .. Date Wanted: a.m. p.m. Requester: '".--N..- e k Phone No: c. i t 2 3 f5 'cio Approved per applicable codes. (Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j)07 - l9( PERMIT NO. 4/ (Date: -7/1/107 (206)431 -3670 Corrections required prior to approval. COMMENTS: I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: 9) INSPECTION RECORD E { Retain a copy with permit INSPECTION ,11 iii 0 PERMIT NO. CITY OF tUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Address: I / q5) 5 Special Instructions: Type of Inspection: Date Called: 7/41 Date Wanted: 4' I a.m. p.m. Requester: N Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: dN 14PJ,t, (A104 (-Az (f\4 C. ( -- p x_.0 f aN PAA4f1 tv 'inspector: A0 Date: 1% " I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: i2e 9 . 5 -- Sprinklers: ii Type of Inspection: r eS )44,J1-. W'Cr r ,f2,.. C ,,,),,q___ Address: /t, q5 5 Suite #: S ittA S Contact Person: Special Instructions: Permits: p- Phone No.: - Ltd 3 -Vod Needs Shift Inspection: 0 Sprinklers: ii Fire Alarm: Hood & Duct: d Monitor: ■h,N -- 2 Pre -Fire: N /P5 Permits: p- Occupancy Type: i INSPECTION NUMBER Tukwila, Wa. 98188 206- 575 -4407 (1747WrOved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: Inspector: s y Date: V; f a C Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 SO - CLEAN r POV$R POLE U L w Date: City of Tukwila BUILDING DIVISION r- OUT 11.0' Plan review approval is subject to emus and omissions. Approval of construction documents does not authorize the violation of any adopted code or orckance. Receipt -of approved Field Copy and oondlionsisackno edged: B -% POWER BOx I HDPE PIPE" CONNECT TO EXISTING CB I \ PROPOSED SINGLE FAMILY RESIDENCE FINISHED GRADE ELEVATION 345.5 SS CB 100.0' ;P,ORGH — WALKWAY CB - /LOCRINO LID 15 LF 4" PVC PIPE (MIN. 0.5% SLOPE) 100.0' CB -TYPE 1 PLAN AMC] HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. SEWER STUB t-, SD 35 LF 4" PVC PIPE (MIN. 0.5% SLOPE) 55 �- -z DOWNSPOUT (TYP.) / PVCIPIPE (MIN. 2% SLOPE) 2 CAR-GARAGE CONCRETE SLAB SLOPE TO THE DOOR DRIVIaWAY C \BLE,1 BOx r Amor 14.0' YARD DRAIN, RIM ELEVATION GRADE TO DRAIN 51ST AVE S. w ❑ CI / I E x. DRIVEWAY ENTRANCE I\ ELEGT!LCAL I I .1 1 SO SO SS — H 344 346 PRE HYRANT 345 1 w SS RETLPL) Cr i ` L< 1 ,"4',s .A 'JAN 1 8 ?DB NO. DATE 1-17-08 BY - HPH REVISION DESCRIPTION AS -BUILT JOB NO. R07100 ISSUE DATE 5 - 24 - 07 DESIGNED BY: R. E. O'BRIEN DRAWN BY: R. E. O'BRIEN CHECKED BY: PROJ. MNGR A. T. NGUYEN H. H. PHAN I EXPIRES 07/22/07 I EXPIRES 09/10/07 CON CEPT f �,� 3 1 Land Development and Civil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 856 -2388 F (206) 935 -2822 www.THECONCEPTGRP.com LEGEND PROPERTY UNE - - ROADWAY CENTERLINE - - -- RIGHT OF WAY LEGAL DESCRIPTION THE EAST 75 FEET OF THE SOUTH 100 FEET OF THE FOLLOWING DESCRIBED TRACT: BEGIN AT A POINT ON THE NORTH UNE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANCE NORTH 89'59'10' WEST 356.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 015'50' EAST, 1251.60 FEET; THENCE SOUTH 89'59'10' EAST, 150.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'59'10' EAST 175.51 FEET TO A UNE 30 FEET WEST OF AND PARALLEL TO THE EAST UNE OF SAID SECTION 27; THENCE ALONG THE SAID PARALLEL UNE SOUTH 014'13" EAST 580.80 FEET; THENCE NORTH 89'59'10' WEST 175.24 FEET; THENCE NORTH 89'59'10' WEST, 580.80 FEET TO THE TRUE POINT OF BEGINNING. (BONG KNOWN AS THE EAST 75 FEET OF THE SOUTH 100 FEET OF LOT 1, BLOCK 14, MCMICKEN HEIGHTS DIVISION NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF). TAX PARCEL NUMBER 5379802735 DATA BUILDINGS: 2,477 SQ. FT. PORCH: �FT. TOTAL IM y tjave been reviewed by the Public LOT SIZE:WR BO.Department for conformance with current City standards. Acceptance is subject to errors and 33.6% omissions which do not authorize violations of adopted standards . or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: BY� 3S poi -- I u VI \I • AS —BUILT KAMALJIT SINGH 16455 - 51ST AVE S TUKWILA, WA 98188 SITE PLAN REFERENCE SHEET NO. Sit SHEET OF SHEETS 04/02/07 Engineered by: George Gergis, P.E. Client: Uri Manchick Federal Way, Wa Project : Two story single family residence structure Plans and design by: Manchick Home Design. Federal Way, Oregon Plan dated Site address: 16455 51' Ave S Tukwila WA 98088 Scope: Gravity and Lateral design Codes: IBC 2003 Roof: DL:25psf (Tile) , LL:25psf Floor: DL:12psf, LL:40psf Seismic; Zone D Wind: 85 mph, Exp B Soils: 1500psf, type D Jurisdiction City of Tukwila GEORGE GERGIS, P. E. CIVIL CAL 12701 111th Ave E Puyallup, Wa 98374 (253) 840 -3398 FILE COPY STRUCTURAL CALCJLATIONS : For `AU SOP` MANCHICK RESIDENCE —1R COMPISA C COD APPR JUN 21 2001 Notes: 1- These calculations are limited to the lateral and gravity design of the two story structure. 2- They are not valid without an original wet stamp. 3- See plan report for details. RECEIVED CITY OPTUKWILA APR 18 7001 PERMITCENTER 7 i 1' ; 1 I ! ■ : - , : : i I I „cir(_ , -- .., r , ' i , . , I , . • , • . .,..,, j i , : , i i , 4. ■ Air . 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(.- ,-- , i --i -r-- --I- r 1 ' : i , 1 i i I ;_ . -; , , 1 i 1 1 1 1 1. 1- r I r-- ; r --I- --,- • 4 1- --- 1 r - r - I : I I , , 1 1 1 1 , ;-- 1 ; , 1 ; ; 1 , --,----- r 1 [ r r r r---- 1-- ; , , 1 1111 1 1 I , I _i .4._ i_ _/. .. _ 1 _ t __ f 7 ._ r .1_.t t -1-- ir ____„_. ...._. „...____• i I , • i , 1 . , , _ 1 _ 1 4_ _[_---,---- —; -1. -i- - r- >.— e r - -t - -_,.._ ..,___ -____,..._ ,.. _ ... „_.• i .__. ; _,_ — _ ; , --, , . i 1 : 1 r i i I 'r I f i r • i r r _ i ___ 4.__. f . ; S t t 1 I 1 t 1 ; t f I t It r , i --i r t" r — L -- ', 1 r t • . ,, j 1 - r• ! i t J t , 1 1 t J . . , t 1 1 i 1 ■ i i 'i ; J 1 1 1 --— i — 1----i-, , -, t- 1 t ' _t____:_r r, a , 1 i i ,. : I , ,_ : . , , i , 1 1 , , . , i I : _....... , r— t-- 1— r , 1 t_ , t ,_ _,. ; __,_ ___,___ 1 i , : i i ,i ,_ t____;,_ t___ ,______ _, : _4 r - t ---, i --,.• t 11 ' -- :' 1 t• ; -•'.:--- I . 1 , ' 1 1 .. ---,- 1 ....-- I May 17, 2007 Kamaljit Singh 5132 S 166Ln Seattle WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -141 Singh Residence —16455 51 Av S Dear Mr. Singh, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 Planning and Public Works Departments. At this time the Building and Fire Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at 206 431 -2440, 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 throujh the mail or by a messenker service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, Jennifer Marshall Permit Technician encl File No. D07 -141 P :\Pemut Center■Correction Letters Correction Ltr #1.DOC Jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: April 19, 2007 Kamaljit Singh D07 -141 5132 S. 166 St LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. Please address the following: 1. The building footprints provided appear not to include the front porch. Provide the total square footage of the porch. 2. Provide the area of the two decks located on the 2 floor. 3. It is unclear from the plans provided that the proposed home will be below the maximum height limit of 30 feet. The elevations indicate that the site is flat. However, there is a slight elevation change on the southwest portion of the property. Please provide the average grade plan for the site. The average grade plan is defined as, "A reference plane representing the average finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away form the exterior walls, the reference plan shall be established by the lowest points within the area between the building and the lot line or, where the lot is more than six feet from the building, between the building and a point six feet from the building (IBC 502.1) ". Height is measured from the grade plan. 4. The site map indicates that a raised porch will be installed, yet the porch is not shown in the elevation and thus is not included in the height measurement. Please update the elevations. 5. The driveway area is too large. The driveway cannot be greater than 1200 square feet. Sloe Nino PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: May 16, 2007 PROJECT: Singh Kamaijit New SFR 16455 51 Ave South REVIEW #: 1 PERMIT NO: D07 -141 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Applicant shall contact Valley View Sewer District at (206)242 -3236 and obtain a sanitary side sewer permit and side sewer plan approval. Submit copies to Public Works. 2) Your plan shows phone, electrical, and gas on the north side of your property. These lines are shown only within the perimeter of your lot. Does this mean that these services are already stubbed at your property line or does the public right -of -way need to be disturbed to bring these services? If the right -of -way needs to be disturbed, show the limit of trenching in the right -of -way. 3) On your site plan show and label existing concrete sidewalk and driveway. Show portion of existing driveway left after demolition of the previous home. 4) Please provide a storm drainage plan per King County Surface Water Design Manual 1998 edition. Infiltration shall be utilized as preferred method to control runoff, refer to City of Tukwila Development Bulletin C 1. If, however, due to site constrains and soil conditions infiltration is not feasible, Public Works will allow to tie your site into the existing storm drainage system in the street. In this case, please show location of the nearest catch basin you plan to tie into and the length and slope of the storm drainage pipe facilitating the connection. Please note that ADS -N12 pipe material shall be used in the right -of -way. (P:Joanna S /Comments 1 D07 -141 PW) 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 PW may adjust estimated fees PROJECT NAME r A 1 — 31 1— S 1 r'' 4 fl PERMIT # 5. Enter total excavation volume 1(7° cubic yards If on cubic yards Dlc.ti w.,ty4 tim^IS • Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention it 2 . ' Water /Sewer /Surface Water et SO4( 4.. /S03 qgj o l Road/Parking/Access it -Dock A. Total Improvements eArA .R -cam {S 3. Calculate improvement -based fees: CJ� 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) 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. Enter total fill volume GRADING Plan Review and Permit Fees 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. RECEIVED CITY OFTUKWILA APR 18 ?001 PER ITCENTER $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ Approved 09.25.02 Last Revised Jan. 2006 1 4" PVC Pipe 300 LF $ 1.25 $1 LF $375.00 6" PVC Pipe 42 LF $ 3.00 $/ LF $126.00 6" HDPE Pipe 17 LF $ 6.00 $1 LF $102.00 Yard Drain 1 Each $ 400.00 $/ Each $400.00 Curb Inlet Structures 1 Each $ 500.00 $/ Each $500.00 Total $1,503.00 Joanna Spencer - SINGH Stormwater , t Estimate.pdf CONC i s 5 MEMORANDUM Date: June 8, 2007 To: Joanna Spencer From: Anna Nguyen, P.E 650 Scut Crcas Street, Suite #214 • Seale, Wastingtar 98108 • T206.658.0125 • F206.658.0127 Subject: Stormwater Cost Estimate Kamaljit Singh Property 16455 — 51'` Avenue South Below is our engineer's cost estimate for the stormwater system. Please contact me if you have any questions regarding this estimate. A NEW DIMENSION OF DESIGN PERCEPTION Page 1 • • OUTSIDE INSIDE REPAIRS DISTRICT APPROVAL BY DATE 4 - Zec `� APPLICATION FOR yy�� SIDE SEWER PERMIT DEPOSIT $ / VAL VUE SEWER DISTRICT C 2 /a4 / ' „41/ 14816 Military Road S. • Seattle, Washington OWNER el/1g � / f / ® ,Q. 7 CONTRACTOR HOUSE ADDRESS /6 ' L �� .57 ' � ` 1 ' 5 BASEMENT: YES NO NAME SUB - DIVISION /' LOT No. BLK. No. TAX LOT No. S V 3 7 9 � - 2-7 3 SCALE CITY RECEIVED MAY 29 1001 PERMITCENTER TEST RESULTS \I t`a BY/A PERMIT 6399 EASEMENT No. ��// RECEIPT No. a7,z 8`6 DATE Z-6 07 CORRECT ION LTR# 14 I HEREBY C '► THAT THE ABOVE CONNECTION HAS BE _ AS SHOWN, PRIOR TO BACKFILL • DATE` •Z ? 0 7 T5N U,. (Part A: (To IBS C ompeted y �►pplicar t)„ • Purpose Certificate: . Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: a sidential Single Family ❑ Residential Multi - Family . ❑ Commercial ❑ Other Applicants Name: 4/7/4/}17 S . Phone: 0,0 (p, Z /2 j - 'FPU( Property Address or Approximate Location: Tax Lot Number: /6 5 / — S- TU. K, 637960 - x -7 35 Legal Description(Attach Map and Legal Description if necessary): Piii (T e.Co mpieted' y se wer ageifdy ` ' ~ , { `` 1. LEI a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, - OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ► a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: - GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $&' residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro • without notice.) . RECEIVED b. Easements: ❑ Required ❑ May be Required ' art ofT CIA c. Other: 18 7 007 APR pERitArrCENTER �`r i��CA1 E o1 S WE AVAILABI L�`T �/ o AVAILA Brr�.J Residential: $50 nt. Title 14816 Military Road South P.O : ' ; c 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability certify that the above,sewer agency information is true. This certification shall be valid for one year date of signatur VIZ /07 . Da e . 1/4 ATTACHMENT TO VAL VUE SEWER DISTRICT ILITY Sewer CERTIFICATE OF SEWER The following terms and conditions applY to the attiched Val Vue District ( "District ") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein Property "), which is in the District's service area, for the sole puriiose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of e, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third-party beneficiary principles or 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does notconstitute and may not be relied upon as the District's guarantee that sewer service will be available at the tin.,, the applicant - - - - -y apply to the District r such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able -to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant maybe required.to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewerAvailability /NonAvailability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Date (It\1)210'1 Owner Information: jAgent/Contact Person:: ,- . r II Owner Name: Kamaljit Singh Agent/Contact: Owner Address: 16455 51ST Ave So., Tukwila, WA 98188 Agent Address: Owner Phone: 206 -423 -8800 Contact Phone: •• CITY OF TUKWIL'' Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Part A: To be completed by applicant This certificate is for the purposes of: SFR - tear down & re -build 3. Site Address: 16455 51ST Ave So BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Estimated number of service connection and water meter size(s): One existing 5/8" service Vehicular distance from nearest hydrant to the closest point of structure is 55' +- Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner /Agent Signature 1. The proposed project is within 2. No improvements required. I hereby certify that the above information is true an HIGHLINE WATER DISTRICT / 206 - 824 - 037 By Agency /Phone Permit Ce.,,:/Building Division: 206 - 431 - 3670 Public Works Department: 206 - 433 - 0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: (attach map and legal description showing hydrant location and size of main):. ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ OTHER Date FART B. To Ile completed by water utility district '. TUKWILA /King 5. Water Availability: V Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3209.65 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customers intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. THOMAS KEOWN DISTRICT ENGINEER 4/12/2007 Date RECEIVED CITY OFTUKWILA APR 18 ?.007 PERMITGEITER VAT4 111 Print Reoort for 16455 51st AVE S Date: Thursday, April 12, 2007, Time: 09:41:02, Page 1 from hwd- eps- 04- 27- 04- win.dwg Static Static Fire -Flow Residual Available Flow Available Flow ID Demand Pressure Demand Pressure @Hydrant Pressure (gpm) (psi) (gpm) (psi) (gpm) (psi) 2018 0.80 86.64 1,000.00 75.69 3,209.65 20.10 Print Reoort for 16455 51st AVE S Date: Thursday, April 12, 2007, Time: 09:41:02, Page 1 from hwd- eps- 04- 27- 04- win.dwg 16415 55837836 16421 58837838 58837792 i n 16427 M 75.24 16623 c 5$37790 , 01 1343 4 o_ 0 20 75 st 65 03 V1570 I 0 , M 80 or; %3 LOT 1 5021 M11207 0 N 00 515 60 2 75 O co co N 0 60 H2143 75 " AC C 0INTRACT: 64-3, 6— 7/181 1 FUT�IRE SEr CE 80 20 LOT 1 H2 44 M ? ?6/1 03 CO M to O N • r 03 • z 15' 20 $5 75 31 00 N h 5029 588.T83 L J b o M M M O n Cn 25 44 . 4 / 55.12 AO in "4 CD 4845 — co CKEN —HEI 5033 58837881 LOT C 16435 13721751 16441 LOT B 16445 M21555 5883779103 CO 03 CO NI ▪ 03 100 67 1 . 1 16637 58837879 16639 \ I 8 co ce Co 16 320 — 25' 16426 2 9 M9967 5884441 16444 M2856 55837849, 22.22 144 / 16446 M2854 0 58837712 58837837 16418 $ t 2040.00 0 16452 °O M2852 V1765 58837895 V1766 11 16460 M2850 58837711 16604 M2848 58837893 SEA 190 600 1 1 5� 5' LO V38 5.01 14626 LOT M2842 ° 5F3�74 588 385 E , KCSP 6 4104 85051. "' LOT 1 LOT 2 • 58837890 8 16710 • ACTIVITY NUMBER: D07 -141 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 16455 51 AV S Original Plan Submittal. Response to Correction Letter # DATE: 01 -18 -08 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Building Division ❑ Public Works [AAA DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ 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 d Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural ❑ Permit Coordinator DUE DATE: 01-24-08 Not Applicable ❑ No further Review Required DATE: DUE DATE: 02 -21 -08 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Planning Division C ACTIVITY NUMBER: D07 -141 DATE: 05 -29 -07 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 16455 51 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division n Fire Prevention li Works Structural 111 Permit Coordinator ❑ A tiu (a— -01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ 41& I,.Z-a Planning Division DUE DATE: 05-31-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 06-28-07 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: G ivision Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -141 DATE: 04 -18 -07 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 16455 51 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued 5t( A&c' 444 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Bldg ❑ Fire ❑ Ping DATE: , Q�Iq -1 do Planning Division Permit Coordinator n DUE DATE: 04-19-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1I Structural Review Required ❑ No further Review Required DUE DATE: 05-1 7 -07 Approved C Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: PW Oit Staff Initials: }✓ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 1 - ►8 -00 sPI oa.(b) IoY Ae-J Summary of Revision: Anov -2 I OrA7l- (AA d- ic,it bys -, Received by: fi "'t?/' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: Si y , . , , Ck it‘C f , SITE ADDRESS: I 61.-- Is i S S 14', S REVISION LOG PERMIT NO: `.,�d k 1 4 ORIGINAL ISSUE DATE: (o G C�7 (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: 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, far, etc. Date: bk l'V- 8 b g Plan Check/Permit Number: to 7 — 1�� ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued RI Revision requested by a City Building Inspector or Plans Examiner Project Name: [ N G.Y\ QQ_S G1 Pn, Project Address: W66( (5 V-2 S� Summary of Revision: OP TN tiA 1JAN 1 8 2008 Contact Person: k 4 Yh f} L Phone Number: 20 a Created: 8-13-2004 Qrvier c_ w S . AnipvW VnG k) of CAVE t Steven M Mullet, Mayor Steve Lancaster, Director Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision nn Received at the City of Tukwila Permit C ter by: Entered in Permits Plus on I ►� lapplicabonstfornu- applications on lmet evision submittal 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 Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 / /r) 7 Plan Check/Permit Number: D07 -141 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CITY OF TUKWIL4 MAY 2 9 2007i PERMIT CENT j Project Name: Singh Residence Project Address: 16455 51 Av S Contact Person: J( L SIA/C Phone Number: 2:3G-4 2 6- Summary of Revision: K c I's Si/ so. . Fr. Fetzo T )eGCS -74d A45 � ' b� 13u/c-o,) 7 7 3zf. C S /Ltr aced Nl 4:$i The I `IJ b a ,4 y f (26 f. A) `. Et2Azi ' Dom.) # Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: � o0- 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: kttp : / /www.ci.tukwila.wa.u5 Revision submittals must be submitted in person at the Permit Center. Revisions w(ll not be accepted through the mail, fax, etc. Date: 5,3 0 7 Plan Checic/Permit Number: DO7 -141 ❑ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Singh Residence Project Address: 16455 51 Av S Contact Person: }4A .4x C.. '5 ) 441- Summary of Revision: )j 79 Y <141.) '1i T /°-i c?tE.v ez _ Au_ ,ThRt t 14).4-r eidrak- \applications\formsapplications on line revision submittal Created: 8 -13 -2004 Revised: 651 Cc),OG *, T' 67cL 0 49 - SEA Sffl - 7 - S Sheet Number(s): I N "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Phone Number: ZOE, -- 4 Steven M. Mullet, Mayor Steve Lancaster, Director CRY � L4 HAY 2 9 Mini PEPm T C€NTFF License Information License ARCOHH'931L9 Licensee Name Arco Homes Licensee Type CONSTRUCTION CONTRACTOR UBI 601724797 Ind. Ins. Account Id 0 Business Type INDIVIDUAL Address 1 5132 S 166th Ln Address 2 City SEATAC County KING State WA Zip 98188 Phone 2064238800 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/29/2007 Expiration Date 6/29/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SH3684 06/11/2007 Until Cancelled $12,000.00 06/29 /2007 Business Owner Information Name Role Effective Date Expiration Date Singh, Kamaljit OWNER 06/29/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. I Savings Information https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ARCOHH *931L9 06/29/2007 a J E z a 0 N. 0 cc 0 O 0 0 c7 a- U z 0 U i t- 0 NO. DATE BY W SS SD -----1 REVISION DESCRIPTION CB W SS - DESIGNED BY: DRAWN BY: CHECKED BY: PROJ. MNGR: 11 JOB NO. R07100 ■ POWER POLE L POWER BOX LF 6" SD PJ.P -E (MIN -St CONNECT TO EXISTING CB I4ZOPQSED SINGLE FAMILY RESIDENCE FINISHED GRADE ELEVATION 345.5 N L_ ISSUE DATE 5 -24 -07 R. E. O'BRIEN R. E. O'BRIEN A. T. NGUYEN H. H. PHAN Co - PORCH . A • D • . . 6" ABOVE GRADE e WAL KV CB W /L.CKING L MATCH EXISTING 100.0' AY,' PLAN EXPIRES 07/22/07 WU❑ SEWER STUE 42 LF 6" PVC PIPE (MIN. 0.5% SLOPE) YARD DRAIN, SEE NOTE 2 HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. N! A A DOWNSPOUT (TYP.) 2 CAR-GARAG CONCRETE SLAB SLOPE TO THE DOOR • d 1.0 EXPIRES 09/13/07 D' A 4" PVC PIPE (MIN. 2% SLOPE) AY • , . e# • . p • D / I EX. DRIVEWAY ENTRANCE LL __.— ____._. SD --- 19.0' A 14.0' SD 51ST AVE S. SS ._- _. - - -- 346 -I - - 34 --Y-1 44 CABLE /PHONE BOX ELECTRICAL ❑ Li / I EX. DRIVEWAY ENTRANCE I \ -- — — . /__.I__ -_- _- - -- ._. __ __ __ .� __ _L CURB INLET SEE NOTE 1 RIM ELEVATION GRADE TO DRAIN FIRE HYRANT SD CONCEPT oAci440 SS L_ Land Development and Civil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 856 -2388 F (206) 935 -2522 www.THECONCEPTGRP.com LEGEND PROPERTY LINE ROADWAY CENTERLINE RIGHT OF WAY LEGAL DESCRIPTION THE EAST 75 FEET OF THE SOUTH 100 FEET OF THE FOLLOWING DESCRIBED TRACT: BEGIN AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANCE NORTH 89'59'10" WEST 356.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING; THENCE SOUTH 015'50" EAST, 1251.60 FEET; THENCE SOUTH 89'59'10" EAST, 150.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'59'10" EAST 175.51 FEET TO A LINE 30 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID SECTION 27; THENCE ALONG THE SAID PARALLEL LINE SOUTH 0'14'13" EAST 580.80 FEET; THENCE NORTH 89'59'10" WEST 175.24 FEET; THENCE NORTH 89'59'10" WEST, 580.80 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE EAST 75 FEET OF THE SOUTH 100 FEET OF LOT 1, BLOCK 14, MCMICKEN HEIGHTS DIVISION NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF). TAX PARCEL NUMBER 5379802735 DATA BUILDINGS: 2,477 SQ. FT. PORCH: 54 SQ. FT. TOTAL IMPERVIOUS: 2,531 SQ. FT. LOT SIZE: 7,524 SQ. FT. PERCENTAGE: 33.6% NOTES: szPARA E PERMIT E.rquIRED FOR: l ilechan!cal Y Electrical Y lumbing G t5 Piping City of Tukwila BUILDING DIVISION 1. SEE CITY KING COUNTY STANDARD PLANS DWG NO. 2 -012. 2. SEE CITY OF TUKWILA DEVELOPEMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS PER DETAILS DS -03. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 7 2007 � I . Of Tukwila BUIsIN D ION Date: RECEIVED CITY OF TUKWILA MAY 2 9 2007 PERMIT CENIEt KAMALJIT SINGH 16455 - 51ST AVE S TUKWILA, WA 98188 SITE PLAN FILP Permit No These plans have been reviewed by t. \ \ortzs i )cl,artmcnt for conformance with ciprrent City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmits l revised drawings for subsequent approval. l i n tl acceptance is subject to field_ � the Public Works utilities inspector. By: Plan review approval Is subject to errors and omission Approval of cones Dijon documents does not authorke the violation cf cny aaep ed code or ordinance. Reeelpt of approved t ieid copy end c nd Uon5 Is adklowledged: BY Date: , 6 City of Tukwila BUILDING DIVISION 1 CORRECTION LTR # �� H I 811 SHEET - 1 OF 1 SHEETS Nto c"ns*Ce3 shall be made to the scope c7 t -.- without prior approval cf Tulavi b euZZ Vir [S•ivic -3ra. NOTE: C.cvisicns w:il requ:r c3 a nc.v p!cn cubmit and may include additional plan reviaw fees. REFERENCE SHEET NO. 31 I I 1 1 1 1 1 1 I I 1 1 I 1 1 1 11 1 1 1 I I 1 6.0" BEVEL SDIN 1" x 4" CORNER BOARD. TYP_ 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 , 1 1 1 , 1 I 1 1 1 1 1 1 1 1 2 X 10 TRIM GRADE GRADE 5/4 "-6" FASCIA W/CONT. GUTTER S1 UCCO AT ALL FRONT ELEV. 5/4 " -6" FASCIA W/CONT. GUTTER CONCR. TILE ON #30 FELT OVER1/Z CDX PLYW SI EATING VAT ON 36' RAIL W /2x2 PICKETS © 5 -3/8 0.C. OUTSIDE TYP. 1 / = 100 OT 7" x 7 VENT ROOF JACK 1. VERIFY SHEAR WALL \AILI \G AND H0L3OW\IS PER PLAN SCI ILDULC PRIOR TO SIDING I\STALATION 2. CA,,LK ALL EXTERIOR JOI \ST AND PE \FTRATIO\IS_ 3. PROVIDE WETHER STRIPI\G A \D FLASHI \G AT ALL DOORS AND WINDOWS. z. PROVIDE CO \TI\UOUS METAL GUTTERS AND 3OW \SPOUTS AT ALL PAVES /TYPICAL. 5. PROVIDE GALVANIZED OR A \01/ D SHE, T METAL ELASHI \G AT ALL ROOF PENETRATIONS, CHIMN YS AND SKYLIGHTS. FRONT ELEVATION LEFT ELEVAnON 1/4" - l FRONT PORCH 6' ABOVE GRADE SAFETY GLASS 1" x 4" TRIM BRD WIND./DOOR TYP COMM. TLE ON #30 FELT OVER1 /2 CDX PLYW SHEATNO 5/4 " -6" FASCIA W/CONT. GUTTER REAR ELEVATION v/ _ ; 36" RAIL W /2x2 PICKETS @ 5-3/8 O.C. OUTSIDE TYP. FRONT PORCH 6" ABOVE GRADE 7" x 7" VENT ROOF JACK 36" X 36" MIN. CONCR. LANDING 7" x 7" VENT ROOF JACK v � = 10 HOUSE NUMBER OR ADRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET FRONTING STRUCTURE. REVIEWED OR �l CODE COMPLIANCE I APPROVED JUN 2 7 2007 City Of Tukwila BUILDING DIVISION CONCR. TII F ON #30 FELT OVER1 /2 CDX PLYWD. SF EATING 3ARAGE 720 SQ. FT. SAFETY GLASS 12 L V \G ARCH; MAID FLOOR: V57 SQ. FT. UPPER FLOOR: 2292 SQ. FT. TOTAL: 404? SQ. FT. 5/4 " -6" FASCIA W /CONT. GUTTE GRADE RECEIVED CITY OF 11 lsz r, MAY 2 9 2007 PErrr:, .,a.y. 9' UPPER FLOOR 28' --11 12' MAIN FLOOR C_D 1 EZ CD C/D PLA\#: 109 DATE: 3/20/07 DRAM BY: Y.4 253 -275 -8422 I I 1 1 1 1 1 1 I I 1 1 I 1 1 1 11 1 1 1 I I 1 6.0" BEVEL SDIN 1" x 4" CORNER BOARD. TYP_ 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 , 1 1 1 , 1 I 1 1 1 1 1 1 1 1 2 X 10 TRIM GRADE GRADE 5/4 "-6" FASCIA W/CONT. GUTTER S1 UCCO AT ALL FRONT ELEV. 5/4 " -6" FASCIA W/CONT. GUTTER CONCR. TILE ON #30 FELT OVER1/Z CDX PLYW SI EATING VAT ON 36' RAIL W /2x2 PICKETS © 5 -3/8 0.C. OUTSIDE TYP. 1 / = 100 OT 7" x 7 VENT ROOF JACK 1. VERIFY SHEAR WALL \AILI \G AND H0L3OW\IS PER PLAN SCI ILDULC PRIOR TO SIDING I\STALATION 2. CA,,LK ALL EXTERIOR JOI \ST AND PE \FTRATIO\IS_ 3. PROVIDE WETHER STRIPI\G A \D FLASHI \G AT ALL DOORS AND WINDOWS. z. PROVIDE CO \TI\UOUS METAL GUTTERS AND 3OW \SPOUTS AT ALL PAVES /TYPICAL. 5. PROVIDE GALVANIZED OR A \01/ D SHE, T METAL ELASHI \G AT ALL ROOF PENETRATIONS, CHIMN YS AND SKYLIGHTS. FRONT ELEVATION LEFT ELEVAnON 1/4" - l FRONT PORCH 6' ABOVE GRADE SAFETY GLASS 1" x 4" TRIM BRD WIND./DOOR TYP COMM. TLE ON #30 FELT OVER1 /2 CDX PLYW SHEATNO 5/4 " -6" FASCIA W/CONT. GUTTER REAR ELEVATION v/ _ ; 36" RAIL W /2x2 PICKETS @ 5-3/8 O.C. OUTSIDE TYP. FRONT PORCH 6" ABOVE GRADE 7" x 7" VENT ROOF JACK 36" X 36" MIN. CONCR. LANDING 7" x 7" VENT ROOF JACK v � = 10 HOUSE NUMBER OR ADRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET FRONTING STRUCTURE. REVIEWED OR �l CODE COMPLIANCE I APPROVED JUN 2 7 2007 City Of Tukwila BUILDING DIVISION CONCR. TII F ON #30 FELT OVER1 /2 CDX PLYWD. SF EATING 3ARAGE 720 SQ. FT. SAFETY GLASS 12 L V \G ARCH; MAID FLOOR: V57 SQ. FT. UPPER FLOOR: 2292 SQ. FT. TOTAL: 404? SQ. FT. 5/4 " -6" FASCIA W /CONT. GUTTE GRADE RECEIVED CITY OF 11 lsz r, MAY 2 9 2007 PErrr:, .,a.y. 9' UPPER FLOOR 28' --11 12' MAIN FLOOR PLA\ #:. 10? DATE: 3 /20 /Ci :RAW\ BY: Y.M. 253- 275 -8L22 A 36 "x36 "x10" concr. ft #4 bcrs each way @ 6" o.c. 32' I C` O ; SoaCe 37-8" Y -9 ", 0 92 "x42 "x12" concr. footing #4 bars each way @ 6' o.c. x 9 oh door 93" no 48'x48 "x12" concrete ft with 7 #4 bars each way 2 CAR GARAGE 4' CONCRETE SLAB W/6 ML VAPOR BARRER OVER 4" COMPACT SAND AND GRAVEL BASE. SLOPE 3" TO DOOR 9' x9'o.hdoor 9'3" ro 14' -5" 6--7" typical screened crawl space vent see note 24" x 8" concr. ft w/2 #4 each way 10-7" .z-z -1 V 8' -6' 1Z -12" 36 "x36 "x10" concr. footi with 3 #4 bars each way 14 10" R- D." 4' -10 continuous concr. ftg. i 0 15 -8 5? 20 5-2" 2'--3" 365<3&5<1O" concrete ft wil 3 #4 bars each way 39' 3 4-6" J 3-4' 75' 1 \ ? -6" L 15' 14' -4" RS"' 4 7-6" 0 4-6" 2' typical screened crawl space vent see note 10-9" \DA, 1/ 4 ' 1.0' 5 23' 23' 0\ PLA\ edge of slab 7 - -� 13-4" HO\DATO\ \OT .S: 1. ALL FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ASSUMED SOIL BEARING CAPACITYTO BE 2000 P. S. F. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESURE TREATED. 3. ALL BEAMS TO BE 4 X 10 DF 412 ON 4 X 4 POSTS. UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAI \ST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. SOLID BLOC< OR BRIDGE AT MID —SPAN OF ALL FLOOR JOIST WITH SPANS GREATER THAN 10 7. FLOOR JOIST SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT BY SOLID BLOCKING 8. PROVIDE MINIMUM 18 " -24" CRAWL ACCESS. 9. PROVIDE CRAWL SPACE VENTILATION PER UBC 10. FLOOR JOIST TO BE DESIGNED AND APPROVED BY MANUFACTUR.. 11. USE TYPICAL TREATED MUDSILL W/ 3/4 DIA. X 12" A.BOLTS @ 24" O.C. 12. SOIL BEARING ASSUMED 1500 PSF./ TO BE VERIFIED BY OTHERS. 13. CONCRETE 2500 PSI FOR STRUCT. / 3000 PSI EXPOSED. 31 ---4" 60 "x42 "x12" concr. footing with 3 #4 buns each way 7 r DICAT INDICATES PND6 CODE CC MPUA CE APPROV JUN 2, 7 2001 City Of Tukwila BUILDING DIVISION ES SIMPSO\ STHD14 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 /z" 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.) v \DAT o\ V \T 6' X 16' SCREE \ED FOUN VENTS = .67 SQ. FT. LAT 3ATO\ 0\ 17 - 5 - 7 -: .67 = 17.5 REQ. VE \T. 150 PROVIDE 18 (6 X 16) VE \TS = 13.3 SQ.E R RECEIVED CITY OF Tun,,, MAY 2 9 2007 PEP7, 1 1 P C D PLA\#: 1C9 SAT -: 3/20/07 DRAW\ BY: Y.M. 253- 275 -8422 MIN 100 CFM @ 025 WG 4-c VE\TILATIO\ SC CDCHU E *A 5ATN?OWDFR MN50 CFM 0 025 WO 45 K1TcHB1 MIN 100 CFM @ 025 WG 4-c WHOLE HOUSE FAN MN 720 CFM @ 025 WG 4-6 PORCH 14'-4• IPS SLUM 6x2 PC 5768' PATS DO:R • ,• / `'� � • E—T / — ..... • • ,f / • �\ • I / � • . N. . r , + � y I ; Ip 1 1 ti t 7-9' -; - DINING ROOM t 1 2-8 I I 1Z O CHJB' STEP 1 1 .I I y I I t S 1 1 t 1 ' 1 1 t ! t I, % 1 f t t •` . r f • • / r . ■ r ▪ ' l ` '� ,• / 6 T • • • KITCHEN ARCH lO' /COVE TFE R_CCR ELEV FAMILY ROOM • IP to RERS 10' TREADS/2 PLC, LIVING ROOM "12' cEii sTEP \ f / . ; • ��� 1.__.J / l \ • ~, / \ f l f • / • E f t Vtale SILOS @ 15'a.0 FOYER Wag TO ABOVE FOYER E Cpl TO ABA D ID m In m m W m m 1D In III m LANDRY OFFICE; EXT. STEM DOOR 48" X 418" LANDNG PLOT CONTROL TO BE 18" MI \1 OFF FLOOR PROVIDE VIE PACT BARRIER 2 CAR GARAGL 2X5 STIES 16' O TYP GARAGE WALLS x 9' of I door GE ORAL \0 MS: 1. ALL WORK TO BE IN CONFORMANCE WITH LATEST RC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE. 3. VENT WATER I - EATER PRESSURE RELIEF VALVES TO OUTSIDE 4. PROVIDE FRE BLOCKNG AT ALL PLUMBNG AND MECHANICAL PHNL I RATIONS. 5. ALL SHOWER WAI I S TO BE WATER PROOF TO CELNG. 6. ALL GLAZING WITHN 60" ABOVE DRAN INLET TO BE SAFL I Y GLASS. 7. ALL GLAZING WITHN 24 OF DOOR OR WITHN 18" OFF TI E FLOOR TO BE SAFETY GLASS. S. ALL SKYLIGHTS TO BE PM RC. 9. ALL EXTERIOR WALLS TO BE SI WALL 10. ALL HEADERS TO BE 4" X 10" UNLESS NOTED OTHERWISE. 11. USEABLE SPACE UNDER STARS SHALL BE SHEATED WITH 5/8 TYPE X NB. 12. PROVIDE MIN. 18" X 24" CRAWL ECCESS. 13. PROVIDE CRAWL SPACE VENTILATION PER RC. 14. ALL WOOD IN CONTACT WITH CONCR. TO BE PRESURE TREATED. 15. ALL POSTS TO BE ANCHORED AGANST LAT5AL MOVEMENT. ALL GLAZING TO BE IN COMPLE\NCE WITH THE LATEST WASH \IGTON STATE ENERGY CODE. TOTAL GLAZING AREA EQUALS MA S BAR MALL 1. V NDICATES SHEAR WALL AS PER S.W. TABI F. 2. ALL EXTERIOR WALLS ARE S.W. #1 U.N.O. A INDICATES SIMPSON STHD14 r ' ... . .' `` • • f y I 1/ 4" 1.0' \1DICATES. PHD6 • �I OOR PEA of S C0 FOR APPROV JUN 2 7 2007 Obi Of Tukwila BUILDING DIVISION J RECEIVED TY OF TTUKWIL A MAY 2 9 2007 PE ?J•:: GL.' t LIVI G AREA: MAIN FLOOR: V57 SQ. FT. UPPER FLOOR: 2292 SQ. FT. TOTAL: 404? SQ. FT. GARAGE 720 SQ. FT. C/) 0 PLAN #; 109 DAT =: 3/2)/0i DRAWS BY: Y.M. 253 -275 -8422 [UFB 41 4" X 10" DF #2 DROP [UFB 51 6.75 X 15" GLB FLUSH • . . (UFB 6I 7" X 20" PSL FLUSH . . UPPER FLOOR BEAM UFB li 3.5 .X 9.5 PSL. DROP . (UFB 21 CONT. J 5 X 11.875 PSL RIM CONECTED FIST WITH HANGER [UFB 5.125 X 9" HEADER. [UFB 41 4" X 10" DF #2 DROP [UFB 51 6.75 X 15" GLB FLUSH • . . (UFB 6I 7" X 20" PSL FLUSH . . (UFB 71 6 "X10" DF #2 FLUSH [UFB 81 6 "X10" DF #2 HEADR /EXT OVER WALLS (UFB 91 5.25 X 11875 PSL DROP-7' LONG JUFB10] 5.25 X 14'.' PSL DROP • [UFB11} 5.125 X 1a5 GLB HEADER . IUFB12I . a5 X 9.5 PSL HEADER . [15B13I 5.125 X 10.5 GLB DROP [UFB14J 5.125 X 11,875 PSL FLUSH s' x s' FRS. TRT. POST ON WITH EP.C. To EEM 525 X 11675 PSL BEAM W /CANTLIYER CONNECT TO 6 POST -A- WPC CONECT POST' WITH E /SEE DETALS -A -A-- LP 1) MS 10' TREADS/2 RC FOYE OPEN To AEOV G'x6'CF #2 2 CAR GARAGE 4" CONCRETE SLAB W/6 ML. VAPOR BARRER OVER 4" COMPACT SAND AND GRAVEL BASE. SLOPE 3" TO DOOR 5.25 X 14. PSL W /CLT5 4 I TBDI I tFB 3 5.25 X 11.875 PSL CORN 6"X6" POST DETAILS -A -A 6 "X6 "POST [ L.FB 31 8 ENZFL HANGERS /JOIST TO CONT. RIM G s"xs"CR2 q E POST STLDS LRAL NOTI 1. FLOOR . DIAPHRAM 3/4 PLYW. W/8D @6" O.C. . EDGES & 12 O.C. 2. HEADERS 4" X l0" DF #2 U.N.O. a GLUE LAM BEAMS 24—FV4 Fb =2400 PSI. PARALLAM BEAMS 20E Fb =2900 PSI 4. ALL GLUE LAM BEAMS AND PARALLAM BEAMS TO SUPPORT AND POSITIVELY CONNECT TO POST BELLOW—MN POST 6 "X6 "DF. #2 OR 4 "X8 "DF #2 5. FLOOR JOIST —TJI, • PRO 210, 11.875 @ 18'' O.C. TO BE VTRIFIED, APPROVED AND INSTALLED AS PER MANUFACT. MA UFB15J 5.125 X 11875 PSL FLUSH \ I BOOR P 1/4" - 1, A\ CODE e© APPROVED E COMP CR JUN 2 7 10 BU LOIN DIVISION cm_ a l� S liklE1-4314 1 Q k. : i z G tr, el - TONAL RECEIVED dry' CUYOFTWMTLA MAY 2 9 2007 PERMIT CEN E:� LIVI \G ARLA: MAN FLOOR: 1757 SQ. FT. UPPER FLOOR: 2292 SQ, FT. TOTAL: 4049. SQ. FT. GARAGE 720 SQ. FT. PLA\#: 109 DATE: 3/20/07 �RAW\ BY: Y.I. 253- 275 -8422 MIN.50 CFA @ 025 WG 4-5 I ITC1 N MN 100 0FM @ 025 WG OF T DT. BEDROOM 3 !.0 R -70' BiHWE U FLOR BEDROOM 2 P' CFnI BATH A BEDROOM 4 9 6a' PATIO DOOR s-' OPEN TO BELOW 5EE PACES � R CETAILS BEDROOM 5 - 15%413' aLIR 8Z" ABOVE THE FLtOR 22° x 30' Ernc ACCESS TE 8 WETI M.BEDROOM P cam 60" PATO DOOR GE\ 1. Al I WORK TO BE N CONFORMANCE WITH LATEST IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE 3. VENT WATER HEATER PRESSURE REEF VALVES TO OUTSIDE 4. PROVIDE FIRE BLOCK \1G AT ALL PLUMBING AND MECHANICAL PENS I RATIONS_ 5. ALL SHOWER WALLS TO BE WATER PROOF TO CELNG_ 6. ALL GLAZNG WITHN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS - 7 . ALL GLAZNG WIT 24" OF DOOR OR WTHN 18" OFF THE FLOOR TO BE SAFETY GLASS. 8. ALL SKYLIGHTS TO BE PER RC- 9. ALL EXTERIOR WALLS TO BE SI WALL 10. Al I HEADERS TO BE 4" X 10" UNLESS NOTED OTHERWISE. TI. USEABLE SPACE UNDER STAIRS SHAT I BE S - FATED WITH 5/8 TYPE X GWB. 12. PROVIDE MN- 18" X 24" E 1I IC ECCESS- 13. SMOKE DETECTORS OF 11O—V TO BE INSTALL N EVERY SUING ROOM. 14 ALL WOOD N CONTACT WITH CONCR. TO BE PRESURE TREATED. 15. ALL POSTS TO BE ANCHORED AGANST LA I LRAL MOVEMENT. 16. ALL MULTIPLE JOIST AND BEAMS TO BE GLUED AND NAZI ED. ALL GLAZING TO BE IN COMPLIENCE WITH THE LAICST WASHNGTON STATE ENERGY CODE TOTAL GLAZING AREA EQUALS ,PP ERAS \OTf S: S AR WALL 1. V INDICATES SHEAR WALL AS PER S.W. TABLE 2. ALL EXTERIOR WALLS ARE S.W. #1 U.N.O. • INDICATES MSTC28 / STRAP BL I WEE` FLOORS 4p INDICATES MSTC40 / STRAP BETWEEN FLOORS OT R OOR P 1/4" - S � 2 7 1007 BU ILDING A / o m w O R .. APPROVED 'ONCE N RECEIVED CITY OF TUKW1LA MAY 2 9 2007 � ECa1�; . iT C:tNTE LIVID G AREA: MAN FLOOR: 1757 SQ. FT. UPPER FLOOR: 2292 SQ. FT. TOTAL: 4049 SQ. FT. GARAGE 720 SQ. FT. O I CID SCHEDCHUL VE \TIL_ATIONI -4-A BATHPOWGE MIN.50 CFA @ 025 WG 4-5 I ITC1 N MN 100 0FM @ 025 WG - SC WHOLE HOUSE FAN MIN T O CFA © 025 WG j OF T DT. BEDROOM 3 !.0 R -70' BiHWE U FLOR BEDROOM 2 P' CFnI BATH A BEDROOM 4 9 6a' PATIO DOOR s-' OPEN TO BELOW 5EE PACES � R CETAILS BEDROOM 5 - 15%413' aLIR 8Z" ABOVE THE FLtOR 22° x 30' Ernc ACCESS TE 8 WETI M.BEDROOM P cam 60" PATO DOOR GE\ 1. Al I WORK TO BE N CONFORMANCE WITH LATEST IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE 3. VENT WATER HEATER PRESSURE REEF VALVES TO OUTSIDE 4. PROVIDE FIRE BLOCK \1G AT ALL PLUMBING AND MECHANICAL PENS I RATIONS_ 5. ALL SHOWER WALLS TO BE WATER PROOF TO CELNG_ 6. ALL GLAZNG WITHN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS - 7 . ALL GLAZNG WIT 24" OF DOOR OR WTHN 18" OFF THE FLOOR TO BE SAFETY GLASS. 8. ALL SKYLIGHTS TO BE PER RC- 9. ALL EXTERIOR WALLS TO BE SI WALL 10. Al I HEADERS TO BE 4" X 10" UNLESS NOTED OTHERWISE. TI. USEABLE SPACE UNDER STAIRS SHAT I BE S - FATED WITH 5/8 TYPE X GWB. 12. PROVIDE MN- 18" X 24" E 1I IC ECCESS- 13. SMOKE DETECTORS OF 11O—V TO BE INSTALL N EVERY SUING ROOM. 14 ALL WOOD N CONTACT WITH CONCR. TO BE PRESURE TREATED. 15. ALL POSTS TO BE ANCHORED AGANST LA I LRAL MOVEMENT. 16. ALL MULTIPLE JOIST AND BEAMS TO BE GLUED AND NAZI ED. ALL GLAZING TO BE IN COMPLIENCE WITH THE LAICST WASHNGTON STATE ENERGY CODE TOTAL GLAZING AREA EQUALS ,PP ERAS \OTf S: S AR WALL 1. V INDICATES SHEAR WALL AS PER S.W. TABLE 2. ALL EXTERIOR WALLS ARE S.W. #1 U.N.O. • INDICATES MSTC28 / STRAP BL I WEE` FLOORS 4p INDICATES MSTC40 / STRAP BETWEEN FLOORS OT R OOR P 1/4" - S � 2 7 1007 BU ILDING A / o m w O R .. APPROVED 'ONCE N RECEIVED CITY OF TUKW1LA MAY 2 9 2007 � ECa1�; . iT C:tNTE LIVID G AREA: MAN FLOOR: 1757 SQ. FT. UPPER FLOOR: 2292 SQ. FT. TOTAL: 4049 SQ. FT. GARAGE 720 SQ. FT. O I CID ATTIC VL \TILATIO\ CALCS: I RB 1 I 6 "X10" DF #2 DROP - 8' LONG RIDE VEI\TILATIO\ Roof Area: 3301 sq. ft. Ventilation Required 3301s.f X'144 s.i.. / 300= 1584.5 s.i. Provide 1/2 ventilation at eaves, 1/2 above' midpoint & min. 3 ft. above eave venf Eave Ventilation: .• . Birdblocking= 4.71 s.i. / I.f. -- 25% reduction= 3.53 s.i / I.f. Eave Ventilation Req'd. = 1585 s.i / 2 / 3.53 =224 I.f. Provide : 225 Lf. birdblocking Ventilation = 794.2 s.i. Min. Ventilation Provided =794.2 s.i. is greater than 792.2 req.d Upper Roof Ventilation: 7' x 7" Roof Jack = 49 s.i. each -25% screen reduction = 36.75 s.i. each Upper Ventilation Req'd. = 1585/2/s.i. of each vent = 21.6 vents Provide 22 -- 7" x 7" roof jacks. Ventilation = 808.5 s.i. Ventilation Provided : 8085 s.i. is greater than 792.2 req.d Use : (minimum) 225 I.f birdblocking. Ventilation =794.2 s.i. Use : (minimum) 22 - 7" x 7" roof jacks. Ventilation = 808.5 s.i. Total Ventilation Provided 1602.7 s.i. IS GREATER THAN : 1585 Req.d. ROOF BEAMS SAT I RB 1 I 6 "X10" DF #2 DROP - 8' LONG ARAN RB 2 6 "X10" DF #2 HEADER - 7' LONG IRB3I 5.125X9 "GLB 253 - 275 -8422 I RB 4 I 51/8 "X9" GLB HEADER -12 LONG IRB 5 I 6 "X10" DF #2 CONT. 14-L W/4 A35 TO POST 193 6 1 6 "X10" DF #2 CONT. 13-L W/4 -A35 TO POST RB LI 5.125" X 9.5" PSL PLA\#: 109 SAT -: 3/20/O7 ARAN \ BY: Y.M. 253 - 275 -8422 1-8' Ox 6 "X'10" OF# notes: " %ONE -A--" DIAPHRAGM 7/16 O.S.B. W /8d @ 6.0 ' O.C. EDGE AND FIELD FULLY BLOCKED 8 ' -0 1 "ZO \E A' 1. verify shear wall nailing and holdowns per plan and schedchule prior to install siding 2. caulk all exterior, joinst & penetrations. 3. provide. wether stripping and flashing at all doors and windows. 4. provide galvanazed sheet metal. flashing at all roof penetrations, chimneys and skylights. 5. provide continuous metal gutters and downspouts at alleaves. 6" X 6" PRS. TRT. POST W /PC TO BEAM 4 "X10 "OF #2 W /PC TO POS 6" X 6" PRS. TRT. POST W /PC TO BEAM TRUSS TO BE DESIGNED FOR 100 IN PLANE SHEAR A35@6 "O.C.TO EXTERIOR WALLS AND 18 O.C. TO INTER. WALLS TRUSS/WALL CO\ A35 TO INTER. WALL (OPTIONAL) ECTIO\ ROOD RAM 1/4" = 1.0' G PLA\ el-- -C "ZO\F A" i RIDGE 4" X 6' DF #2 POST W/4 -A35 TO BEAM RIDGE 4" X 6' DF 1#2 POST W/4 -A35 TO BEAM 3. GLUE LAM BEAMS 24 -FV4 Fo =240 PSI. PARALLAM BEAMS 20F Eo =2900 PSI 4. ALL GLUE LAM BEAMS A \D PARALLAM BEAMS TO SUPPORT A \D POSITIVELY CON \ECT TO POST ROOF PRAM TRUSS'S DCSIG \F ARE PRL MA \UFACTUR D BY OTHERS D \G 1. ALL HEADERS TO BE 4 X 10 DF #2 UNLESS NOTED OTHER 2. ALL TRUSSES : / SHALL CARRY MANUFACTURERS STAMP / SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. / SHALL BE INSTALLED AND BRACED PER MANUFACTUR SPECIFICATIONS 3. NO TRUSS SHALL BE FIELD-MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT 4. PROVIDE ATTIC ACCESS MINIMUM 22" X 30" WITH MINIMUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER IRC. 6. CONNECT ALL RAFTERS WITH HANGERS OR H -1 7. CONNECT ALL TRUSSES TO TOP PLATE WITH "SIMPSON" H -1 AT BOTH ENDS OF TRUSS. 8. ROOF DIAPHRAGM: 7/16" 0_5.B. W / 8D 6" O.C. EDGE AND 12" O.C. FIELD. - U.N.D. AS PER "ZONE -A -" REVIEWED FOR CODE COMPLIANCE AP PROVED R JUN 2 7 2007 City O f Tukwila BUILDING DIVISION RECEIVED MTV OF TURW1LA MAY 2 9 2007 PEPMM.;7 c : S. PLAV \O: 105 SATE: 3/20/07 DRAB\ BY Y.N. 253-275-8422 A B D GRADE 26-5" lar wwMIMMIwrr1rlMMMrEMMEMwI rIerni 0J,I,a, „�T„T,T T�7,T,T�„ T ��T,7,T, I 7,T, �T��7� YTTT� T 1 �TT 7 I T T7 TW 7 T T'I T 7'rT �•tT7 ►T TT i I TT TI TT' Tt TT •T TT r ■ 'I TTTY 7 7T TTT TT T7 ��T T7 /tT 777TTT 1 TTT 7 '1 T7TT'•T T7 Y ►t T7TT� 7T T !� ! ! 1 1 a .0! ! ! ! : ! ! ! ! :1 ! ! ♦ ! ! ! ! ! ! ! 1 1 ,1'l,1�4,l�. :0! ►,4�l l, ♦ 0:0:l ,J ):0I'! 1►,1:01 E *�!„ '!,! ,1,:40:0:11 !,!,!, , l�j,101 :0 l�I �! (I' �!,: �!,! 71, 0:01 ' I,j:031 :,J, :0 :0: I,l0 :l: f O LIVING ROOM ENTRY ATTIC ENTRY ������������■��C������L� II�Ii IRI�1•IRIU1aI��•�� �I�II !JIIRI���I���������� i�Iilf�I�IiI�I�BI ►I�I�] I�I�I�HI�IFI[�I�I�IZ►I�l�►I�I�] I�I�I C�I�I�I [�I�Iojihl�;C�I�I�I +I��Ii[�I�I� [ eii I R-30 NSL.L LANDRY IMMI .11I.1111111IMIMIIIIIIIMIMINII .Mikif►[eRZIONNiIiI+I►:taitailial__PIEMIMl CRAWL SPACE 2 STEPS WITH 46X 4" CONCR SLAB 2 CAR GARAGE 4" GRAVEL ELL T3-7 V2' CONT. GUTTER OVER 7 x 6' FASCA VENTED BEAM PER FLAN TOP CF S.EFLOCR T.1 FLOOR JOIST 16.0 O. TYR EXTERIOR WALL 2--2X6 TOP PLATE 2X6 STLAS ® 15 O -G. 1/2 SIT. R -T2 W5 BL St 3 PFER 2X6 BOTTOM PLATE OVER #"6 F TTVT. 1/2 CDX CR 033 TOP OF SLEFLCCR I MINOR - DATION \OT TRUSSES 24" 0 1 C R30 NSU.ATKJN B.. L3 2 G SFCTIO\ 1/ --_: 1. PROVIDE WETHER PROTECTION UNDER SIDING AND ROOF SHEATING. 12" MIN. CLEARANCE FROM SOIL TO BEAM. 18" MIN. TO FLOOR JOISTS. ALL EXTERIOR WALLS TO BE 2" X 6 ALL INTERIOR WALLS TO BE 2" X 4" EXCEPT GARAGE SEPARATION. PROVIDE SOLID BLOCKING OVER SUPPORTS. PROVIDE FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. ALL WOOD IN CONTACT WITH CONCR. TO BE PR. TREATED. SMOKE DETECTORS: x SHALL BE 11OV INTERCONACTED WITH BATTERY BACKUP x SHALL BE INSTALLED ON EACH FLOOR AND AT ALL BEDROOMS : SHALL BE INSTALLED AT EACH LOCATION WHERE CEILING CHANGED GREATER THAN 24.0" 2 3 6 MIL. BLACK VAPOR BARRIER 3 GRADE CONT. GUTTER OVER 7 x 6 FASCIA TYP. EXTBRKR WALL 2-2X6 TOP PLATE 2X6 STUDS W 16 0.C. v2 sir, R- ' NS,_. BEVEL 2X6 BOTTOM PLATE OVER PER T 1/2CDXOR0S3 TLE ON #30 FELT OVER V2 COX PLYWD. S MANJFACTUREO V VENTED TRUSSES 24" 0. 4 ATKXJ B 71 00 �rlrr,,�L��1rrrrl CONCR F0U'DATCJ OVVER V2 GDX FFLYWD. 12 17 6 6 MANLFACTLRD TRJSS 24" D.C. CONR. TLE ON 430 FELT OVER V2 COX PLYWO. SHT. 12 '7 6 ML BLACK VAPOR BAR LAN PER 0 ER #5 FELT ON 1/2CDXCR 3/4 PLY. S FLOR O L AN ) BEAM PUN PR TOP OF S_AB 7 6. FASCIBO. CONT. GUTTER GRADE M_FACTL.RED TUSSES 24" G.C. CCNCR NDATION ELECTR I CAL \ FIRE BLOCKING NOTES CO:R. TLE ON #30 FELT OVER V2 COX PLYWD. SH(. TCP PLATE BEM PER TCP °F sva9..OcR OTES: 1. PROVIDE GFI FOR ALL BATH RECEPTACLES AND WATERPROOF OUTLETS WITHIN 6' OF ALL SINKS & LAVS. • 2. SMOKE DETECTORS SHALL BE PROVIDED TO PROTECT EACH SPARATE SLEEPING AREA AND BE A MINIMUM OF 3-0" FROM DUCT OPENINGS. SMOKE DETECTORS SHALL BE PMANENTLY WIRD AND INTERCONNECTED. PROVIDE SMOKE DETECTORS ON EACH FLOOR LEVEL. WHERE TI HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE OPENING INTO THE HALLWAY - BY 24 INCHES OR MORE,' SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM. PROVIDE ADDITIONAL SMOKE DETECTORS AS APPLICABLE. SMOKE DECTECTORS TO HAVE BATTERY BACK —UP. 3. OUTLETS IN GARAGE, MECHANICAL ROOMS. AD UNCONDITIONED STORAGE ROOMS SHALL BE MOUNTED +18" A.F.F. AND SHALL BE GFI CIRCUIT. 4. ALL RECESSED LIGHTING TO BE THERMALLY• PROTECTED. 5. ALL CEILING BOXES USED FOR SUPPORT OF FANS, SHALL BE OF APPROVED TYPE AND SECURELY FASTENED TO BUILDING FRAME 1. AT CONCEALED SPACES•OF STIR WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING' AND FLOOR LEVELS,AND AT 10 FT INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS 6EI-WEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS, DROPPD CEILINS AI\D.COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGRS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNYS FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LVELS USE NON— COMBUSTIBLE MATERIALS. 5. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. 6. WALLS HAVING PARALLEL 'OR STAGGERED STUDS FOR SOUNDCONTROL SHALL HAVE FIRE BLOCKS OF MINERAL FIBER OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIAL. 7. THE INTEGRITY OF ALL FIRE BLOCKING AND DRAFT STOPS SHALL BE MAINTAINED . FATICN • • ■ f�l�lllllllwl(11 L....... D BLOCKNG -I.I _ J i P- III A T I C 'I ._ 'l / •��' a.0:03l� 1.,T N II... LI' /T/T/7/ 1,T/♦,T,T,'„1,1�1,1 ��l l l,' I ♦11,11!,♦ MO iKOTATIO:.0 :0,!' 1�/l/T/T/T�I1,T,T0 (1)T/ /7/T/ i t7�l:01'7,7,V i):0:0I �T/T,7/7I�T,, O �'T •� ■',T/ Iv m , BEAM PER PL PER R30 NS LATKXJ TYP NT ER. � I1ANO RALS /34" BE ROOM 3 KITCHEN RANGE ���lUI�I�I�I�I�1 ►C�I�I�I[ + I�I�I� �a[ �LII�I +IiI�I�Z►C�I�I�1[�I�I�I�I�I�] ►I�Ii]� �I�I ►:UI�I�;[�I�I ±I�I�I�7G►I�Ii] I�I� ►[iIiI( [�I�I!I�IiI�,CIIiXii(t IiX�[���I�;[�IsI�I!iol�l �l�I�I�I�I�I ►[�IaI�Psr +I�liI�I1l,► �l�l CRAWL SPACE • J ll J I ` CL L . 7' X 6' FASCIA BD. CCNT. GUTTER FNS PER ELEVT. OVER 4 FIST ON V2 COX OR DSB 3/4 PLY. SUB. FLOOR °V ( GILD AND J Nu CP OF S1BF GRADE CODE Ktex -7 C°MPLI PR OVED JUN 2 7 2007 B UILDING 8 RECEIVED cm' OF TUKW1L MAY 2 9 2007 PERMIT C1;1V rl, E A B C R EED A CODE COMPLIANCE O� AP PROVED JuN 2 7 2007 City Of Tukwila BUI DING DIVISION cr Roam LA MAY 2 9 2007 iatx CENT E PLAN \IC : 105 DATE: 3/20/07 DRAN\ BY Y.I. 253 - 275 -8422 8 8 FELT EXP. JOINT 4.C1' CONCR. SLAB W/ 6 ML VAPOR GRAVEL BASE. SIDING PER PLAN 1/2 CDX PLYWOOD #15 LPDERLAYMENT 2X6 BASE PLATE P . T . BOTTOM PLATE #4 BARS KR I Z . ® 12.0 O. C. CROFT • 2 X 6 STWS © 16.0" O.C. 1/2 G.W.B. 3/4 SUBFLOOR R -19 I NSLL . I r SIDING PER PLAN 1/2 CDX PLYWOOD #15 U'CEI AYMENT :. R -1 #4 V2 G.W.F BEARING WALL 2X4 5TL1aS 16.0" O. (2) 2X4 BASE PLATE TREATED BOTTOM PLATE 4.0" CONCR SLAB W/ 6 ML. VAPOR BARKER OVER 4.0 COM PACT 5 e GRAVEL BASE . I Ig ANCHOR (2) BOLTS ®5.0' 0 #4 BARS CON-, "C. i DOLOLE SOLD � • SI WALL PER PLAN - ' SPEAR (2) 2 x 4 ` ,1 •- 4 4 ,r '` { � , , ,r BATT N9 t PER PUN � I f ♦ � A r 2X4 NA I LERS Al � A iv r ~,Y ♦ [ ;,' 1 r 4 r 4 ' A ;,' r ♦ 2X4t,FLLFRAMNO 2 ) 6 811.1)-LP CLRB 4" 1111 MfNIFACTUZ(2 �. +12 -0' ` TEMPERED ``` `. a � ` ∎` `;. .� (22X4 FLAN ORB R ASI-NG AS RECOMETDED BY LAYERS LAht GLASS AT AFF/Z LAYERS C1.AS5 AT -17-0 AFF) RAFTI S OR TRUSS BEYOND � '* ! 4f P.TRT. PLATE �� �.. 5/8 I 2.X X 10." ANCHOR BOLT 5.0" 0.C. 2.X 3/16 STEEL WASI�2 ° 8.0" 4.0" mu �� ■ ■ � PERP LA NT 16.0' i T ��� FLOOR JSTS. . SEE FRMG. PLAN 18 . MIN 6 MIN. 5/8 X 10." ANCHOR BOLT 4.0" 0.c. .. •. 2.X 2.X 3/16 STEP. WAS - ER _ 18.0" A MIN 6." } _ 18.0" T MIN USE Ti BLOC Ti JOET OCCURE KNG WHERE ery 8" CONCR. STEM WALL #4 . o VERT C. 0. BARS vC C. -o (2) #4 BARS CONTINUOUS - 8.0 � . 8.0" 5/ TYPE "x" GwB $ " 16." { - I T B LACK VAPOR ER B AM MIL is (2) #4 BARS CONTINUOUS 8.0" 16.0" ® 1 880 S VERT. 1_ TYPIICA FOOT!NG 2 SKY' JG} • 3 LOCI UNG UND SHEAR WA L TYPNCAI FOO?IING 5 TYPO COWIIIN JO S POO NGO • • SOLD EL KG. • / 6' RAD. ' 2 X 4 TOP PLATE FELT EXP. JOINT 4.0" CONCR SLAB W/ 6 ML. VAPOR BARi�ER OVER 40 COMPACT S. e GRAVEL BASE 2X6 BASE PLATE P.T. BOTTOM PLATE #4 BARS HORIZ. PA48.0" MIEL. h NAIL SHTG . TO EACH PL. AND STLD 0 3.0 O.C. AND 3/8 FROM OUTSIDE PLATES AND STIRS. IC ... .... FE DER NAI TO I Y :: .. .. • ' • • . c 4 STUDS y f T ALL f EDGES • • : : • • • .. :: • • . . • PAN 48.0., TIP. EX WALL - TIP. DITR WALL R--72 MU. r �� (SEE FRAU PLAN) 2 X4 GUS5 TS PPOOSSIITTO C E ION _ ! X10 BEAM TIP. • 4 P.T. POSTS .. • 1/2" SHTG. COSB OR CDX) (2) 2 X 6 PLATES NAIL SKI. TO EACH PL. (2) 5/8 ANCHOR BOLTS WITH . 48.0" PANEL .. .. .. :: r' I i .. .. ..._ :: f'+ r 3 . • • y ' , q8 PAS_ . Q" BOTTOM cf f . ' 12 .- �' I -- • - s --I 6 MIL. BLACK VAPOR BARRIER -4 (2) 44 BAR OONTWCUS �� z.o O. C. 1 x2 V ` 24" .' �_� /X 0 / 16 STEEL 0 . c .. 2 2.X3 BOLT L 30" MW . • / . .. ` I--3 �I I - 3 - I 8". CONCR. STEM WALL #4 BARS VERT. ® 18.0 0. C. (2) #4 BARS CONT I MUCUS 8.0" • .. , LA di APPROVED HOOKED END WOOD TO CONC. CONNECTORS I I I' '4 ; 1 ik I �` J APPROVED HOOKED END WOOD TO CONC. CONNECTORS 8 •" 16 " 2. X 2. X 3/16 STEEL WASHERS • C� PO ?® BEAM CONN. 7 3N RY PANE 8 24 _IT. LAT. R -4STRARN PANEL 9 1_6" 71YP LA ?o RESTRA PANE 1.0 ��YI� ��������� 1����°II �o S�`�A�R NOTES: co. NT HANDRAIL 34' -38" 3/4 SUBFLOOR 2x STUDS 1 2 FLAN -� BATT r� L PLYWOOD r 7 FLOOR JOIST PER Pte,, REWEWED F®R__• CODE COMPLIANCE APPROVED JUN 7 2 07 City Of Tukwila BUILDING DWisio 2X6 BASE PLATE P. T P.T. BOTTOM PLATE #4 BARS HOR I Z SLOW FOR LPE O462 VfS -ER fhT NG TIJ3. PER PLAN BI.LCNG 0 StN", PAPER . , - _:(i ABOVE TREAD NOSING STRINGERS TO BE FIE BLOCKED AT TOP AND BOTTOM ALL USEABLE SPACE ENDER STARS TO BE 1 HO R CONSTRUCTION , JOIST PER FLAN MAXIMUM RISE TO BE 8.0' CCNT. FS JOIST 2 X 6 TRT. PLATE II l , A MAX R7d JOIS • FtAN az. 7 0. C. awe . - fY_ f3ACkFiL V>tiTH FREE l CRAW MATERIAL , VERTICAL II JOIST ®15° O. C. 5/8 AB @2 6'O.C.: 10' 4' CONCR SLAB CN - 2 X STWS 0 Ts" O.C. ,� PLASM ^^ I T RLDSLL /ABPLTS FER (D AT TCP CF WALL 1 , MWMUM RUN TO BE 9.0 "i�! MINIMUM HAD EEIGHT TO BE 6.0' --8 "0' I a _ 1 S M 8 TOP CF GRACE MNMUM STAIR WDTH TO BE 36.0" PROVDE CONTNLIOUS HAND RAL 34 " -38." OFF \ MTL FR AMING ANGLES AT EACH STRNGER 1 ..: ' • • I tiG BAC al • . • WAT ROOF •'• •f • � ' ' :. ..., .....,• • � 'i... • • • • • s .! s '' : • _ q • e ;. � y .; s�.; •s s' i • • • t . • _ - .. ��.. n. i I i ll H4 BAn X)." 0.C. FONT. I 1 f4 BAR ®T5 OC. i VERTICAL • 4 Cr I i s I = : -` I 4' CCR SLAB 6 Li � hCK & V 1 ov6z U 4° c�nruAR OV62 I� i 3/4 RISER TREAD NOSNG AND MUST EXTEND BEYONG BOTTOM 2X12 OR 1 V8 f'LYWD. TREADS TREAD. (GLEE AND SCREW TO STRNGEI?S) . 3-2X12 STRN3ERS _ W 5 SPACE . i 12.0 0. C. / 8 X 10 . " ANCHOR BOLT 4.0" 0.C. 2.X 2 . X 3/16 STEEL WASI -ER • c MN I � 11 3Q" PROVDE GUARD RAILS AT LANDING MNMUM 36." W /MAX 4." CLEAR SPACE BETWEEN DEVDERS. BELOW STARS TYPE ' GWf3 PR TREATED PLATE W. V2 -13 UN BOLTS TO CONCRETE SLAB a CONCh. STEM WALL 8.0" \ r • • • 2X4 KICK PLATE • • #4 BARS VERT . ® 18.0 0. C. . CONT - 8. 16. " ' I ■ L� : � '�3 - .. . ---- TJ" : % ': Y .,: 7 _ ' 8" • w f -1 8 "- 6 "--11 I (2) 44 DDM. ._._ f-��0 8" - -1� -.-1 SLAB CN GRAII TO BE WALLED MR TO BACTFLL FL.ACEMENT I. it ?YPICA S ?EIIR DE A AND NOTES. n2 BAS AN WAIL D3 ?AE 3 8°° CAN ? ° - RE ?ARN NG WALL TA TYPO CONTINUOUS POO ?T[N ❑ FOUNDATIONS: EXTEND BOTTOM MUNUMUM IEAGK]FILL FREE • FOOTING OP 28.0° WALLS ®P ®RGANIIC TO EXTERIOR ° BELLOW WITH MATERIIALS o UNDIESTURBIED SOIL FOOTING SHALL BE OUTSIDE FINISHED A WELL DRAINING MATERIAL AID DEBRIS. . • WOOD °° II o o JOIST JOIST TO BE INSTALLED GRADE. • THE (PLAN AND AND INSTALLATION IPROVIIDIE IERIEICTIION MATERIAL HAS .. • • ' � FLOOR AND ROOF: ROOF R4J ®1P llR1J0.vFl�lL►]�n IN ACCORDANCE WIITI APPLY 3/4 RATTED SH EATIING NAILED TO FLOOR FRAMING TRUSSES TO BE DESTINED IN AOGORDIENGIE WITH MANUFACTURER'S DRAWINGS MEMBERS WIITIIII 8D NAILS @X6.0 ®.G. MC .BY A IPROIFESI[ONAL ENGINEER LIISHNSIED IN INSTRUCTION. APPLY • 1/2 RATED SHEATIING ON ROOF NAILED TO THE STATE O F WASHINGTON. BRACIING UNTIIL SH]EATIING MANUIFAICTURIINC ROOF TRUSSES WIITH 8D NAIILS @r6e0 ° 0.C.. ALL NIEGIIIfANII�CAL G ®NN)E�CTOR� �III[ALL UH IIGI�® AIPIPRO�IED LAY SH EATIING IPIERPENDIICULAR TO IFRAMIING AND BEEN INSTALLED AND LOADS SHALL I�IE IIN A�CcC ®RDANG]E WIITIfi PANEL EDGES. THE ALLOWABLE LOADS. •-•#::_ r `• " Q fs ! / , - , a.: =: � 1, 0 ` ; . - ; :�:: _ - " j 1 0.4-1MA � . � 4 / G�' / D P ° 2• a , ,. . " � o 4, t l Fc1s1 �S � STAGGER ���y�1 cr ry OF N1AY 2 9 2.11(11 . •t: ti''Eµ cn ,. a a S as perm scot . MARK • SHTH'G,/ NAILS •TOP/ PLATES/ NAILS BOLT /•TOP op- 7/18" P L Y W . W 8d © •s° 0.C. EDGES . l e d A-35 @ 48" O.0 W/a° @ 48 O.C. . s" PLYW. W/ 8d • • @ 4" D.C. EDGES .2 -16d @ 8" D.C. A-35 @ 24" O.C. 1 /e" @ 24" 1C. - 0), • • 7/16 PL VII/ 8 . @ 3" O•C • EDGES • • . • 2 -16d @ 6° U.C. A -35 @ 16" D W @ 24" O.C. . . - 2 -.7/16 PLYW: W /BD 2 -- 16d @ 4" D.C. • 5/8" @ 24" O.C. @ :3 U.C. EDGES . A -35 @ 10" 0.C, . w' PLAN. W/ 1Od 2 -- 1 ed @ 3" D.C. 5 /8 " @210 "0.0. @ 3" U.C. EDGES A -35 @ 8" D.C. 5/8" GWB. -- 2 SIDES . 2- 1 6d @ 10" D.C. W @ 24" 0.C. • 6d @ 4 O.C. ( BILKED') A -35.@ 24" O.C. . ' 2 - 1 iz" . PLYW. W/ i Od 2 -16d , @ 2 WW" 0.C. 5/8" @ 18 0.C. , ,• • @ 3" D.C. EDGES A -35 -@ 6" D.C. 2003 .IBC GENERAL STRUCTURAL NOTES All gravity load resisting and lateral load resisting structured members are s /town • on the engineering Spagc's. The enclosed engineering calculations document the analysis used to cleetermine the structural members of theS pages. 71w engineering calculations are not required to be referenced f )r construction. Contractor shall tier* all notes, dimensions and conditions prior to construction. Contractor shall provide tenlporaty bracing as required •:mill all permanent connections have been installed Engineer and designer shall he notified by the contractor ofany discrepancies at the tinge -they are noted. • (IBC 2 01,2) There are three methods for tize design c f wood based structural elements. These methods are allowable stress design Thad and resistance )actor design (LFRD), and conventional wood construction. This engineering uses allowable stress design in accor'danc'e with the provisions of Sections 2304 (General Construction Regirirentents) 2305 (General l.Design Regi►i tenieitis ,fir Lateral-Force-Resisting Systems), and 2306 /Allowable Stress Design) of the 203 IBC. The provisions c f conventional light:rame wood construction (IBC 2308) doitmt apply unless noted otherwise. Wood shall not be used to support masonry or concrete unless specifically n led otherwise On the..S- sheets (2304.12). .SPOIL AND FOUNDAT ION ' • Where require b the building offiCial, the! classification and bn'estigalio►rcfthe soil shall be made by a registered design professional :t 1802. I ). Unless a soils . investigation is provided foundation design is based Oman assumed average soil bearing ( It't 0 PSF. Organic silt. organic days,. peat or unprepared fill shall not he assumed to hare a hearing capacity (1804.3) This engineering is based on Site Class D soils in accordance with Table 16A5.1.1 oldie 21103 IBC Site grading. The ground immediate.. ly adjacent to the foundation shall be sloped away from the:building at a sloe of not less than 3 percent fur a minimum c f 1O feet! • (1803.3) • . Compacted material shall not he used unless allowed by a soils engineering repui•1(1.SYJ 3.5) . . Protection ntainst deca y (2304.11): Wood joists or the bottom t f it wood structural floeirivithen t Aims shall not be closer than 18 inches, or Hood girders do *er than 12 i,whws to the exposed ground in crawl spaces. We od franling,lne'Inhers, MC hiding wood sheathing, which rest on a rterior f xIda:ion .Walls *Ow he less: titan 8 i,whim f l'111II. exposed earth . cm#ac'l with coiw,V1e shall be pl esar1'alit'e trt'aI 'd woo Clearance between wood siding and earl!; stall not be less than 6 itches. Posts shalt be preservative- treated unless supported by a pedestal greater than S Inches Tom e.lposed ground. . It fATERL4L,S • Lumber shall confirm rm to DOCI'S 20 Manufactured 1 - foists shall confirm rm to AST►t15055 Structural glued-laminated timber shall cuiftrin to AITC Al PD 1 and AST A1la 3737 1'reservative- treitted wood shall c'c rt /grin to applicable A_WPA standards Triages, truss dreiwings and trim engineering shall be provided by the inarlufirc'ture ►r. Jihad plate connected wood trusses +hcill be matl►lfae.'iured as rcrcluIftd by 71'11. Min. and root* oof sheathing %hall he per Ili(• tables of secliwi 2304 1• atitenistg.sliall he per the 2003 18( * fcrsm'irtng schedule table 2304.9.1. .ytrur►tUVl _I )L f5,'tr.(1 hapre'r 1 Analysis procedure ur. +c'd A C 'I: BuildingC'lassirarton: Category II Special Itlspections :. Special inspections are not requiredfor building components (1704.1) . Concrete Chapter 19 All concrete materials and workmanship shall be per ACI 31$ Air Entrainment per IBC,' Section 19042.1 is required fear all concrete exposed to the Weather. • . ASTAIA61S Grade eo refitforcing steel detailtshall be prepared by an e.tpurienced approved detailer and confirm to standard pruc'tice tmiliru'd iii, AI 3/5 lfininlutii *Oiled conwressI ve streniFriTabk I904.Z2(20 _ 2,500 psifin* ha einent stalls and foundations glut .cs7iused to the weather 2,500 psi f )r slabs and interior slabs on grade, except garage flOur Slabs 3, E'IOO psi r vertical concrete surfaces exposed to the weather 3,000 psi jbr driveways, curbs. walks. palm,. pi'rehes, c'atpui1 skips, steps and other jlatwork e*posed.to the weather and gattrge floor slabs. • Concrete cast againrt .soil shall have minimum concrete cover of 3" ( *excrete exposed to earth with rebar =5 and .smaller shall have a minimum of 1 -12" corer (Table 1 907.7.1) - The thick 'less of crntcrete_floor slabs supported directly on the ground shall not bet less than 3 -12`. A 6 -mil polt•ellil•FL'?IC vapor retarder wick joiittc lapped not less than 6 inches shall be placed between the base course and the coticrc.'te jloorslab. . All basement walls below finished grade shall'he damp-proofed outside by approved methods and materials. • . . FRAMING NOTES . FRAMING'CONTRACTORS SHALL WORK IN CONFORMANCE TO ALL WISHA/ OSHA RULES. POSIIVI LY ND WORK MAY BE SUBCONTRACTED TO OUTSIDE FRAMING CREWS WITH01Jt' PRIOR WRITTEN "PERMISSION FROM : • • EACH JOB TO LEFT IN A BROOM SVUEFT CONDITION AT THE END OF • EACH DAY. SAFE(Y • HANDRAILS, WHERE REQUIRED,. MUST BE INSTALLED.:AND MAINTAINED AT ALL TIME. FRAMING CONTRACTOR'S WRITTEN COMPANY SALTY PROGRAM MUST BE SUBMITTED PRIOR TO COMMENCING WORK • SUBCONTRACTOR ' SHALL WORK WITH SUPERINTENDENT . TO CORRECT AND - COMPLETE LUMBER PACKAGE. 24 HR. MUST BE GIVEN TO THE JOB SUPERINTENDENT TO •REPLACE MISSING MATERIAL OR TO ADD MATERIAL TO THE LUMBER UST. EXCESS MATE=RIAL. THAT CAN NOT BE USE .1 BLAMING, SHIMMING, ETC. AND OTHER DEBRIS AS MAY BE CREATED BY THE WORK, SHALL BE PLACED IN DESIGNATED AREAS. DOUGLAS FIR AND HEM FIR GRAbED IN ACCORDANCE WiTH WEST COAST LUMBER RULE 016 • 4x , 6x,. BEAMS AND .POSTS: DE #1, Fv = 95 PSI, .1=b = 1200 PSI •• JOISTS: 41EM -FR #2, Fb =1075 PSI HEADERS': OF # 1 . STUDS: HEM-FIR -STUD GRADE OR BEE 1 EH. LOADING: ROOF . 15 PSF. DEAD WAD. + 25 PSF. LiVE • LOAD = 4D PSF. • FLOOR : 10 PSF. 'DEAD LOAD .1. 40 PSF. LIVE LOAD = 50 PSF CEILING.: 5 PSF. DEAD LOAD + 10 PSF. LIVE WAD = 15 PSF. . DECK: ' • 5 PST. DAD LOAD + .60 PSF: LIVE WAD = 65 PSF IM: PARTMONS.: ' ' _ '7 PSF. EXT. PARTITIONS = 10 PSF GUARDRAILS A TOP OF RAIL.:, - = 20 PSF ALL WOOD IN. CONTACT WITH CONCRETE SHALL BE PRESERVATNE TREATED, WITH W AIR SPACE MIN. AT TOP, SIDES AND ENDS. . ALL DECKS EXPOSED TO WEATHER MUST BE PRESERVATIVE TREATED. FASTENERS FOR PRESSURE TREATED AND. RRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED SIM; STAINLESS STEEL, SILICON - BRONZE OR COPPER. • MELD cur END NOTCHES AND DRILLED HOLES OF PiESSURE . TREATED WOOD SHALL BE RETREATED iN THE REL.D IN ACCORDANCE WITH AWPA M4 SHEAR WALL BOTTOM .PLATS NAILING AND ALL NAILING. AT PRESSURE TREATED PLATE SHALL BE HOT - DIPPED ZINC COATED • GALVANZED STEEL OR STAINLESS STEEL PER IRE 319 - MAXIMUM MOISTURE CONTENT NOT TO EXC® 16% . • PROVIDE: WASHE RS 'AND Nil. RS FL R ALL BOLTS - BOLTS HOLES SHALL BE NOMINAL DIAMETER OF' BOLT PLUS 1/15 ". ALL SILL PLATE BOLTED 'TD FOUNDATION WTH• ' @ ' • O.C. AND 2" x 2" x 1 /4'WASHEI'S INDIVIDUAL MEMBERS OR BUILT -UP BEAMS SHALL .BE • ATt'ACHED WiTH 16d NAILS coo 16" D.C., STAGGERED . PROVIDE cotirINUOUS SCUD BLUCKING A7 Mib HEIGHT OF AL STUDS WALL OVER 8' HT. ALL,. POST OVER 4' NEED BRACING PER IRE. . NAILING SHALL CONFIRM TO TABLE' R 602.3[1) ALL EXTERIOR AND 'INTERIOR WALLS SHALL. BE EFFECTIVELY BRACED. • FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING, . GLUE -LAM : DOUGLAS RR -LARCH COMBINATION GRADE' 24F/ V4, DF/ DF, W/ Fb= 2400 'PSI. . - . BEAMS. TO. LAID UP 'IN AN APPROVED WATER RESISTANCE GLUE. GLUE LAM SHALL BE • OBTAINED PROM AN APPROVED FABRICATOR. 7/0•44% spAs4frea # Gt. C. zonepferpheire . Vtid . 4 I> =4,.T# t. t$ll�'I�irif• 047N . . *44m gAriaaehiagelib it' 0.c. fiJl" 44nnATa, : mbe e. rd," ?AG. . ---- el�1nl6;:k Nr' e a:y. ,40N Hie ree i4.: ei : RAMP ritc7. kvliort6.61 • *O Af - gitfeao : g1 .. eo c .c. , • 4:id• 4E l c'J w c i@ v.cM extuo "ego kfrekti-triplAM tatioaggv I'YPi 95‘14100_ v r.. „: • WALLS FRAMING . . . • WALLS SHALL HAVE A SINGLE' eonOM .PLATE AND A DOUBLE TOP. PLATT:.. • END NAIL TOP PLATE'TO EACH .STUD - -WITH' 2-16d NAILS AND TOE NAIL OR END NAIL EACH STUD. TO •BurrOM PLATE WITH 2. lad 'NAILS. ;. FACE NAIL DOUBLE TOP PLATE WITH 16d .tlsi 12' O.C. AND LAP - A MIN. 4' AT JOINTS AND PROVIDE 18d 4" D.C. • CORNER' POST , SHALL BE UCTED OF NOT LESS •THAN 3 STUDS NAILED TOGETHER . TO FORM A.8INGLE UNIT AND SET•SO AS TO•RECEiVE INTERIOR FINISH PER PLAN. • NAIL BOTTOM PLATE FROM 'STUD WALL ABOVE TO WOOD FRAMING, BELOW WITH 16d @ 12" O.C. BUILT -UP POST SHALL BE NAILED' TO EACH OTHER WiTi••! 18d .12" D.C. erA( ER. ' • INSTALL SHIMMING WHERE NECESSARY TO LEVEL' THE SiLL PLATE OR PONY WALL -TO A 'A ". WHEN INSTALLING THE SILL, MAKE SURE BUILDING is SQUARE TD A 1 la" • =/- E•CTISR1OR BEARING WALLS 2 x B.x @ .16" O.C. INTERIOR BEARING WALLS 2 x 4 x ko 16" O.C. INSTALL FIRE BLOCKING A BATHTUB : • INSTALL 2x4 VERTICAL. AT EACH 'END OF TUB • FOR BACKING • INSTALL BLACKING a 43" FROM FLOOR - FOR TOWEL BAR . . INSTALL BLOCKING @ 7' HORIZONTAL F0R• TCABINETS . ANY CRIPPLE WALL LESS THAN 14" SHALL BE SOUD STAIRS • MINIMUM VI/IDTH - MAXIMUM RISE • MINIMUM RUN MINIMUM HEAD ROOM HANDRAIL ABOVE TREAD NOSING HANDRAIL GRASPING DIMENSION • • . HANDRAIL HEIGHT 'REOUIRE D • , • HANDRAIL FROM WALL 4" MAX:. CEFAR SPACE BETWEEN INTERMEDIATE RAILS 3B° 7 6 /4 • . 10" . . .,- 8'8 34 "- 38" - 1 14' MIN. to2" MAX. 36" MIN. 1' " -FOR WENDING STAIRS rna not A MIN.' '10" •TREAD AT 2 l=ROM TI-E. NARROWEST POINT . AND' A MN. B" TREAD AT THE NARRCMIEST POINT • - • . • . GUARDRAIL, 13thiJIREO FOR WALKING SURFACES 36 ABOVE ADJACENT GRADE • FLOOR - FLAMING : ONLY. GALVANIZE!? NAILS OR 'SCREW ALLOW IN FLCIOR SYSTEM. . 1WOR SHEATHING WiTH . W /a" x 4'" x 8' ' C. T C. PLY A OD :. I INDEX 32/16 j INSTALLED WITH • THE • FACE GRAIN TO • -THE JOIST AND THE dO1I'VTS TO BE STAGED.. SUPPORT AREAS • WHERE CUTS OUT HAS EIE EN MADE : : . . • .FLOOR "JOIST To TO PLATE WITH 3'- 1 Bd TOENAIL . .DOUBLE JOIST UNDER AEU PARALLEL SEARING WALLS . PROVIDE SUPPORT BELOW, FOR FLOR WOOD COLUMN THROUGH FLOORS WITH SOUD. BLOCKING PROVIDE .SOLD BLOCKING @ FLOOR JOIST OVER. BEAR EARING WALLS. HOLES BORES! IN JOISTS-SHALL Nor EXCEED, P" FROM TOP OR 'Burr= rrOM. HATCH ON JOISTS SHALL 'I ICIT • E Xc ED- ONE FOURTH OF JOIST DEPTH. • "JOIST SHALL HAVE A BEARING OF 1 W MIN. ON WOOD OR AND 3" ON MASONRY • ,JOISTS FROM' OPpaSTfE SIDES SHALL BE .TAPPED 3" MIN AND NAILS WITH 3 -1 ea NAILS NAIL ALL MULTY - JOIST BEAMS •7OGEFHER . WITH 18d @ 12" O. G. , STAGGERED. . FLOOR SHEATHING. NAILING EER ' SRC.. 602.3 ( 1) . FASTENER SCHEDULE FOR' STRUCTURAL MEMBERS' TABLE -R602.3 (t) • • . JOIST TO SILL OR ODDER, TOE NAIL 'I" X 6" SUB -FLOOR OR LESS . 2 - 8d • 2" SUB FLOOR TO JOIST OR GIRDER - . . '2 SOLE PLATE' TO JOIST ORBLIEG., FACENML ' _ !6d @ 16" 0.6. TOP OR SOLE - PLATE TO STUD, SEND NAIL 2 -16d • STUD TO SOLEPLATE, TOENAIL • 3 OR 246d . • 'DOUBLE STUDS, FACE NAIL . • • 1 • RUBLE T'OPPLATLE % FACE NAIL. lOd .. SOLE PLATE TD JOIST OR BLKO AT BRACE WALL PANEL ...._ 346d DBL, TOP PL.; MIN 2A" OFFSET END JOINTS FACENAIL:..,..: 8 -16d BLOCKING BETWEEN JOISTS /.&AFTER TO TOP FL., T iNAIL3 -Sd • •. .RIM JoiSt TO !MP PL, TOP NAIL : E • ' Sd • TOP PLATES, LAPS'AT CORN. /t1NTERSECT., PACE NAIL 2-10" . BUILT-0 AIDIL, TWO•PTELES WI 5e2 SPACER., • , ldd'c 16"4".0. @ EDGE CONTINUED HEADER; TOW PIECES, . . ' - • • • .16d @ 16"oc. @ EDGE CEILING JOISTS TO'PLATE, TOENAIL ••CONDNUOU.S ImADERTO STUfl TOE NAIL CEILING JOIST, LAPS OVEIt.PARTXTiONS, FACE NAIL GELLING JOIST TO PARALLEL RAFi'SRS, FACE NAIL RAFTER TO PLATE, TOE NAIL ' . 1" BRACE:TO EACH STUD ANI? PLATE, FACCE NAli . . • • 3d 4-s4 -10d - 3 -1od 2 -16c1 BULiLT UP CORNER STUDS . ' 10.d @ 24" o.c, 2" PLANKS • - 2 -16" @ ea 'BEARING WOOD'STRUCT'URA1 PANELS; FLOOR; ROOP'AND WALL . SHEATHING TO FRAMING : 7/16 " : - 1" . SU 4LOOR, WALL - 6d COMMON @ 6" o.c. EDGES 12" INTERMEDIATE . 'ROOF • • •8d COMP./10N. aG> 6" 9.0 EDGES. - "..IT RMEDIATE • Hal use. ,4^�T (� ,2 p• , . . Design Wind Pressure: Pi = X* lw * ps3o where: X = Exposure Factor .1w = Importance Factor • ps30 = Base Design Pressure SITEIPROJECT SPECIFIC VALUES: Basic Wind Speed = 85.mph (V3,)' = 70 mph'(V ) . X = 1.00 Exposure "B" (430') Iw = 1.00 Pen see Table 1609:6.2.1 STANDARD DESIGN INFORMATION . The. information described below is to be used unless otherwise noted on the plans. • WOOD DESIGN •per.Sections 2301. & 23014.1 Allowable Strength Design when applicable; per 2308 Conventional Light -Frame Construction . MINIMUM NAILiNG.REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: . 518" Dia: X 10 ", :A 301 or better, w/ 7" thin. Embedment: V= 1104 # / bolt • CONCRETE DESIGN per Chapter 19 & ACI 31842 • Concrete •fe 22500 psi • • mbar fy = 40,000 psi COM COMPLIANCE APPROVED \ dui 2 '7 20)1 Cti id DESIGN CRITERIA ' ' • PER THE 2063 INTERNATIONAL BUILDING.. CODE • WIND PER SECTION 1609 • Section 1609.6 Simplified method • (see 2003 table 2306.4.1 & Section 2306 4.1) • /Mishear walls to be sheathed from top plate to bottom plate unless noted otherwise. ' 'Block'alt panel edges.'Na1I spacIng. for all panel.edges. Space nails at 12" o.c. • along intermediate framing members. • NOTES : 1) PROVIDE W . CDX. PLYWD. (24/0 ) AT ALL EXTERIOR WALLS 05B. MAY BE USE FOR CDX. SHEAR WALL SCHEDULE 2) BLOCK ALL HORIZONTAL - EDGES W/ 2x TYP. • 3) ••FIELD . NAILING AT 12" O.C. 41 WHEN SHEAR WALLS IS 24" OR . LESS REFER. TO MIN. LATERAL RESTRAINT . PANEL DETAIL . The ehaar values aboxe aro.based upon the use of 8d box nails with a full head, • ... a shank dleilleter of 0.113" and a minimum penetration of 1.375". F rom . • . Table 230B.4. f UM 32; Sd values. with a 0.719 factor w/1.4 increase fo r wind, RECEIVED V• • • TURW/LA MAY 2 9 2007 • 't + +'mss ; CENTER C = per Section 9.5.5.2.1 1 71PIR& : '"•" EARTHQUAKE PER SECTION 1614 • Design Per ASCE 7-02 • Section 9.5.5 Equivalent Lateral Force 'Procedure Base Shear:. V = Cs* W - where: Cs = Seismic Response Coefficient W = Effective Seismic Weight SITEIPROJECT SPECIFIC VALUES: . S = per USGS Si = . per USGS Site Class D (Default) Seismic Design Category D R 6.5 from Table 9.5.2.2 .1= 1.00 • . TABLE 2304.9.1 (FASTENING SCHEDULE) FOOTING BEARING ASSUMED 2000 PSF WITH FS 1.33 POSITIVE POST TO FOOTING CONNECTION REQUIRED 20 r- ---. \ 20"DIA. x 8" 1, -. • I ex4" POST 3375# CAPACITY N JOIST TO SILL. OR GIRDER (3) 8d COMMON TOENAIL 24 r 0 - -I 24"x24"x8" W/(4) #4 E.W. • I L I 4"x4" POST 6000# CAPACITY _ BRIDGING TO JOIST 2) 8d COMMON TOENAIL EACH END • • 36 • I ---- - - I I in I 36"x36"x15" W/(5) #4 E.W. I . I 6"x6" POST 1350Q# CAPACITY L__1 . 2" SUBFLOOR TO J ST OR' GIRDER (2).16d COMMON BLIND. AND FACE NAIL 42 . r - - - --- . 1 I 42x42x18" W/(5) #4 E.W. I 1 I 6"x6" POST 18375# CAPACITY L _ _ _ 1 ' - SOLE PLATE .TO JOIST OR BLOCKING 16d AT 16 O.C. TYPICAL FACE NAIL • SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL (3) 16d AT 16' BRACEDAVAII • PANELS TOP PLATE TO STUD (2).16d COMMON END NAIL STUD TO .SOLE PLATE 8d. COMMON TOENAIL STUD TO SOLE PLATE. 2 16d. COMMON END NAIL • DOUBLE STUDS 16d AT 4" FACE NAIL • DOUBLE TOP PLATES 16d AT 16g' O.C. TYPICAL FACE NAIL • DOUBLE TOP PLATES 8 16d COMMON LAP SPLICE WAKING BETWEEN JOISTS oR • RAFTERS TO TOP PLATE (3) 8d COMMON TOENAIL . . RIM JOIST TO TOP PLATE 8d AT' V O.C. TOENAIL CEILING JOISTS 101LATE (3) 8d COMMON TOENAIL . CONTINUOUS HEADER. TO STUD (4) 8d ' COMMON TOENAIL - CEILING JOISTS, 'LAPS. OVER PARIITIONS (3) 16d COMMON MINIMUM .FACE NAIL (SEE sECTION 2308.10.4.1, TABLE • 2308.10.4.1) • • . . . • CEILING JOISTS, LAPS OVER PARTITIONS (4) r x 0.131" NAILS • (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) ' CEILING JOISTS, LAPS On PARTITIONS (4) 3" 14 GAGE STAPLES (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) • CEILING JOISTS TO PARAUEL RAFTERS (3) 16d COMMON MINIMUM FACE NAIL (SEE SECTION 230810.4.1, TABLE 2305.10.4.1) • . CEILING:JOISTS TO PARALLEL RAFTERS (4-) 3" x 0.1 NAILS • (SEE SECTION 2308.10.41, TABLE 2308.10.41) CEILING • JOISTS TO PARALLT1 RAFTERS (4) • 3" 14 GAGE STAPLES . . (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) • * . RAF IER TO PLATE (3) • fld COMMON TOENAIL " - ' (SEE SECTION 2308.10.1, TABLE 2308.10.1) RAFTER TO PLATE (3) 3" x 0.131"' NAILS • (SEE •SECTION 2308.10.1, TABLE 2308.10.1) • . , • RAFTER TO PLATE (3) 3" 14 GAGE STAPLES • . (SEE SECTION 2308.10.1,. TABLE 2308.10.1) • • . " • • COLLAR 11E TO RAFTER (3) 10d COMMON FACE NAIL JOIST TO .BAND JOIST (3) 16d COMMON FACE NAIL • FOOTING PAD SCHEDULE FOOTING BEARING ASSUMED 2000 PSF WITH FS 1.33 POSITIVE POST TO FOOTING CONNECTION REQUIRED 20 r- ---. \ 20"DIA. x 8" 1, -. • I ex4" POST 3375# CAPACITY N 24 r 0 - -I 24"x24"x8" W/(4) #4 E.W. • I L I 4"x4" POST 6000# CAPACITY _ . 30 • . r ---- I I • 30"x30"x8" W/(5) #1. E.W. I I ex4" POST 9375# CAPACITY L __ -.I 6"x6" POST FOR LARGER BEAMS 36 • I ---- - - I I in I 36"x36"x15" W/(5) #4 E.W. I . I 6"x6" POST 1350Q# CAPACITY L__1 . 42 . r - - - --- . 1 I 42x42x18" W/(5) #4 E.W. I 1 I 6"x6" POST 18375# CAPACITY L _ _ _ 1 • 48 I - - - - I I s • I 1 III I48"x48"x18" W/(6) #4 E.W. i 16%6 POST 31000# CAPACITY. I I L---J • v V. PONY WALL FRAMING Tfl MATCH WALL FRAMING ABOVE a s • PRE-FORMED . EXPANSION JOINT (2) *4 BARS • • . a' CONC. DRIVEWAY II • 4 II d a ' a 1 A • . 4 • I. • WALL FRAMING II 3 A.• • . RIM JOIST • . ' • 1ITIA) 1 • • • • • •1 b, • • . • • • '. • at • • Ii . • • • • . • • If •„, . ... • • • I. . • . . ,.... . .1 . 1 • . gr. • . • . .1. • • .4 • • • • 4. ' • • • S. • • . • • . : . . a • SEE TYP. WALL \\ WV \ SECTION FOR / FOUNDATION DESIGN STEP *FOOTING DETAIL AS REQ'D " CONC. GARAGE SLAB/ MIN. 4" COMPACTED GRANULAR FILL (SLOPE 'TO DRAIN) . • • 4 q A • FLOOR CONNECTION I :ea . . • r GRADE e . 11' • I • t. • C• \v" CONT. GARAGE FTC. GARAGE EDGE AT SLAB ON GRADE 0 0 1. ANCHOR BOLT WITHIN 12" OF EDGE 2. 2 X 6 SILL PLATE. 3, CONCRETE STEM WALL. 2 X 6 SILL •• • RIM JOIST NAILING PER SCHEDULE DBL TOP PLATE NAILING PER SCHEDULE FLOOR FINISH • 3/4" T&G SUB FLOOR FL. JOISTS PER FRAMING V GYPSUM BD CEILING SIDING (SEE ELEVATIONS) 15# BLDG. PAPER (OR TYVEK) SHEATHING PER SCHEDULE 2X6 STUDS @ 16" O.C. V GYPSUM BD. 2x6 SOLE PLATE W/ NAILING PER SCHEDULE . • , • • -• - • .. • - • . ' • • WOOD BEAM (SEE FRAMING) 0 "SIMPSON" ECC COLUMN CAP WOOD POST (SEE PLAN) Era 1 0 0 5. 6. • (10) 16d'S STAGGERED AT EACH SIDE' OF TOP PLATE SPLICE . WOOD BEAM (SEE FRAMING) A "SIMPSON" CC COLUMN CAP WOOD POST (SEE PLAN) BEAM CONNECTION @ POST ONLY WHERE SPECIFIED • DOUBLE HEADER. TOENAIL 8" O.C. STAGGERED. SOLE PLATE, SILL SHOWN CUT AWAY TO SHOW NAILING. KING STUD. 74 TRIMMER. • 8. CRIPPLE STUD. • WINDOW OPENING _ 11111111111111111111111111111111 = 11 . 11111 MmINIIIMINIIIIMIIIIIMIIIM111111. - • fl I (2) 16d'S 0 16" O.C. TYP. (3) 16dS STAGGERED AT EACH SIDE OF SPLICE , . • • TYPICAL NAILED SPLICE APPLIES • WHEN NO OTHER SPLICE IS INDICATED. NOTE: SPLICE PLATES ARE OVER STUD OR MULLION. SIMPSON ST6236 MAY BE USED.,IN LIEU OF NAILING AS INDICATED ABOVE. TYPICAL PLATE SPLICE 2 X • STUDS @ 16" O.C. OR WINDOW MULLIONS SIMPSON ST * STRAP TIE DOUBLE TOP PLATE (2) 16d TYPICAL BEAM TO FRAME . SIMPSON ST STRAP TIE DOUBLE 2 )( STUDS, MINIMUM C WANDA/ PANE DIMENSION PERPENDICULAR TO SUPPORTS APA RAM) SHEATHING GRADE PANE1..S. NAIL AT e ON CENTER EDGE. . 111111.1111111111.111 1 111. ' --- = • 511 "SIMPSON" H-1 HURRICANE TIE 2 X. BLOCKING BETWEEN ALL TRUSSES WITH SEATED BEARING 2 X DOUBLE TOP PLATE EXTERIOR . FINISH SYSTEM • . TYP ROOF SHEATHING U.N.O. ROOF TRUSSES BY OTHERS STAGGER END JOINTS OF ROOF SHEATHING PANELS • . CABLE END TRUSSES SHALL EE SHEATHED WM vie 058. END BEARING TRUSS 1/2" GYPSUM BOARD 2 X 6 STUD WALL - STUDS @ 16" O.C. Simpson Strong-Tle . Hi Typ Rafter. U.N.O. 1 /2" PLYWOOD ROOF DECK - SEE FRAMING PLAN FOR 'DECK NAILING SCHEDULE DRAWINGS buILDING DB/zloty 1 ----REVI-01-71-1 CODE COMPLIANCE APPROVED JUN 2 7 2007 RECEIVED CITY OF TUKWILA MAY 2 9 2007 PERMIT PROJECT: DETAIL SHEET Date: Permit: Revisions: SHEET NUMBER • 3 ROWS OF Hd NAILS 0 3" ao SIMPSON ST6236 W p1- 0-18 NAILS 2-2x STUDS TIN"' ON STHD14 NFt/T • (2) 1 /2"o ANCHOR BOLTS GARAGE PANEL • . 51- fENRYV,U_L PER FLAN ..ed a E oL EDGE HAILl STRAPPER PLAN FEND AROUND eEAt •1 AS tLEGE?SARY. GEHi R S I RAP • 0N FLOOR SHE±MHING sew PALM SI4EARNALL PER SCHEDULE BEAM PER PLAN PL I/4" x a" x SID APA , a N AIL S 0 u, ROTH STAED AND Sd NAILS 0 1.2m 0.C. •FIELD DEL 2x PLATE 2c CONT ti59 PER FLAN • CONN : CTION ' AT DISCONTINUOUS ROOF .$U -ILPss ! &M AT MEE4*t zE? •1AJaotJL, GC.SrJ . MU LEF,3 sax. Pixie P4AILIA.1 .scappu • HEADER PER PLAN HOLDO•• FER SCHEDULE QED ROD oR BOLT DIA. FM HOLDOWN SCHEDULE • TYPICAL HOLDOINN AT IN00D BEAM • r LuuN UUNNECTION fife, ` • •P 1- Ibd PER Sf AR A AL_L SCHEDULE • L►—R FLOOR SHEFt 1 llHG FLOOR JOIST FLOOR JOISTS ROOF' THUS'$ A35 0 N INTERIOR 5HFAR 2x ELK% SIM PSoN A35 I6% 04, • • A SS ROOF SHEATHING SEGTION AT WALL OVERHANG . . FOOF SHEARNALL PER PLAN-7... NAILING PER SCHEDULE . 2x CONT. ELK'& 51EARWA1-L PER PLAN •SHEARWAt.,I,. PER PLAN INCLUDING . ABOVE• AND BELOW WINDOWS U.D.N. IMNDOW HEADER ( SIMPSON LSTA 18 lad a 6" • 510n4160A {� SHEARWALL PM PLAN 2x BLK'O BETWEEN 4x4 s w/ 9 -11d PER SLK ROOF TRU TIE DOM LOCATIONS IF Rr O•D .(SEE Fuel j... --�-. sd T.H.o6 "de. 2-16di — STUD 2x LEDGER OR TRUSS WINDOW, $TRAP DETAIL FLOOR .30I5t 4x4 OF FULL WIDTH BETWEEN TRUSSES • 1' -4' oc AT TYPE ALL'. f AT TYPE ALL. 4'-°' oc AT TYPE ALL � � 2x6 1 5011111101VIIMI N E 1/2 GLR- } 'D J� GONNECeTIDN • SEE TYPICAL N LL. SECTION ON WT. 5-1 FOR CONNECTIONS Flatten edge of header to match top flange - radius. A34 -- 3 PLCS PER 4x4 S EARDQALL. PER PLAN NOTE. Sf AR4NALL MAY EE LOCATED ANYMERE E3ETWEEN THE TRUSSES. IF THE TRUSS IS DIRECTLY ABOVE THE WALL, FASTEN TOP TE TO BOTTOM CHORD IAU AS5 o 8" oc. FOR TYFE , A35 0 16' oc. FOR TYPE D> NALL OR A55 o 24" oc.. FOR TYPE[re.LALL INTERIOR SHEARWALL AT TRUSS • SLoCN AND EDGE NAIL PER SW SCHEDULE, TYP 2 SAYS MINIMUM Typical GLTV Installation 5 EA END OF 2x6 BLOCK ,. . • 73E4 i-I Cali/W TO Ibd PER 5HEARNAl.l- 6GI • lOd0 " oc edT.N.O6 " oc . CCerL1,va .LEYGy . ROOF SHEATHING LEDGER OR TRUSS - 1 Od # • I;" • Ea0 STRAP one p! Ar4s d J Jao/i C.E���.. D O -AM Zr A�'OUhtf_7 SHEAR WA LL PER PLAN FLOOR SHEATHING SECTION AT INTERIOR SHEAR YVALL -- SHEARWALL PER PLAN CONT. 2x I3LKG 15--d PER SH ARWA;;.- aC «•1EJLE FLOOR J3ISTS %% MN PERPENDICULAR) All. OR REM Przli PLAN - OW OOF CONNEC ON . Itolt 0.G. 4 � 1-1;1 . P"A T1 UL. SFAc 2x HLK'G o 4' x I .4015T SPADE ALT. SIDES A35/1I35F PER SF ARE^WJ.L SG BOUL.E EDGE NAILING SHEAR WALL PER PLAN 7 2Vr IoR. . RII& T � , J0 rd itt d am` La Ki�1 4 Ili , 2 ;71 s ' 1 1-t :::141BV::°Ft: 0Y . : . :: . . 6A13I_E ZRUSr I • 1 Floor Shce�ir� ioz1 (5-3 �J ooi- ,sa.SY btP We Infer ;ov S1 _ /'A RATED SHEATHING W! Sd ON O .EDGE 4 Sd ® 12" oc FIELD U.O.N. GABLE ENE? 13d 0 6' oc T Frreakl on sHFAR WAIL' W /No WALL by TYPE' 1 Sl IEARH" AL I_ U.O.N. Ibd 1 N.• 6" pc 07r;1 07r;if NAILING ('TYP) \—V PER PLAN ttil 455 CD ni - r.5 t rEt- O.5A 3 H overt-T orCr ' \• rr1 use A36 £MTEivzoI st-ovv. wax wj, . . E DSC4 -SDS3 (Right hand DSC shown . specify right or left hand when ordering) Typical DSC4 -SDS3 Installation PARTIAL f3ASE1vIENT NNALL 3/41- APA RATED SHEATHING 1 / IOd ®6 " EDGE 4 IOd 0 12" oc FIELD U.O.H. NOTE: IF SHEATHING NOT CONT. ACROSS RIM JOIST/PLATE JOINT PER SIMPSON W SCHEDULE NOTE; IF SHEATHING NOT CONT. ACROSS RIM JOIST/PLATE JOINT ADD SIMPSON A35 AT SPACING PER LONER SW SCHEDULE POST or ' STUDS PER PLAN . EGO and HW %r&:0K TJ3v5s_ 9WALL: s 'ourger_TLO,L ,v • T 1/I6' APA RATED SHEATHING W/ 8d O b" oc EDGE 4 $d 0 12" ac FIELD U.O.N. Ir-- R - EVIEVVEb - FaCil CODE COMPLIANCE APPROVED JUN 2 7 2067 City Of Tukwila BUILDING D j jy. 6d 0 6" OG QT'PICAL WALL SECTION CONT. ELK'G SIMPSON HI EA TRUSS EDGE NAILING (TIP) SHEARWAIJ_ PER PLAN I 'd ®$" oc OR PER UPPER SHEARNALL SCHEDULE IF SHEATHING NOT CONT. ACROSS RIM JOIST/PLATE. JOINT RIM JOIST OR 13LK'G EDGE NAILING PER 51^1 SCHEDULE AT SPLICE 8d T.N. 0 b" oc SHEARNALL PER PLAN Ibd ®$" oc OR PER SHEARNALL SCHEDULE IF SHEATHING NOT CONT. ACROSS RIM JOIST/PLATE JOINT RIM JOIST OR SLK'G Bd T.N. ®6 "ac EDGE NAILING (TYP) ANCHOR BOLTS PER PLAN • tl... -C s}.. f. =. as. fa er, P a - .1-I lk,S .._ Cor9rie'a F - •Erta m� ± t-r,r t„ o ss RECEIVED ary OF TUKW1L.A r I MAY 29 2001 ! PEHP. IT CEW EF. PROJECT: DETAIL SHEET f . . Date: Permit: Revisions: en CIO 00 O C $3 M SHEET NUMBER 11 4 k Q.A 0 . A -* ;Ytr, ,_.,, I I 1 .1. I I I it I 1 1 I I I I I I I I 1 III 1 1 1 1 1 1 1 1 1 1 1 1. 1 I I 1 I 1 1 t + 1 1 1 1 1 2 X 10 TRIM I 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1.1 1 1 1 1 1 1 1 1 1. 1 1 1 1. 1 1 1 1- 1 NMI s• 111111M1 MEM MEM MEE ■1=•r 11■■M1 MINN Min IMMO ■■■• MINN GRADE GRADE '4 " -6" FASCIA 'CONT. GUTTE STUCCO AT ALL FRONT ELEV. 5/4 " -6" FASCIA W/CONT. GUTTER CONCR. TLE ON #30 FELT OVER1/2 CDX PLYW SI EATING T O\ \0 36" . RAIL W /2x2 PICKETS @ 5 -3/8 0.C. OUTSIDE TYP. • 7 x 7" VENT ROOF JACK FRONT EL El VKION 1/z-11 O safety glass LEFT. ELEVATION l /4" = 1.0 1. VERVY SMEAR WALL NAILING AND HOLDOWNS PER PLA\1 SC - LDULE PRIOR TO SIDI\G I \STAL;ATIO\ 2. CAULK ALL EXTERIOR JOINST AND PENETRATIO\S: 3. PROVIDE WETHER STRIPI \G MID I LASHING AT ALL DOORS AND WINDOWS. 4. PROVIDE CO\1TINUOUS METAL GUTTERS AND DOWNSPOUTS AT ALL EAVES /TYPICAL. 5. PROVIDE GALVANIZTD OR ANODIZ D• SHPET METAL ELASHI \G AT ALL ROOF PE \ CHIM \EYS A \D SKYLIGHTS. •n SAFETY GLASS 1" x 4" TRIM BRD, WIND. /DOOR TYP: 6.0" BEVEL SIDING 1" x 4" CORNER BOARD. TYP. CONCR. TLE ON #30 FELT OVER1/2 CDX PLYW SI 5/4 " -6" FASCIA W /CONT.GUTTER REAR ELEVATRON 7" x 7' VENT ROOF JACK 36" X 36" MIN: CONCR. LANDING A — REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 7 2007 City Of Tukwila BUILDING DIVIS HOUSE NUMBER OR ADRESS TO BE POSTED AND PLAINLY VISIBI E FROM STREET FRONTING STRUCTURE. CONCR. TILE ON #30 FELT OVER1/2 CDX PLYWD. SHEATING • L vi G AREA: • NAM FLOOR: 1757. SQ. FT. UPPER FLOOR: 2292 SQ. FT. TOTAL: 4049 SQ. FT. • GARAGE 720 SQ. FT. .tea► ■ullIsmunitH, � ' 1 1 1 1 1 1, 1 1 1 1 1 1 . .ddRRpr, 1 I. I I I I I 1 1 1 1 1 1 1 I 1 I I I ;• �_ _ / 1 I 1 I ( 1 I . 1 1 1 1 1 1. 1 1 1 1 �� ��� IME s 36" RAIL W /2x2 PICKETS © 5 -3/8 O.C. OUTSIDE TYP. 7" x 7" VENT ROOF JACK RRGHT ELEVATMN SAFETY GLASS 5/4 "---6" FASCIA WONT. GUTTE RECEIVED cn OF TUK1 'ILA MAY 2 9 1007 PERMIT ;ENTE■ GRADE 9' UPPER FLOOR 12' MAW FLOOR 28' -5" ISE PLAN#: 109 DATE: 3/20/0i DRAWN BY: Y.N 253-275-8422 I I 1 .1. I I I it I 1 1 I I I I I I I I 1 III 1 1 1 1 1 1 1 1 1 1 1 1. 1 I I 1 I 1 1 t + 1 1 1 1 1 2 X 10 TRIM I 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1.1 1 1 1 1 1 1 1 1 1. 1 1 1 1. 1 1 1 1- 1 NMI s• 111111M1 MEM MEM MEE ■1=•r 11■■M1 MINN Min IMMO ■■■• MINN GRADE GRADE '4 " -6" FASCIA 'CONT. GUTTE STUCCO AT ALL FRONT ELEV. 5/4 " -6" FASCIA W/CONT. GUTTER CONCR. TLE ON #30 FELT OVER1/2 CDX PLYW SI EATING T O\ \0 36" . RAIL W /2x2 PICKETS @ 5 -3/8 0.C. OUTSIDE TYP. • 7 x 7" VENT ROOF JACK FRONT EL El VKION 1/z-11 O safety glass LEFT. ELEVATION l /4" = 1.0 1. VERVY SMEAR WALL NAILING AND HOLDOWNS PER PLA\1 SC - LDULE PRIOR TO SIDI\G I \STAL;ATIO\ 2. CAULK ALL EXTERIOR JOINST AND PENETRATIO\S: 3. PROVIDE WETHER STRIPI \G MID I LASHING AT ALL DOORS AND WINDOWS. 4. PROVIDE CO\1TINUOUS METAL GUTTERS AND DOWNSPOUTS AT ALL EAVES /TYPICAL. 5. PROVIDE GALVANIZTD OR ANODIZ D• SHPET METAL ELASHI \G AT ALL ROOF PE \ CHIM \EYS A \D SKYLIGHTS. •n SAFETY GLASS 1" x 4" TRIM BRD, WIND. /DOOR TYP: 6.0" BEVEL SIDING 1" x 4" CORNER BOARD. TYP. CONCR. TLE ON #30 FELT OVER1/2 CDX PLYW SI 5/4 " -6" FASCIA W /CONT.GUTTER REAR ELEVATRON 7" x 7' VENT ROOF JACK 36" X 36" MIN: CONCR. LANDING A — REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 7 2007 City Of Tukwila BUILDING DIVIS HOUSE NUMBER OR ADRESS TO BE POSTED AND PLAINLY VISIBI E FROM STREET FRONTING STRUCTURE. CONCR. TILE ON #30 FELT OVER1/2 CDX PLYWD. SHEATING • L vi G AREA: • NAM FLOOR: 1757. SQ. FT. UPPER FLOOR: 2292 SQ. FT. TOTAL: 4049 SQ. FT. • GARAGE 720 SQ. FT. .tea► ■ullIsmunitH, � ' 1 1 1 1 1 1, 1 1 1 1 1 1 . .ddRRpr, 1 I. I I I I I 1 1 1 1 1 1 1 I 1 I I I ;• �_ _ / 1 I 1 I ( 1 I . 1 1 1 1 1 1. 1 1 1 1 �� ��� IME s 36" RAIL W /2x2 PICKETS © 5 -3/8 O.C. OUTSIDE TYP. 7" x 7" VENT ROOF JACK RRGHT ELEVATMN SAFETY GLASS 5/4 "---6" FASCIA WONT. GUTTE RECEIVED cn OF TUK1 'ILA MAY 2 9 1007 PERMIT ;ENTE■ GRADE 9' UPPER FLOOR 12' MAW FLOOR 28' -5" w I • 3 ROWS tFSd NAILS 0 3" ar SIMPSON ST6236 W/40 --16d NAILS 2-2x STUDS fiC11rf STht 14 5 t 0 TE3:= • IAhdg (2) 1/ ANCHOR BOLTS • GARAGE PANEL • OBL 2x PLATE HEADER PER PLAN APA RATED S(DES W BdNAIL.S a. 0,G. 110TH SSTA,G ED AND Sd NAILS 12" 0.C. FIB? ELF RAN .Sd 4 6" co l aE ruJJJ).& LOP t ROOF STRAP • PE- 4 PLAN BEND AROUND BEAM AS NEC-WARY. CENTER STRAP ON FLOOR SHIATNING > 4F W A D , WI ND W A L L 7 3 1 5 2 . 0 ) , J , SFEARNWA.L PER SGHEP JI.E BEAM PER PLAN PLI /4 " x3 "x 3 1 2.c GOVT I5.LY 6 a ii21 t . P .r IGd PER SFI!AR.FIALL SCHEDULE UPPER MOOR SHEATHING CONN CTION AT DISCONTINUOUS ROQE , .SJtIiP A� &M AI; W F N s 5tt I6" o . F-7 Dr n5 r Ar/ _ ?AV C 11 SIM 11- MNcr�G HFDC' HOLDOK1 PER SCHEDULE r LUUI< UUNNECTION FLOOR .JOISTS FM-F THUS A35• • FLOOR JOIST THREADED ROD OR BOLT DIA. E'ER HOEDOWN SCHEDULE • TYPICAL HOLDOWN AT WOOD BEAM 2x 13LK16 SHEARINALL PER FLAN-: NAILING PER SCHEDULE ROOF • SHEATHING ROOF -I* d 6" StUri4501 We a FM. PLAN 2x BLK'G BETWEEN 4x4 s w/ 9-td PER BLK t. 2 -I6d STUD 2x 2x LEDGER OR TRUSS • • Si- EARKAi, L PER PLAN • SHEA/WwAU.. PER PLAN INCLUDING ABOVE AND BLOW WNDOWS 1J.0,t4. WNDOW HEADR ( SIMPSON LSTA 18 F=LOOR JOIST Ed MN. a6 " SECTION AT WALL OVERHANG . I/2" GLR WINDOW BETWEEN TRUSSES • 1'-4' oc AT TYPE ALL, 2'-O .oc AT TYPE ALL, 4'-C' oc AT TYPE ALL 7x6 F31..K' ' oor GONNEGTIDN TIE DOWN LOCATIONS IF REQ'D .(.SSE PLAN WINDOW STRAP DETAIL A34 - 3 PLCS PER 4x4 5 EA END OF 2x6 BLOCK S A R L L PER MAN NOTE. 51 MAY BE LOCATED ANYi^I BET1-1 EN THE TRUSSES. IF THE TRIJSe IS DIRECTLY ABOVE 11-iE WALL, FASTEN TOP TE TO BOTTOM CHORD W/ A35 o 6" oc. FOR TYPE , A35 a 16" cc. FOR TYPE HALL OR AS5 a 24' oc. FOR TYPECNWALL INTERIOR SHEARWALL AT TRUSS • Flatten edge of header to match top flange radius. Typical GLTV Installation • •r • 2x CONT. BLK'G SEE TYPICAL WALL SECTION ON SHr s-I FOR CONNECTIONS . ce~rj..iNG .E, BLOCK AND EDGE NAIL, PER SW SCHEDULE. TYP 2 BAYS MINIMUM • 73E4 t CONNE To 16d PER SFEAAFJ^IALL SCHEDULE' 'STRAP IF ON PL,.AWs- oiv Sao f LE/EL _ 15NQ AROUNL7 .41'1 TF ME-c- • tOda6 " " oc ad T.N. 0 6" ac 1 ROOF SHEATHING -...'� LEDGER OR TRUSS - 1Dd 0.8"a --.. SHEAR WALL PER PLAN FLOOR SHEATHING l"`fT WSW-. RAl...i ••• i s PAc SHEAR WALL PER FLAN 73 . SECTION AT INTERIOR SHEAR WALL • 2x 13LK'G a 4'-O" oc I ..JOIST SPACE ALT. SIDES , /A55F PER SHEARNAUL schreouLE EDGE NAILING -CONT. 2t BUM 16—d PER SH:.ARWAU. .7.3 -IMULE •• FLOOR LOST; (sitrtrti I J3 M AR) ALL PLAN Lp� ..CONNEC ION 4.0 f.i g•p JoisT L` e.ce3LoCi<i411_ 111s4..rs liq ar rneVA cQ a ;. VAIN f 6ABLE TRUSS Flcnr 5hee��, -� • 1.✓.o s c w A LIN VEER SNEAK. wAtt T 4` paRpoRmind GRAVE. / 7 PILIER. FABRIC. Tar 'TRUSS - TO SAIL CONN 7/16 APA RATEes SHEATHING I'M/ Sd ®6" do EDGE 4 8d a 12" cc FIELD U.O.N. CABLE ENO TR / loin ;SHJ J W4LL• \Vivo V4LL 4b" TYPE' I SHEARV'IALL U.O.N. I bd TN; c 6" oc )EDGE MILIN& (TYR) \ -ALL PER PLAN tE' /. D•S' i3 r1t)ST • j alinervi, Sc. cis( A35 twit :zois suEn.m. w'LL wit:AD , - • SHEASC veldt ADDY 6 N.45KMGA_ 04 4a 16I�'ENT _ *4e 16' ' a 14" �. o I2" w4i4 toff 'V. 7-5 PIHAL DSC4 -SDS3 (Right hand DSC shown . specify right or left hanc when ordering) Typical DSC4 -SDS3 Installation pt7' HALL LEAP 26 • Y .T.131 - s 0, r - 4kar S1I EATi' t t � - rtr car G A-a. PER PLAN �7r1P'SoN Fr;rik✓4 '.x? 157.5 _ - a► I6" 46 COW >a4 014 PARTIAL EASEMENT IAIALL • 3/4" APA RATED SHEATHING Y9/ 1Od 6" oc EDGE 4 IOd o I2" oc FIELD U.O.N. NOTE: IF SHEATHING NOT CONT. ACROSS RIM JOIST/PLATE JOINT ADD SIMPSON AS5 AT SPACING PER LOIAER 51 SCHEDULE NOTE: IF SHEATHING NOT CONT. ACROSS RIM JOIST/PLATE JOINT ADD SIMPSON A35 AT SPACING PER LOWER SW SCHEDULE - Tuns ECC and HW POST or ' STUDS PER PLAN vbi 5 7131155- 1 O.: :.: LL �C 1IE'C.TLO N •'T•5 ' 4r-II frAsT CoR1 CONW 1/16' APA RATED SHEATHINS NV Sd a b" oc EDGE fl Sd a 12" at FIELD U.D.N. Sd 0 6" oc, EFL , U QY'I'PIGAL WALL.SEGTION CONT. ELK'S SIMPSON HI EA TRUSS EDGE NAILING (TYP) SHEARINALL PER PLAN I6d o S" oc OR PER UPPER SHEARINALL SCHEDULE IF SHEATHING NOT GONT. ACROSS RIM JOIST/PLATE JOINT RIM JOIST OR ELK'S EDGE NAILING PER SW SCHEDULE AT SPLICE 8d T.N. o 6" CC SHEARNALL PER PLAN I6d a S" oc OR PER 5HEARWALL SCHEDULE IF SHEATHING NOT CONT. ACROSS REM JOIST/PLATE JOINT RIM JOIST OR ELK'S Sd T.N. a 6" oc. EDGE NAILING (TYP) ANCHOR BOLTS PER PLAN ti5IC c s per. cofcrir<k'To - t) Eacstt c m Or Freo:&(v _ 'U1r' 6 - uti CSI o -rta Ss CODE COMPLIANCE APPROVED it JUN 2 7 2007 City Of �-� 4 RECEIVED CITY OF TUKWILA MAY 2 9 2007 PERMIT CENTER,