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Permit D07-160 - REHABITAT NORTHWEST - LOT 5
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D07-160 Rehabitat Northwest – Lot 5 3203 S 132 Ln DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers individuals’ privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally – 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 552(a); RCW State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW 72 DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. Personal Information – Redactions contain information used to prove RCW Driver’s License. – RCW identity, age, residential address, social security DR3 42.56.230 (7a 42.56.230 number or other personal information required to & c) apply for a driver’s license or identicard. (7a & c) REHABITAT NORTHWEST LOT 5 3203 S 132 LN D07-160 Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 1523049309 Address: 3203 S 132 LN TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D07-160 Issue Date: 10/01/2007 Permit Expires On: 03/29/2008 Tenant: Name: REHABITAT NORTHWEST - LOT 5 Address: 3203 S 132 LN , TUKWILA WA Owner: Name: REHABITAT NORTHWEST Address: 3601 WEST MARGINAL WY S , TUKWILA WA 98106 Phone: Contact Person: Name: CHAD DETWILLER Address: 3601 WEST MARGINAL WY SW , SEATTLE WA 98106 Phone: 206 932-7355 Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW , SEATTLE WA 98106 Phone: (206)255-3474 Contractor License No: REHABNI973KZ Expiration Date: 05/24/2009 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2744 SF SFR WITH 455 SF ATTACHED GARAGE AND 133 SF OF DECKING. PROJECT ON VALLEY VIEW SEWER AND WD #125 WATER. Public Works activities include: ACCESS DRIVEWAY, STORM DRAINAGE, EROSION CONTROL. Value of Construction: $292,266.17 Fees Collected: $6,034.69 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 **continued on next page** doc: IBC -10/06 D07-160 Printed: 10-01-2007 City a..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: D07-160 Issue Date: 10/01/2007 Permit Expires On: 03/29/2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 25 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: L)AiLL (T?c&,JDate: l —' —01 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 perfo e of work. I am authorized to sign and obtain this development permit. Signature: Date: /a �7 Print Name: 1c,/1471r),I & 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 suspendec or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 007-160 Printed: 10-01-2007 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 PERMIT CONDITIONS Parcel No.: 1523049309 Address: Suite No: Tenant: 3203 5 132 LN TUKW REHABITAT NORTHWEST - LOT 5 Permit Number: Status: Applied Date: Issue Date: D07-160 ISSUED 05/02/2007 10/01/2007 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: 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. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located m, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond-10/06 007-160 Printed: 10-01-2007 Permit Center. 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: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 21: Adequate ground ladder access to rescue windows shall be provided. 22: Maximum grade for all projects is 15%. 23: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 27: 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. 28: Contractor shall notify Public Works Utility Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 29: Any material spilled onto any street shall be cleaned up immediately. 30: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 31: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 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. 32: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. doc: Cond-10/06 D07-160 Printed: 10-01-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 33: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 34: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 35: If proposed residence going to be sprinldered a larger size WM shall be installed, applicant shall check with Tukwila Fire Department for required size of Water Meter and water service line. Interior sprinkler installation requires an (RPPA) Reduced Pressure Principle Assembly for cross -connection control. 36: Prior to final permit sign -off applicant shall submit turnover documents for frontal imrovements in the right of way including AS -Built plans for Right of Way work prepared, signed and stamped by a licensed civil engineer (paper copy, mylar and electronic version on CD is required). 37: APPLICANT SHALL OBTAIN A SANITARY SEWER PERMIT FROM VALLEY VIEW SEWER DISTRICT © 206 242-3236. **continued on next page** doc: Cond-10/06 D07-160 Printed: 10-01-2007 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 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: Print Name: d4-1 ' lc') ler'-' Date: / 9% 7 doc: Cond-10/06 D07-160 Printed: 10-01-2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ttp::r:>>ai'1+.citutor il r1!::U.us. Building Permit No. VD1't (1 Mechanical Permit No. L 0(11---011 1 y Plumbing/Gas Permit No. 12 — 11 c Public Works Permit No. Project No. Poi 09i (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION l/" , c � King Co Assessor's Tax No.: I�� —1101 Site Address: 3 Z 3 513Z''> i..1.01kwl �t 1Zl^.`{ K, W1 L WQ 98168 Suite Number: • Tenant Name: a (Gi t xWe7.40c_�c- New Tenant: Property Owners Name: Re.katijrak 111. .-10!sil", 1...b.1c,- Mailing Address: t G). &.1'Ski Floor: ❑ Yes..No Geo 3 P f City IJA State 98/ Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: 6 rw/ LdiJ, I/er Mailing Address: 30I W. kleig„gra f v s13 E -Mail Address: ekeki t` Lr 7 iaor4i e6f. . cM Day Telephone:91' 7 City / State Zip Fax Number: 4.46) /e".s"S 7 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: f 1..<1,4.4 r tit- I t Mailing Address: . .)01 &-!•irdfs, a 1'; ,t t4 / 41-� v l4-5 Contact Person: L.ftr, cyl kertoi /('e r' eilAvg t E -Mail Address: d i.. o) C� rLLc jn %:*I * C;4 /aa�T tuo <.��—,t :, . e . an c Contractor Registration Number: $ E N I� e $ t 9 7_. l/i .. City State Zip Day Telephone: ( C-.) 9 u? ' 7Z5-5". Fax Number: (ZOO O 933 " 7g5-5. Expiration Date: O i fog /O ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Nfrl Mailing Address: Zip Contact Person: E -Mail Address: City Day Telephone: Fax Number: State ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record f Company Name: taiti.l E%r�a4,•Oef "'[l��e Mailing Address: 11I7.at gat.1; ttot. Contact Person: Alt%. 1)105. E -Mail Address: Matt 1,„,t$1,3e.t rJs 2001 C"' t,14.k604 e,0141 Q:\Applications\Forms-Applications On Line \3-2006,V-- Permit Applicauon.doc Re% ised: 9-2006 bh Gt%aoolcti V`Ile did 4 '0077 - City State Zip Day Telephone: CY2Sj 111,41 ' 01 2.7 Fax Number: CyLS- y89-0927 Page 1 of 6 Slew BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ /t40O 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): C -v .Y.,4 rµ_ u) S- 6.044 r r," Will there be new rack storage? ❑ Yes o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 13116 S Floor area of principal dwelling: Il 73 5 Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z-- Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes CEr No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms-Applications On Line3-2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Ist Floor 4320 2nd Floor 4 yiy 3rd Floor qit Floors 1 thru — 2, %/if Basement Accessory Structure* /JN Attached Garage y5S--. Detached Garage r J'fk Attached Carport NA Detached Carport ti - NI Covered Deck 133 Uncovered Deck N/A. 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): 13116 S Floor area of principal dwelling: Il 73 5 Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z-- Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes CEr No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms-Applications On Line3-2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): k-odti, t twele s tot*N S r,re't e a �J FP -t" prry of t4.)4,1 e A fox.). c o c ci p r % c Se fb • Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila K... Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate Z... ValVue 0...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless - (SAO) 0 ...Hold Harmless - (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ...Construction/Excavation/Fill - Right-of-way i ' Non Right-of-way $O ...Total Cut ...Total Fill 2. cubic yards cubic yards O .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ] ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line 0 .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation " Domestic Water // }...Permanent Water Meter Size... Wy " WO # 0 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private 0 ...Water Main Extension Public Private ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Q \Applications\Forms-Applications On Line\3-20)6 - Permit Application.doc Revised 9-2006 bh Page 3 of 6 MECHANICAL PERMIT INFORMATION - 206-431-3670 MECHANICAL CONTRACTOR INFORMATION 60.6414. HcaSitSt 4/C - Po GA e►zc> Company Name: Mailing Address: ,:-f R.; WA I$�8S- Contact Person: "-err E -Mail Address: Contractor Registration Number: C/4S7-1.- H os -S- ts14 City State Zip Day Telephone: )moi? -1362.C, Fax Number: t 7-13 73 Expiration Date: 215-70$r Valuation of Mechanical work (contractor's bid price): $ 1000 Scope of Work (please provide detailed information): }w-,j*a1( Kit+) <G �� N s t � e,K 4r- Pte c.,,.) 6r- Use: Residential: New....[$ Commercial: New .... ❑ Fuel Type: Electric ❑ ....Oil Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace<100K BTU 1 1 Air Handling Unit >10,000 CFM Fire Damper 0-3 HP/100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Fumace Ventilation Fan Connected to Single Duct S 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 Ventl Hood and Duct 1 Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/1nd Q:\Applications\Forms-Applications On Line\3-2006 - Permit Application.doc Revised: 9-2006 bh Page 4 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206-431-3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 6.,;P4 /MaeItarog Mailing Address: .3)7 /S3----SIrec'� Contact Person: "TiNJA 1Gr.aww.. City 14)4 I e e State Zip Day Telephone: (2 681 .09 -99 er E -Mail Address: Fax Number: Contractor Registration Number: --TP1-OZ. P <1741 14U Expiration Date: 1/3 7 Valuation of Plumbing work (contractor's bid price): $ /` 000 Valuation of Gas Piping work (contractor's bid price): $ tt Scope of Work (please provide detailed information): i„agka �� tve_ l.� pi f u4. i4; r.11 S 74as ec, � F . Building Use (per Intl Building Code): v e Occupancy (per Intl Building Code): R-1 Utility Purveyor: Water: ke... ti h - / 2C Sewer: i4.1 ace - Indicate ?# _ Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks 1 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet 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 Q:\Applications\Forms-Applications On Line\3-200(, - Permil Application.doc Revised: 9-2006 bh Page 5 of 6 • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER./OR U HO ZED AGENT: Signature: . Print Name: exeJ Qe,pi/rte Mailing Address: X41 LJ. 0647,:4-/a. Date: 7/'a r Day Telephone: ) 932 " 735V - City State Zip Date Application Accepted: Q:\Applications\Forms-Applications On Line\3-2C06 - Permit Application.doc Revised: 9-2006 bh Date Application Expires: Staff Initials: Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 1523049309 Address: 3203 S 132 LN TUKW Suite No: Applicant: REHABITAT NORTHWEST - LOT 5 RECEIPT Permit Number: Status: Applied Date: Issue Date: D0Z-160 ISSUED 05/02/2007 10/01/2007 Receipt No.: R07-02144 Initials: WER User ID: 1655 Payment Amount: 33,713.28 Payment Date: 10/01/2007 03:10 PM Balance: 30.00 Payee: REHABITAT NORTHWEST TRANSACTION LIST: Type Method Description Amount Payment Check 2385 ACCOUNT ITEM LIST: Description Account Code 3,713.28 Current Pmts BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT/INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000/322.100 000/342.400 000/342.400 000/386.904 104.367.120 2,571.40 23.50 100.00 4.50 1,013.88 Total: $3,713.28 ?47=: '?710 TOTA L170 7n doc: Receiot-06 Printed: 10-01-2007 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 RECEIPT Parcel No.: 1523049309 Permit Number: D07-160 Address: 3203 S 132 LN TUKW Status: PENDING Suite No: Applied Date: 05/02/2007 Applicant: REHABITAT NORTHWEST - LOT 5 Issue Date: Receipt No.: R07-02052 Payment Amount: $300.00 Initials: WER Payment Date: 09/20/2007 03:42 PM User ID: 1655 Balance: $2,699.40 Payee: REHABITAT NORTHWEST INC TRANSACTION LIST: Type Method Description Amount Payment Check 2738 300.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts TRAFFIC CONCURRENCY 104.367.121.00 300.00 Total: $300.00 07i: 009/2 ? TOTAL 300.00 0. rdncr RP.n int -OR Printad 09-90-9007 1 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 RECEIPT RECEIPT NO: R07-00728 Initials: JEM Payment Date: 05/02/2007 Uses ID: 1165 Total Payment: 2,106.91 Payee: REHABITAT NORTHWEST, INC. SET ID: S000000743 SET NAME: Trap set/Initialized Activities SET TRANSACTIONS: Set Member Amount D07-160' 2,021.41 M07-099 41.00 PG07-116 44.50 TOTAL: 2,106.91 TRANSACTION LIST: Type Method Description Amount Payment Check 1897 ACCOUNT ITEM LIST: Description TOTAL: 2,106.91 2,106.91 Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000/345.830 1,756.91 000/322.100 250.00 000/345.830 100.00 TOTAL: 2,106.91 7718 05/02 9716 TOTAL 2106.91 INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro' t:// Type of Inspection: Address: _3z6 3 Date Called: Special Instructions: Date Wanted: zy // .0& .m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Peafm;-06.7,1>li‘x.0/-="1,z4-/ 0 t fi?fAt,*17 'fate, l /Inspec Date: //—v) •. I0 REINSPECTION FEE QUIRE I: rior to inspection, fee must be id at 6300 Southcenter Blv•.. Suite 1100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 7./GCS Proj h�� -/ � fJ h95 Type of Inspection: / �=, WI — Pi/444w1 A ess: a 3 S X32 LA/ Date Called: Special Instructions: Date Waned: ,gym: Requester: Phone No: aoh zss-3(77y Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: eft1 r 2 EJ $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: T INSPECTION RECORD Retain a copy with permit INSPECTI9N NO. PERMIT NO. ,_ r CITY OfF TUKWILA BUILDING DIVISION Oz- UW 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367b Propt: P/i /, i � NW 5 of Inspection —a /21.)G-1 /(1P, 44,- 5 2/ Address: Zo3 5-/321vv Date Called: Special Instructions: Date me :/� a U. a.m. C �7 Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspfctor: b REINSPECTION FEE REQUIRED. PFior to inspection. fee must be at 6300 Southcenter Blvd.,5uite 100. Call the schedule reinspection. Rept No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit / 7/b0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Pr/sect: / ,./'�� 5 Type of Inspection:r-ZO__...-Z4/- V5, \ Address: 303 /32 LA. Date Called: Special Instructions: Date Wanted: m, • Requester: Pin No' 'GG- 3q1 -75.3 3 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: Da l]f m 1c1 $58. �. - EINSP CT N FEE QUIRED. P or to inspection. fe s t be pai • . t 6300 Southcenter Blvd., uite 10 Call the schedule reinspection. Receip No.: Date: INSPECTION RECORD Retain a copy with permit 6o7 -/Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Sew 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 e.°9 .Z/ /Fr/ 5 PI A Type of Inspection: 7 A 26 ..? s /j2z4/::iate Called: Special Instructions: . , Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CO VENTS: D/71d, EIN PECTION FEE QUIRED. P,/or to inspection, fee must be at 6300 Southcenter Blv . Suite 100 Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTIONNO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431-3 Pro' Type of Inspection: �1 Address: 3d 132 L/t Date Called: Special Instructions:Date W�e�/ � a.{�` Fe Req/ujester: Phone -7,1‘_ . /-753 ? Approved per applicable codes. Corrections required prior to approval. COMMENTS: p Date: /7._ r/ /d--7 .00 REINSPECTION F E REQUIRED. for to inspection, fee must be id at 6300 Southcente Blvd., Suite 1 0. Call the schedule reinspection. ipt No.: Date: /0 INSPECTION RECORD Retain a copy with permit &7--W INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Pro' ct:z.tj Ai, Type of Inspection " p Address: 3203 S- /-?2t-.1.- Date Called: Special Instructions: Date Wanted: /2/x//0 / Requester: P'47:t — .3/c'/— 7,.x_,3' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date /MA,/ W: .00 REINSPECTION FE QUIRED. Pr' r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Dn7-!6<7 Proje h)9 6,--14-) �/ / Type of Inspection: / t / ��i7�1 Addresse " " D Called:/� Special Instructions: Date Wanted: J /2 / G/en7 (n p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (4,y1//Siv4/44,4 SAbyr✓4 ter �i G1ior to inspection, fee must be D/4/ 9iI laid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. ector: Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit /7--/b0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-j6 0 Prod Type of Ins ec ion: Ad ss: �o—S /32 61e. Date Called: Special Instructions: Date Wanted: Register:- Phone Phone No: ,.Z ' C-25.--- 3 4' 7S/ Approved per applicable codes. El Corrections required prior to approval. CO MENTS: I speclor Date: I /.2/KA :.O0 REINSPECTION FEE EQUIRED. P or to inspection, fee must be paid at 6300 Southtenter B vd., Suite 10 . Call the schedule reinspection. Receipt No.: - /* Date: INSPECTION RECORD J Retain a copy with permit 7 160 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: /:t'4•1 �/1.iii A/W S Type of Ins ection: /j�4/nfiVb Address: 3Z S /3.2� 24/Special Date Called: In ructions: Date Wanted: /2 /d M% p.m� Requester: Phone No: 2C96-255-3 V79 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: E0 /5 d °, 'et' s,/4/ v (.71___//-e ,9- 1. e D 4/. Asp/ �s OF G i( g,4,94:5 row 1/. rbs/(e ,/.) /4_ -v i/5 -til Dat } G/117 t0 REINSPECTION FEE REQUIRED rior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 00. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: /A 4 5Ja` NCri /I /5 Type of In pecti n:,_\.. ; c l .S/1'24 ��/r, Address: 3-2 a,3 S /3 ? Z /U Date Called: Special Instructions: Date Wante : ///b/6Th a.m. Requester: Phone No: X66 --3i-753 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: i D7/(cim El $58.REINSPECTION FEE REQ RED. P? or to inspection, fee must be pai - at 6300 Southcenter Blvd.. S ite 100. Call the schedule reinspection. Receipt No.: Date: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit D6-7-- /60 PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Protect: / Pil /�, 7/, iii/U!{J 20 / S Type of Igspectio (,c%ia // 1104 lh;5 /s119,t✓ Address:Date 3e,2OS S 13 L Z fl Called: Special Instructions: i Date Wanted: /% /�/ 6 /0 • Requester: Phone No: ,266-3(- 7533 1.fQpproved per applicable codes. Corrections required prior to approval. COMMENTS: p c,f_A . Aftok,v /41e (4,/ veAKO__ Inspe •r ❑ I'I Rec s No.: 7 REINSPECTION FE REQUIRED. Pr r to inspection, fee must be at 6300 Southcenter lvd.. Suite 100 Call the schedule reinspection. Date: 11 I/ /t1 Date: INSPE • ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY s F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-370 PT* Type of Inspection: Address: ??o3 C2 132 Lk( Date Called: Special Instructions: Date Wanted: IU )0147? • - Requester: Phone No: Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: I : • ector: Date: !� 17-7 EINSPECTION FEE RQUIRED. Prior to inspection, fee must be t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Pr 'ect: ilt\b.riZ Type of I specti n: As rej 3 S _ � 3� LN)Date Called: Special Instructions: Date Wanted: I 0 h 'v a.m P.m. Requester: Phone N : 2v(-Zss - 34-7(I pproved per applicable codes. Corrections required prior to approval. COMMENTS: Insp Dai O/c, it77 REINSPECTION FEE REQ !RED. Prioito inspection. fee must be pa'• : t 6300 Southcenter Blvd.. ite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. 1N Retain a copy with permit10) SPECTION RECORD CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proj t: 7-/60 PERMIT NO. r. (206)431-3670 Address: azo 3 5 /32 ZA, Special Instructions: - 1:%,pproved per applicable codes. Type of Inspection: /07/rverf:,92J ' t LJ l/ Date Called: COMMENTS: - Date Wanted: —0 Requester: p.m. Phone No: ,„ -z55 3U7y Corrections required prior to approval. t n ecto EINSPECTION FI 6300 Southcenter IRecei • o.: (Date: REQUIRED. rior to inspection, fee must be lvd., Suite 1 . Call the schedule reinspection. 'Date: 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INS ECTION RECORD Retain a copy with permit PERMIT NO. 124 (206)431-3670 Pr ' ct: Type of In ction: Address: -32v3S'.4Z2-ti Date Called: Special Instructions: Date W nted: - Z- 0 ,"- Requester: Phone No' 7d(, Z 7 4'7y Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspec 0 :. i I REINS}E IO FE paid -t 6300 outhcenter BL d., Suite 100. Ca Date: REQUIRED. Prior j(o inspection, fee mast be the schedule reinspection. Re eip No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit D7- �c�o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - Pr e t:tws: Jo Irrt.A Gof5 Type of In�,pectlon: �; fn _- jl gad as/ Ln ate Called. pecial Instructions: P te'' Date Wanted: / /02 a. Of p.m Requester. PE c Pho_n .. . 425 '&-- 61-544g Approved per applicable codes. ElCorrections required prior to approval. ' COMMENTS: . Y/G 1 t7,( 4 r , ("c,,,,- c c T T.7-7, f 5 -c --v Ci( Cf 'l3 P te'' Y _ 0.. -lift C j/ PE c i-'4- ",5c-7.--- i C . sez„, --n C i /f y/ it el,e-c l( _41 -3293 f c 1 E 7-/— ti 13 s3 a 4 c P'terF 5 -Pi . i,..— f:;zA(/ !47.€ ,- c,1c r ---t_ Inspector: Date: $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: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 07-/10,6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Project: it eGr it(1 - Alt0-1 0t5 Type of Inspection: ST Address: .2/)3 5 /, Art Date Called: Bbl/0/07 Special Instructions: � ( / 5 t `7 / I In( Imo" C 5i6 Q Date Wanted: / �DU�-tp� „/ % Requester el K") y IL)( ( /0) Phone No: -- �o (, - 9-77/ g' .V A, 1)--A-4-4-: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: IL)( ( /0) 1) .`;. .V A, 1)--A-4-4-: , c-- 0-4 ti.. , i ,_ ,, ,,, T 1( (' Tv 5 .0 : S T l,a, ac._ ) Inspector: riJ Date: tq(If�� $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: 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0-4-1100 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Res., oleo lie.) Type of Inspection: /- i z)tVF L. Address: -.)Contact Suite #: Z03 5.133rd LN. Person: 'ie% Special Instructions: Nor►e_ Phone No.: ZO(0-zsS-3Lt3-t-{ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (L F i iv' L- O k_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: g 1-4 Do p Date: z/Z% s Hrs.: �,, i~ \\\1'` $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. V ©v ' / PAGE ' OF DATE 1 -/Z -7/1D X-1.- /�-- 4, BY - T t CHECKED BY PROJECT R'4 rrK.1 SUBJECT I` cW% clicrvr 0DF I2 L. r E r.., . P r. 0 b 81z R-- 4-1-1 7' 4 REVIEWED FOR CODE COMPLIANCE APPROVED V= SEP 2 8 20J 1 B Ci Of Tukwila ILDIN DIVISION CITYOED F'j (ILA MAY:. o2 2007 PERitt4ITCENTER WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 vrrElt. JOB NO. VFw ' \ DATE 7 -7 /0 b BY l'-1 7 PROJECT AL 4. I SUBJECT Pt_ ?AUL Cr or CHECKED BY r3 /6''a. (P 06. r L. 41-° C/ /..Q.��' /J Za LL ; Z 0 61.4 L.. ..c..l.....SC , , • • WANG ENGINEERING, INC. CONSULTING ENGINEERS JOB NO._ �} GI C? (-1 ' ?Alit v . ur DATE S/z d,, /O BY I Th CHECKED BY PROJECT 4L K 1 TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT r� L F It ( : 7 -2.7,s - o,, o .75" b. L (4. X 'f w 4.K 4), - �v s o'o 74 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. V %" / rAl-Th ur DATE Sf I'C 6 B M r LA.\. PROJECT At t- I SUBJECT FC. • CHECKED BY Q z 4 ors t ,w, 1,6 th -r 4.4 X, 7 '1. f/< cAt 6 4 Z.K $ WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO vim" ' FACiI Ur DATE *Z 06 BY ILf 7 c4,3 CHECKED BY PROJECT ALK SUBJECT rt, GAI •� V) 7� ; ► 11' A\ C t2 Wrr (Ix, 1A.) WA•L. �. ox cQ ( IX 4 14 ft 4-4.heri/ — 4_ y P L o 074r • 4L L. x jc- f 4 WANG ENGINEERING, INC. CONSULTING ENGINEERS JOB NO. V. -S/ 1 FACIE (e Of. DATE '1BY /-'1 r()3 CHECKED BY PROJECT TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT r 7, e***.S.,..- • ovL Pt - t (F4 7 P -S ,s1:I 3/, 0 a = p -)e 4 )( 4. c.; d o - 0 1 WinBeam By CAST TIME : 05/29/06 01:07:22 Page: 1 I 1 Proj .: 39th Ave....--S,-Lot--3. (ql� i k / 1 1 TITLE: FB10, D+L+S I ************************************ * SUMMARY OF THE INPUT INFORMATION * TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet Hinged support at X= 0.000 Hinged support at X= 7.250 Hinged support at X= 13.250 * Total number of different materials 1 From X= 0.000 to X= 13.250 E= 2000.000 ksi * Total number of different sections 1 From X= 0.000 to X= 13.250 IX= 250.000 Inch**4 * Note: loading acting directly at support will be ignored. * Total number of concentrated loads 2 Unit Lb Feet At X= 3.250 load P= -1013.000 Moment= 0.000 At X= 10.000 load P= -2876.000 Moment= 0.000 * Total number of distributed loads : 1 Unit lb/ft At X= 0.000 W1= -390.000 At X= 13.250 W2= -390.000 * SUMMARY OF THE RESULTS * LENGTH UNIT Feet ; FORCE UNIT : Lb 1 WinBeam By CAST TIME : 05/29/06 01:07:22 Page: 2 1 1 Proj.: 59th Ave. S. Lot 3 1 1 TITLE: FB10, D+L+S 1 * MAXIMUM VALUES * Max. displacement is 0.00001 at X= 6.625 * Min. displacement is -0.00273 at X= 10.250 * Max.. shear force is 2476.38806 at X= 7.250 * Min. shear force is -3463.14621 at X= 7.250 * Max. moment is 3637.08505 at X= 10.000 * Min. moment is -4411.88014 at X= 7.250 * TOTAL APPLIED LOADS * Total applied concentrated load: -3889.000 Lb • Total applied concentrated moment: 0.000 Lb Feet * Total applied distributed load: -5167.498 Lb * SUPPORT REACTIONS * Reaction at X= * Reaction at X • Reaction at X= 0.000 : Force= 1364.111 Moment - 7.250 : Force= 59394534. Moment= 13.250 : Force=! 1752.853 Moment= (, 4, 6 o k- Virrrrr 0.000 0.000 0.000 1 WinBeam By CAST TIME : 05/29/06 01:10:54 Page: 1 1 I Prop.. 1 TITLE: FB10, D+skip L+S ************************************ * SUMMARY OF THE INPUT INFORMATION * ************************************ TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet Hinged support at )(- Hinged support at X= Hinged support at X= 0.000 7.250 13.250 * Total number of different materials From X= 0.000 to X= 13.250 * Total number of different sections From X= 0.000 to X= 13.250 IX= 1 2000.000 ksi 1 250.000 Inch**4 * Note: loading acting directly at support will be ignored. * Total number of concentrated loads 2 Unit Lb Feet At X= 3.250 load P= -1013.000 Moment= 0.000 At X= 10.000 load P= -2876.000 Moment= 0.000 3Zx91 rsL, * Total number of distributed loads : 2 Unit lb/ft At X= 7.250 W1= -390.000 At X= 13.250 W2= -390.000 At X= 0.000 W1= -98.000 At X= 7.250 W2= -98.000 * SUMMARY OF THE RESULTS * * LENGTH UNIT Feet ; FORCE UNIT : Lb I WinBeam By CAST TIME : 05/29/06 01:10:54 Page: 2 I 1 Prop.: 59th Ave. S. Lot 3 1 I TITLE: FB10, D+skip L+S 1 * MAXIMUM VALUES 1-,cr 017 - Max. displacement is 0.00053 at X= 5.438 Min. displacement is -0.00341 at X= 10.250 * Max. shear force is 1927.81316 at X= Min. shear force is -3288.18589 at X= * Max. moment is 4205.70611 at X= * Min. moment is -3362.I1819 at X= TOTAL APPLIED LOADS 13.250 10.000 7.250 7.250 * Total applied concentrated load: -3889.000 Lb * Total applied concentrated moment: 0.000 Lb Feet * Total applied distributed load: -3050.499 Lb SUPPORT REACTIONS • Reaction at X • Reaction at X= * Reaction at X= 0.000 : Force= 450.406 Moment= 7.250 : Force= 4561.280 Moment= 13.250 : Force= 1927.813 Moment= 0.000 0.000 0.000 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. V GLV / t PAGE ( OF DATE Z 1 /0 b BY / II T L) CHECKED BY PROJECT 41. k 1 SUBJECT (L . 2_ o-gs C. r v/ 6 f� OL. t3X 8 JZ 4gftn. %4 3 J )x d 4?' 4)er • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO.p !J_Lvvf DATE C/^:-1 /U'P BY /' I T CHECKED BY PROJECT AUL! PAGE / " Ur SUBJECT r� L =C. GJ�LC.. / Q X 17 OX g 6..c-°'1 (f XI 0 �7e C, 1 r• %x 1-0 J-4 41 7 �6 VrItSA -,_ .... 0.0 I WinBeam By CAST TIME : 05/29/06 02:38:40 I Pro).. AL../ TITLE: G1, D+L+S *******************************■**** * SUMMARY OF THE INPUT INFORMATION * ************************************ Page: 1 1 1 1 TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet Hinged support at X= Hinged support at X= Hinged support at X= 0.000 9.900 19.800 * Total number of different materials 1 From X= 0.000 to X= 19.800 E= 1800.000 ksi * Total number of different sections 1 From X= 0.000 to X= 19.800 IX= 450.000 Inch**4 * Note: loading acting directly at support will be ignored. * Total number of concentrated loads 2 Unit Lb Feet At X= 2.000 load P= -142.000 Moment= 0.000 At X= 4.000 load P= -3541.000 Moment= 0.000 * Total number of distributed loads : 2 Unit lb/ft At X= 4.000 W1= -135.000 At X= 19.800 W2= -135.000 At X= 4.000 W1= -165.000 At X= 19.800 W2= -165.000 ************************** * SUMMARY OF THE RESULTS * r************************* * LENGTH UNIT Feet ; FORCE UNIT : Lb Bxi2_ 61L. 1 WinBeam By CAST TIME : 05/29/06 02:38:40 Page: 2 1 1 Proj.: 59th Ave. S, Lot 3 I TITLE: G1, D+L+S • MAXIMUM VALUES * Max.. displacement is 0.00119 at X= • Min. displacement is -0.01010 at X= 11.900 4.000 * Max. shear force is 3323.72545 at X= 9.900 • Min. shear force is -2129.2/371 at X= 0.000 * Max.. moment is 8233.09484 at X= 4.000 _ Q� P b * Min. moment is -6155.38687 at X= 9.900• 't' (( TOTAL APPLIED LOADS .4 x' 2 z-4- 1 -V4 * Total applied concentrated load: -3683.000 Lb "� * Total applied concentrated moment: 0.000 Lb Feet /4 C O• . * Total applied distributed load: -4739.998 Lb Pr= * SUPPORT REACTIONS * Reaction at X= Reaction at X= Reaction at X= • 0.000 : Force= 2129.274 Moment= 9.900 : Force= 5430.481 Moment= 19.800 : Force='', 863.243 Moment= 0.000 0.000 0.000 S 4 2,- ss Li) /> Z L f t' x / y ( -c 7 ui / f ) t �, . L.1/4.1 1 WinBeam By CAST TIME : 05/29/06 02:40:29 1 Proj.. 57th Avc. 3, L,t ! "ILK / 1 TITLE: G1, D+skip L+S **********************fir************ * SUMMARY OF THE INPUT INFORMATION * ************************************ Page: 1 I 1 TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet Hinged support at X= Hinged support at X= Hinged support at X= 0.000 9.900 19.800 Total number of different materials 1 From X= 0.000 to X= 19.800 E= 1800.000 ksi * Total number of different sections 1 From X= 0.000 to X= 19.800 IX= 450.000 Inch**4 * Note: loading acting directly at support will be ignored. * Total number of concentrated loads 2 Unit Lb Feet At X= 2.000 load P= -142.000 Moment= 0.000 At X= 4.000 load P= -3541.000 Moment= 0.000 * Total number of distributed loads : 2 Unit lb/ft At X= 4.000 W1= -135.000 At X= 19.800 W2= -135.000 At X= 4.000 W1= -165.000 At X= 9.900 W2= -165.000 ▪ ********************** •SUMMARY OF THE RESULTS * * LENGTH UNIT Feet ; FORCE UNIT : Lb = I WinBeam By CASTTIME 05/29/06 02:40:29 1 Proj.: 59th Ave. S, Lot 3 I TITLE: G1, D+skip L+S * MAXIMUM VALUES * Max. displacement is 0.002x6 at X=" 12.375 • Min. displacement is -0.01110 at X= 4.950 Max. shear force is 3221.63175 at X= 9.900 * Min. shear force is -2231.36741 at X= 0.000 * Max. moment is 8641.46966 at X= * Min. moment is - 44.65924 at X= * TOTAL APPLIED LOADS 4.000 9.900' • Total applied concentrated load: -3683.000 Lb * Total applied concentrated moment: 0.000 Lb Feet * Total applied distributed load: -3106.499 Lb * SUPPORT REACTIONS * Reaction at X= * Reaction at X= • Reaction at X= 0.000 : Force= 2231.367 Moment - 9.900 : Force= 4409.544 Moment= 19.800 : Force= 148.587 Moment= Page: 2 I 1 1 0.000 0.000 0.000 0-1C-_ WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. V BV / / PAGE f_ OF / DATE ( bBY . -- T 1,3 CHECKED BY PROJECT A I SUBJECT L • klA l a 7--S qt r nj Ft - (Jett-, rt.. 4.4 4 r.�l L �,. SFS 1F �{- t 0 4-1 t_,......i� Her i/Q /1 4-1 r > t- 6 7 Soo l • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. " v w- FACib'_ Lir DATE 7' /) J.BY 7 (A CHECKED BY PROJECT At1C 1 SUBJECT rt.-, /L isloam .il.l..Z....X :r- =- 34 r-eei, A 6141± ;`l S. eb- 1. rt (Lk') L1-I,x1oY(P7 x#. ti/ 4 W � I11 r.1. 1 xEU ...4. Io (2 I c_ WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 py JOB NO. SM U 2( / rAcir DATE 5l S5^L /' (7 D BY TL CHECKED BY AOC 1 SUBJECT G74/>kL ,1 1413 **/ 4V 7 tL. WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. /Z1'/&6BY vpv' DATE T PROJECT 4 LK 1 SUBJECT PACih 1 v UN CHECKED BY Fpi Olt A = 0 1 L cJ 4-T 7, .► 0 le 0,20 1, 1 b IY a...R.../ 1•r—/, LC)/ ROW R: (2 1 Es 7 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. Li t)" ' I PAUL: _.4._ UP DATE rh--- / ftABY M T(J3 CHECKED BY PROJECT /41-K-- 1 SUBJECT 5 to, t2 a ) ao44 4). 0. ?Jet? I r-ef e •(‘rV.P (7 tNi 111." ••••••.• E- ta,./ Oil s 1 3 7 14 !Ariz F.L, • it.,:71-11f-k 1-,•; &7%4 J. (A!. rc. E- ••• 44 r7i rro,) WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. V CE.) L 1 / , \ PAUL, I U ur DATE /24 /0 A BY M TO CHECKED BY PROJE 4 k ! SUBJECT Lctf✓a 1 6 i 6 Avz c z It. x 0 4- tit 0 X 6.-Q L.J. �kt4 .. WANG ENGINEERING, INC. CONSULTING ENGINEERS JOB NO. V V v r / DATE S aC1/06BY M 7A PROJECT 4L 1. I PAGE ! -1 OF CHECKED BY TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT t- fi'a1 . Ccvy (it 73..X. teP i V / 4 zf t. G4 3. 173 C C;l COI hGy 1 3.2, VA -t 144x 73 T.: . CS.-.� 2.5 z4/i�=Z4- .t Pi- ( 5, VI"' PC- ii) 1 b.....- -.-127x. 4! IA)" Sp4.b4 4 W t.. zx 67k: --6s"1-7 ...77/ p2 4. 44 w . -2,420„ 41t -2...x ,. = ft 16 7 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO..�y ,U, /(9 O / t PAGE ' (� OF DATE �(v to BY �"1?w CHECKED BY PROJECT At k SUBJECT L Q tei'a 1 S. P('r rz r �J( x 4 f 7,4f .346 /SS: c S/ A 4z, 3 d 0 1 ZZ-x.`"jZ 1 P1 -C /I. Lro 68-6 ST k /It) e 1 z W t �l WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. ' DATE *11-110.6 BY µTL \ CHECKED BY PROJECT ALK SUBJECT 4- .' ?AUC i -1 or t.G. l4,. 6"1/0, .r.cfr rl L c 7 -l-► 4.4- ? 3V) F 1 P ► 40. 1 t., 1 7 sr ©.� 0 r Cle Ack e. L li SHEAR WALL SCHEDULE (NOTES I, 2, & 10) MARK SHEATH'G NAILING (NOTE S 3 & 5) BLK'G OR JOIST TO TOP PLATE (NOTES 4 , 5, & 11) BOT PLATE TO BLK'G OR JOIST (NOTES 5 & I2) ANCHOR BOLTS (TO CONC. FTG..) ALOWBL SHEAR PLF P1-6 3/8" MIN 8d @ 6" OC ol z.,117/1,0 ox 77011ff gLtiego G'F 03o Gam' Fugg wry coo 5/8 " (p@ 4' OC 213 PI -4 3/8" MIN 8d @ 4" OC 5/8 " cP@ 3' OC 312 P I -3 3/8" :MIN 8d @ 3" OC . 5/8 " (P@3'- 4" OC ` 402 (NOTE 7) PI -2 3/8" MIN 8d @ 2" OC 5/8 " N@ 2'- 6"OC 525 (NOTES 7&8) P2-3 3/8" MIN, EACH FACE 8d @ 3" OC 5/8 " m@ 1'- 8" OC 804 960(of Srcj 0 (NOTES 7 & 9) P2-2 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 " @ 1'- 3" OC 1060 (12800N DF SI'C t (NOTES 7 & 9) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d @ 6" (NOTE 3) 197 PLF (CASE 1) 148 PLF (CASES 2-6) UNBLOC- KED 11 19/32" MIN 10d @ 6"_ (NOTES 3 & 8) 234 PLF (CASE 1) 176 PLF (CASES 2-6) UNBLOC- KED 111 15/32" MIN 8d @ 4" (NOTE 3) 295 PLF BLOCKED IV 15/32" MIN 8d @ 2.5" (NOTES 3.7&8) 435 PLF BLOCKED NOTES: 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE -FIR, OR BETTER, @16" OC, U.N.O. AL1. PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTORS. 5. COMMON NAILS. U.N.O. • 6. APPLY TO ALL STUDS. TOP AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS 11. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS@ 12" OC ELSEWHERE) • i i 9 lib ;Z- sq - oaf / . o 1X 7 "L' olX7 /N! 1/ 1 NM a r 41. 1 CO r-, 4 • e --79112"-1-Joists BC (a 16" . C a/ -17 C7/IZ PES TitoF -1a C ', H 15 1-1 '7i -9A0) 0 4- EAMF1AWCA .141. 9-1d O �—I d • a1,1 1 / fi1Qr+1g -�--� -7 i '0'0.91 11 0009108 sls of -I 2/ 1 6 0 ^^ .91y '0 .91 l'<L•1 0006 TH Sl of-I.U16 4.3 • 1Sa °' 1 0 • x 6wuadQyojt 0'0.91 L' 10009108 sls!of-I 2)1 6 c co m 1000910 © �1 ! pj , i 5 —Z"/"L: 1 U �fEir I% o 2,o mo (j � x - © a 4 t, II°' \......,...NL. 1 •/ -Zd E -z c1 7h fa/ -0 O f -=1 )Z '1111 / kj , ' '1) 4 di k % 0 -41 1- v v .t-! 8r.fr - 0 J p., 4 4 ®.-141-410-14• • -13 s Jit Upper FI Framing & Main FI Shear Wall Plan Foundation & Main FI Framing Plan City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 19, 2007 Chad Detwiller 3601 West Marginal Way SW Seattle, WA 98106 RE: CORRECTION LETTER #3 Development Permit Application Number D07-160 Rehabitat Northwest, Lot 5 — 3203 S 132 Ln Dear Mr. Detwiller, 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 Fire and Building 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 through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. Sincerely arshall ician encl File No. D07-160 P:\Pemrit Center\Correction Letters '2007\D07-160 Correction Ltr #3.DOC )on 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: September 19, 2007 PROJECT: Rehabitat NW SFR — Lot 5 PERMIT NO: D07-160 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1. Submit attached Traffic Concurrency Certificate Application for lot 5 including $300 application fee. When you submitted for short plat Traffic Concurrency Certificate Public works by mistake included only 3 lots instead of 4. 2. Public Works will conduct plan review after Planning Department changes are reflected on plan. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS September 14, 2007 Chad Detwiller D07-160 3203 S 132 LN LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. In order to meet the single family design standards the City allowed for a wrap around porch to be installed and windows added on the west elevation. The revised plans provided (received by the City on August 31, 2007) show no windows on the lower elevation. The porch does not meet setbacks. Porches must meet a front setback of 15 feet from the front property line. 08-30-2007 City of Tukwila t' Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director CHAD DETWILLER 3601 WEST MARGINAL WY SW SEATTLE WA 98106 RE: Permit Application No. D07-160 3203 S 132 LN TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 05/02/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 10/29/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 10/29/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Ter Marshall 't Technician Permit File No. D07-160 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 August 31, 2007 Cizy of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director Chad Detwiller 3601 West Marginal Way SW Seattle, WA 98106 RE: CORRECTION LETTER #2 Development Permit Application Number D07-160 Rehabitat Northwest, Lot 5 — 3203 S 132 Ln Dear Mr. Detwiller, 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 Fire and Building 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 through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. Sincerel (t) Bill Rambo Permit Technician encl File No. D07-160 P:\Pemrit Center\Correction Letters \2007\D07-160 Correction Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 29, 2007 PROJECT: Rehabitat NW SFR - Lot 5 PERMIT NO: D07-160 (2nd Review) PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) Public Works will conduct plan review after Planning Department changes are reflected on plan. 2) joanna Comments 2 D07-160 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS July 26, 2007 Chad Detwiller D07-160 3203 S. 132nd Lane LDR The Planning Division of DCD has reviewed the above permit application. The application as cannot be approved. In the correction letter dated, July 20, 2007, the following was noted, "The proposed home does not meet setbacks. The west property line is the front setback. The plans call for a ten foot setback, however the required setback is 20 feet. Please note that the City's design standards require that the front door face the front setback area". The revised plans have located the home so that setbacks are met. However, the front door is facing the north, which is the side setback and is not facing the west (front) setback as required by code and which was noted in the July 20, 2007 letter. June 8, 2007 City of Tukwila Steven M. Mullet, Mayor Fire Department Mr. Chad Detwiller Rehabitat Northwest 3601 W. Marginal Way SW Seattle, WA 98106 RE: 32nd Ave S. Project, Tukwila Dear Chad: Nicholas J. Olivas, Fire Chief I have reviewed your letter faxed on June 8, 2007, and have made the following determination. The new fire hydrant installed will be sufficient for this development in Tight of the Water District #125 issues with installing the fire hydrant on the East side of 32nd Ave S. If you have any further questions please contact me at 206-575-4407. BIC. Don Tomaso Fire Marshal City Of Tukwila dtomaso@ci.tukwila.wa.us RECEIVED CITY OF TtKWItA 'JUN 0 8 20011 RERMJT CENTER Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 X07- 160 May 17, 2007 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director Chad Detwiller 3601 West Marginal Wy SW Seattle WA 98106 RE: Letter of Incomplete Application # 2 Development Permit Application D07-160 Rehabitat Northwest, Lot 5 — 133xx 32 Av S Dear Mr.Detwiller: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 2, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Fire Department: Alan Metzler, at 206 575-4407, if you have any questions concerning the attached comments. 1. Indicate location of nearest fire hydrant on the site plan. The fire hydrant is required to be within 150 feet of all houses by vehicular travel. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Enclosures File: D07-160 P:\Permit Center incomplete Letters \2007\Do7-160 Incomplete Ur #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 May 4, 2007 Ciij' of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chad Detwiller 3601 West Marginal Wy SW Seattle WA 98106 RE: Letter of Incomplete Application # 1 Development Permit Application D07-160 Rehabitat Northwest, Lot 5 — 133xx 32 Av S Dear Mr.Detwiller: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 2, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Fire Department: Alan Metzler, at 206 575-4407, if you have any questions concerning the attached comments. 1. Provide a site plan that encompasses all lots and shows access from public roads and fire hydrant locations. Also provide a water availability statement. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. Revisions must be made in person and will not be accepted throuvh the mail or by a messenffer service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Enclosures File: D07-160 P:Vennifer\Incomplete Letters\2007\D07-160 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Agency Name andAddress RECEIPT 1355 Signature BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees i(117 PROJECT NAME 3P-03 Sl3Zh -T ,"I PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: 4aoo Mobilization Erosion prevention Soo Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements Y. 66b 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 6525e3 l ocaa $250 (1) 5. Enter total excavation volume Enter total fill volume 5-0 cubic yards cubic yards $ a6 O Use the following table to estimate the grading plan review and permit fee. e the- eater of the excavation and fill volumes. 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 1s 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. GRADING Plan Review and Permit Fees (4) $ - 6 — (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ a76.6 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 RECEIVED attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CITY OFTUKWIlA Approved 09.25.02 Last Revised Jan. 2006 MAY 0 2 2007 PERMITCENTER 1 P01 ---1(e0 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001-100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised jan. 2006 2 P.O. tick 9550 TukvliilaA 98166 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OP SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Commercial: $100 121 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: . 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone • Proposed Use: AQ Residential Single Family ❑ Residential Multi -Family ❑ Commercial ❑ Other Ii+a.+ a�— Applicants Name:Chi P ict I er n Phone: (201nc13,,' Property Address or Approximate Location: Tax Lot Number: 1,32...a, 320 3 5'32 t-- r� 152,3041 - °I l b l Legal Description(Attach Map and Legal Description if necessary): RECEIVED L_ oT ' JUL 2 6 2007 TUKWItA • .1 . r - Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing Cs f psize sewer O feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or . ❑ (2) the construction of a collection system on the site; and/or ED ❑ (3) other (describe): C RFCFi" iK WIL • JUL 2 4 2007 2. (Must be completed if 1.b above is checked) 0 a. The sewer system improvement is in conformance with a County approved sewer comprehensive • plan, OR 0 b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a 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 0 b. Annexation or BRB approval will be necessary to provide service. tOC) ""© 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: . GFC: $ gS-0SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, 557 :I6/residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) ECT 10 N CORR b. Easements: 0 Required 121 May be Required • UT R# c. Other:. VOI„, wow Ka 0 hereby certify that t e above sewer agency information is true. This certification shall be valid for one year fro il'ie date of i•: ature. By /t/0 Title Date' `L/d7 CITY OF TIJKWILA Comtnunhy Deae%pment Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED JUL 2 6 2007 TUKWILA PUBLIC WORKS Permit Center/Buil mow Tj67e Public Works Department: 206-433-0179 Planning Division: 206-431-3670 Division: CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: 107-/66 Bite address (attach imp endJegal description showing hydrant location and size of main); _ dress3661 k1. /14 • hone6e) 1J2- 735 This certificate Is for the purposes of: ResidentlaIBuilding Permit ❑ Preliminary Piet ❑ 0 Commerdal Industrial Building Permit 0 Rezone ❑ Estimated number of service connections and water meter size(s): 1 — 4/21' Vehicular distance from nearest hydrant to the closest point of structure is /2.0 ft. Area is served:by (Water Utility District): ii C k�1 �. I z6 P •ne:( ) 4932-7356— This 32-73 i 6 - tzdf Owner/Agent Signature 1. The proposed•project is within 2. ' o Improvements required. 3. .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: i Short Subdivision Other d."-/4 Date (City/County) it) it (use separate sheet if more room la needed) 4. Based upon the Improvements listed above. water can be provided and will be available at the site with a flow of 17 0 St 20 pal residual for a duration of 2 hours ata velocity of, / 4, fps as documented by the attached calculations. Water ailabllity: [ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item 8-2 are met. ❑ System Is not capable of providing service to this project. 5. 1 hereby certify that the above information is true and correct. Kg Co. L.) - -E* 0151'. Agency/Phone Loa. — Zy 2.-95q 7 RECEIVED CITY OF TUKWILA MAY 14 ?M.. PERMITCENTER INCOMPLETE LT R# .__- I 91 By This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." 5— z - 07 0 Date £Exp; res CS-2.-o9� 1;ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-160 DATE: 09-20-07 PROJECT NAME: REHABITAT NW - LOT 5 SITE ADDRESS: 3203 S 132 LN Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Issued DEPARTMENTS: Si"? gDiINon Buil Fire Prevention ❑ P nl Division Z� P !Works ftUStructural ❑ Permit Coordinator D TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-25-07 Complete Incomplete Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: l DUE DATE: 10-23-07 Approved ❑ Approved with Conditions U Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-160 DATE: 08-31-07 PROJECT NAME: REHABITAT NW - LOT 5 SITE ADDRESS: 3203 S 132 LN Original Plan Submittal X Response to Correction Letter # 2 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division ❑ Pu • li Woks Structural �nl,ko-oi Fire Prevention d'd a-� ► Planning Division Permit Coordinator X DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-06-07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [k( Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 10-04-07 Permit Center Use Only ,p� CORRECTION LETTER MAILED: ! I (1't to Departments issued corrections: Bldg 0 Fire 0 Ping PW Staff Initials: Documents/routing slip.doc 2-28-02 '*—,HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-160 DATE: 07-24-07 PROJECT NAME: REHABITAT NORTHWEST, LOT 5 SITE ADDRESS: 3203 S 132 LN Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention etvimAfkl4f3-2441 Public Works r Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ �11i1 it Planning Division it Permit Coordinator E DUE DATE: 07-26-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Approved with Conditions LI DUE DATE: 08-23-07 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: S —'?"' Departments issued corrections: Bldg 0 Fire 0 Ping Nit' PW Staff Initials: — Y ec Documents/routing slip.doc 2-28-02 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-160 DATE: 06-0$-07 PROJECT NAME: REHABITAT NW LOT 5 SITE ADDRESS: 2(/") (At Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # _ Revision # After Permit Issued DEPARTMENTS: B i r ng 14ivision Pu•li Works �t + (YLP/VL1`(44ci do Fire Prevention Structural El Planning Division Permit Coordinator it7 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 06-12-07 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 LETTER OF COMPLETENESS MAILED: Ping 0 PW 0 Staff Initials:_ TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-10-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: —i J 0 7 Departments issued corrections: Bldg 0 Fire 0 Ping TEL PW' Staff Initials: Documents/routing siip.doc 2-28-02 .PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-160 DATE: 05-14-07 PROJECT NAME: REHABITAT NORTHWEST, LOT 5 SITE ADDRESS: 133XX 32 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works [gl ilia 5'16cl Fire Prevention Planning Division s( Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete U Comments: DUE DATE: 05-15-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 111A LETTER OF COMPLETENESS MAILED: N_ - Departments determined incomplete: Bldg ❑ Fire Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-12-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPYa" PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-160 DATE: 05-02-07 PROJECT NAME: REHABITAT NORTHWEST, LOT 5 SITE ADDRESS: 133XX 32 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works 5 (( ',41 5-3-0 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: DUE DATE: 05-03-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: tsioitn- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 FireV Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-31-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila Steven M Mullet, Mayor 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.tukivila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: AD 7- /4.0 ❑ Response to Incomplete Letter # Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 3 g0,3 5LT,P. Project Address: 3'DZ a 5513.7.4-4- 772: 96%% Contact Person: 14te/ i•�lr• / > Phone Number: _620 6) 7‘3.2 -7.3576 - Summary -7sSSSummary of Revision: 4citilfr<cd 4 s, e e I 41c tr.-4ex,wtPol dr 0.1 o A3 a4/ic tte. Ata Pico r- l4 l4 .ti , C circ -A se.'4 .cis 4150 et -1 1i 1 62--) 0 P -Cl•-oaf` e/4a, AA_a6i �'��ar-- N�� _ fsc r— �,) 0`rv�- Cpto. n. eds. Qisc sa4,4 N..`C`-Im.!t4k &Pa acre *lel "Car Lk fsr4r. 144' 54Ze4")44e.... r, D CITY OF TUKWILA SEP 20 20011 ?f t9Pv` i i C,E TER Sheet Number(s): ,4 1 t 131 A "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: City of Tukwila Steven M Mullet, Mayor 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 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: $1,28/07 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: b 0 7 - 1( Project Name: 13332 - cc4 S C/4;1130q-9iot -, ) Project Address: 32,05- Contact 20$Contact Person: ehj At v)1(cf-- Phone Number: ( k) 9.12- 73SS� Summary of Revision: / Rev:scd S.�'eQ[.,� CIi 'rI)/Fo�,►.30i ;01.4 P UCA 1)/61eva (A3)1itl..,' j moor Pl4� (As.) o ; Lck Co✓c.rco1 1 -j-L �I.,,.,11,v� Q�� o� 7.4Yo7• A15o, ?'u4/,'4. tie] TILS iat4rlc -tc? V. lcvis.e125 /Dc/— RECEIVED crr' OF TUKWILA AUG 31 70071 SEWER Sheet Number(s): A1, A ;,Atli AS- "Cloud" SS"Cloud" or highlight all areas of revision including date o rev' ion c Received at the City of Tukwila Permit Center by: erEntered in Permits Plus on & 3 (-0 7 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Steven M Mullet, Mayor 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 Steve Lancaster, Director Revision submittals mist be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 7410 7 Plan Check/Permit Number: ISM - /66 Response to Incomplete Letter # Response to Correction Letter # j Revision # after Permit is Issued LI Revision requested by a City Building Inspector or Plans Examiner plrbjtct Namet /33xsc .32'-91 ee 4- $ LI Proja3ct Address:_3323 S 3V -#3.11.6..)e T w t. L),4 '1v Contact Person: . Phone Number: (4/4 4JZ-73c/ Summary of Revision: /' t tavis.mNsn lad r- P13 c...o()srr, ,t"ra_ esa.+.:`f+rd/ O a fs8.4 cr- ft -b; Lf. N rQv Stn% TroN4 ',-5,c iAe- P NN RECEIVED CITYOPTUKW'1A {JUL 24 2001 PERMIT CENTER Sheet Number(s): A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 454— Entered in Permits Plus on -1 -°.1-1(`O 1 pp !cations ones -applications on Iine\revision submitta Created: 8-13-2004 Revised: 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: 7 Plan Check/Permit Number: NY -7 - /6o • Response to Incomplete Letter # ,2 ❑ Response to Correction Letter 11 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 3a'S- 5/3? 'to,. J, - 9ft? Project Address: 3X)f 513244 /k ham; fa WA 48// 1 -1. 3 Contact Person: G 2 'tkt,//•r,- Phone Number: Ga4, 93,7-- 73S'S Summary of Revision: 6-6_4►,, ?'rte exceto4c,j per Rl J1/ I>z Zoce • CITY OF TUKWt1A JUN 08 2007i oFp3417- 0.1 Sheet Number(s): "Cloud" or highlight all areas of revision including date ofrevisio Received at the City of Tukwila Permit Center by: (.t Entered in Permits Plus on `applicatioas\fonns-applications on linekevision submittal Created: 8-13-2004 Revised: City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax 206-431-3665 Web site: littp://www.cLtukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the malt, fax, etc. Date: AI Plan Check/Permit Number: —Jho fig 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: 320.: e_ L-04- Project -4 Project Address: , c,t. 6,t3 Lo/ 5 -- Contact Contact Person: ZcI4/ )4/P Phone Number: J 93a — Summary of Revision: 6.? 60, ,/ oll )Qr6i-- Q - Ya ;LA r4 CCPAi 1..11&6 A3 St Yip A1S pet-- 1 M Z %.r RECEIVED env OF 1bKwiLA MAY 14 Mit PERMIT CE VTE- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: h� Entered in Permits Plus on 051/`107 a ppliationsWorms-applications on une revision submittal Created: 1-13-2004 Revised: 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. License Information License REHABNI973KZ Licensee Name REHABITAT NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602241649 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 3601 W MARGINAL WAY SW Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2069327355 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/9/2003 Expiration Date 5/24/2009 Suspend Date Separation Date Parent Company Previous License REHABN*016MA Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DETWILLER, STEVE PRESIDENT 05/09/2003 Bond Amount FROST, PHILLIP TREASURER 05/09/2003 919249 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CAPITOL INDEMNITY CORP 919249 03/07/2006 Until Cancelled $12,000.00 03/14/2006 https://fortress.wa.gov/lni/bbip/printer.aspx?License=REHABNI973KZ 10/01/2007 Project Information: Project Address: 13330 South 32nd Ave Tukwila, WA Tax Parcel: 1523049101 Project Number: Project Owner: Contact Person: Rehabitat Northwest, Inc. 3601 W Marginal Way SW Seattle, WA 98106 Chad Detwiller Office: (206) 932-7355 Fax: (206) 933-7355 Direct: (206) 255-3474 Lot S.F.: 51,836 sf -1-Existing Property Stake -_ Proposed Property Stake Proposed Street Lamp PostM N Cr) rn 0 0 0 Private Driveway For Ingress/Egress (Proposed) NOTE: Separate Parcel 62'-1 3/16" 9 N Lot 1 6,516 SF 90.038;_6" I 1 Gravel b Parking cfl Stalls - r' Qty: 1 L 4'-0" 7940500010 13322 32nd Ave S Dryden, Kevin Gravel Parking Stalls Qty: 2 32'-0" 371-0" 41'-0" 76'-9 1/16" N C1] N 0 CV Existing Residence 13330 32nd Ave South 10'-0" S 89°54'27" E 278.3' 20'-0" - 14'-10 13/16" L) 0 w 0 z cn 0 r-- co `co 76.817' N 118.007' 20'-0" b 0 N 0 38'-0" Lot 2 6,524 SF (n 31-0' , cn a; Proposed 3 -Bedroom Residence 1,750 SF Footprint Kingston II Model 13332 32nd Ave South \ 3'-0" 76.845' C bo o CO 7'- 15'-10" 1/4", • 41.197' 1 3'-0 r 0 0 19'-3" 31.867' 1523049074 3223 S 133rd St Duhra, Autar Singh 20'-0" 0 0 Proposed 3 -Bedroom Residence 1,440 SF Footprint Bainbridge Model 3201 S132nd Lane co 9 1523049304 3231 S 133rd St Vilai, Vaek 9 0 0 0 0-11-4 80 Lot 4 8,478 SF 15'-9 21/327___, 266' 76'-4 7/8" <I in 71:1- 111-9" ca 3'-0" Proposed 3 -Bedroom Residence 1,826 SF Kingston II Model 3205 S132nd Lane 54'-6" 0 co cr) 11'-0" 9 (0 140.812' • 4'-0" Covered Porch 13'-0" 73'-1 1/2" 20'-0" c0 0) N 23.155' N 89°54'26" W 100.00' 1523049139 13348 S 32nd Ave Gordon, Betty Ann 0 w 0 Lot 3 6,548 SF 49.995' 1523049134 3214 S 135th St Roan, John Proposed 3 -Bedroom Residence 1,780 SF Footprint Alki Model 3203 S132nd Lane • cD M CO Cr) 8'-5 23/32" 07%.4 N 89°54'27" W 179.74' 15230491989 3224 S 135th St Gross, Dustin 129.744' CJ 20'-0" Enhanced Wetland Buffer REVISIONS No changes shall be made to the scone of work without prior approval of Tukwila Building Division. and may include additional plan review fees. i NOTE: Revisions will require a new plan submitt 40'-6" FILE COPY Permit No. .20.1 A n an review rproval is subject to errors and amiss, Approv:.l cr' c:nr.tnIction documents does not authorl>a the viof:.'c-1 c? t_ -'j eccep ed code or ordinariCc. Receipt of appro.:: J r: •.] c7. - .d conditions w ccknot Wedged: E7 Date: %/ City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: piffebhanical Ulni]ng r 817119 City of Tukwila BUILDING DIVISION CORRECTION Lot 5 13,785 SF 1523049298 Kirkland, William OO7UpO 1523049086 3233 S 133rd St Mullet, Steven 11 0 rn 3 co 00 fl) 0 U m CODE:7:7: c J eL 0 E W 0) 0) W N 0 co E 0 Q. RECEIVED RECEIVED AUG 3 1 02007 PERMIT CEN I Eri 1523049093 3236 S 135th St Kirkland, William DATE: August 28, 2007 DRAWING# 2004-014 SCALE: 1" = 10' DRAWN BY: CSD APPROVED Project Information: Project Address: 3203 S132nd Lane - Lot 4 Tukwila, WA Tax Parcel: 152304-9101 Project Owner: Rehabitat Northwest, Inc. 3601 West Marginal Way SW Seattle, WA 98106 Contact Person: Chad Detwiller Office: (206) 932-7355 Fax: (206) 933-7355 Direct: (425) 829-5298 Lot S.F.: 13,785 SF Lot Calculations: Lot Area: 13,785 SF Total Footprint of Dwelling: 1,735 SF Total Lot Coverage: 12.6% Total Area of All Decks: 174 SF Legend ® DS Stockpile with Clear Plastic Cover Filter Fence for TESC Downspout Location Slope Direction 1" Poly Water Service - Connect to Meter @ 32nd Ave Gas - 1" Sched 40 -Yellow -To be Designed by Others Underground Electric - c co E a) E. 0 I o w waw ce 1)4C0 don S fe,e-t s r e.;re ri, 5/ .9ce. ¢ , 1qr-e-c fie. c c)a ier 1(5 CC 0 • 0 11.883' 6" Storm Service- SDCO #6 RIM = 309.00 IE = 305.50 1 a ,- Side Sewer Proposed Concrete Driveway Storm Service - Connect to On -Site Detention System Filter Fence 15'_0" for Temporary Erosion & Sediment Control • V 20'-0" 3'-0" 3'-0 Min Min 0 20'-0" Garage FF = 312.00 4'-0" r 4 DS Covered Porch 5' House Top of Foundation = 313,0 40'-0" 0 (D DS Proposed 3 -Bedroom Residence 1 1,765 SF Footprint 1 Alki Model 1 3203 S132nd Lane eDS 13'-10 3/4' c1, - b Storm/Swale Easement .24 T O • SP CFC — obs m c J -0 Q 69'-3 15/16" 40'-6" Lot 5 13,785 SF a ENNc.:D t --OR CODE COMPaNtiCE APPR,.)0,3VE:ci SE? These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: .9(240(07 BY: JJS Dol- 1(00 CORREC710N SEP 2 0 2007 DATE: September 20, 2007 DRAWING# 2006-005 SCALE: '1"='10' DRAWN BY: CSD APPROVED 10 10 r" N Cr) —0 0) p co 2 N c a) a) a-0 ci N Ed co la u) C6 Co - Q N Lt Cr) GENERAL CODE ALL REQUIREMENTS OF THE 2003 INTERNATIONAL RESIDENTIAL CODE 3rd EDITION, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING CONSTRUCTION TYPE: VN SEISMIC ZONE: OCCUPANCY GROUP: R-3 WIND SPEED: FIRE ZONE: 3 EXPOSURE CATEGORY: 2 85 MPH D CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. SITE WORK GENERAL UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'-6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL CLASS AND USE F'C A. FOOTINGS B. SLABS ON GRADE MINIMUM SLUMP SACKS/C.Y. 1. AIR ENTRAINING AGENT (3% TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES (4 OZ. PER 100# OF CEMENT ) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 4. WATER TO CEMENT RATIO PER INTERNATIONAL BUILDING CODE. REINFORCING STEEL ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCE APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING STEEL 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER 1-1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER CARPENTRY GENERAL ALL FRAMING SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH LUMBER STRENGTH (UNITS IN PSI) STUDS STUDS FV HEM -FIR #3 75 STUD GRADE 75 JOISTS & RAFTERS HEM -FIR #2 (2X10) 75 1075 HEM -FIR #2 (2X10) 75 980 BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 95 960 6" NOMINAL DOUG -FIR #1 85 1,350 GLUE LAMINATED TIMBERS❑ DOUG -FIR LARCHE (24F -V4) 165 2,400 STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER 285 2,600 PARALLEL STRAND LUMBER 290 2,900 FB 500 675 LOADING❑ ❑ ❑ ❑ ❑ ROOF 15 PSF DEAD LOAD FLOOR 10 PSF DEAD LOAD CEILING 5 PSF DEAD LOAD DECK 5 PSF DEAD LOAD INTERIOR PARTITION EXTERIOR PARTITION E 1,200,000 1,200,000 1,300,000 1,300,000 1,600,000 1,600,000 1,800,000 1,800,000 2,000,000 + 25 PSF LIVE LOAD = + 40 PSF LIVE LOAD = + 10 PSF LIVE LOAD = + 60 PSF LIVE LOAD = 40 PSF 50 PSF 15 PSF 65 PSF 7 PSF 10 PSF WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 3"X3"X1/4" PLATE WASHERS @ 4'-0" ON CENTER UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE h/2" CDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/" CDX TONGUE AND GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 10D @ 6" O.C. @ EDGES AND 12" O.C. INFIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (O.S.B.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCTS STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR ( COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD 35 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 PSF OF TRIBUTARY WIDTH TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD FIREPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM MECHANICAL CODE. GLUE LINER MINIMUM, 5/8" FIRE CLAY (OR EQUIVALENT) PER IBC. FLUE AREA PER IBC. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR ICBO SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OF AND 12" (MIN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN 1-1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX). R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THOUGH WALLS , FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE -RATED" AND MUST MEET THE ABOVE REQUIREMENT ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER STRIPPED, CAULKED AND MADE TIGHTLY FITTING PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3 VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.C. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16". A GROUND COVER OF 6 MIL (0.006") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER HT GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2004 WASINGTON STATE ENERGY CODE (W.S.E.C.) - TABLE 6-1 PRESCRIPTIVE REQUIREMENTS0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 OPTION 10 GLAZING AREA: OF FLOOR GLAZ ING U -FACTOR 9 DOOR U -FACTOR 2 CEILING 3 VAULTED CEILING 12 WALL ABOVE GRADE 4 WALL- INT. BELOW GRADE 4 WALL- EXT. BELOW GRADE 5 FLOOR 6 SLAB ON GRADE VERTICAL OVERHEAD I. 12% 0.35 0.58 0.20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 IV. UNLIMITED GROUP R-3 OCCUPANCY ONLY 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 0. NOMINAL R -VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.C. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCE FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R-10, OR ON THE INTERIOR TO THE SAME LEVEL A WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERE'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.C. 7. NOT USED IN CLIMATE ZONE 1 8. NOT USED IN CLIMATE ZONE 1 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U -FACTORS FROM TABLE 10-6C OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U -FACTOR OF U=0.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAVE U -FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7-1/2" STEP TO A MINIMUM 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6-1 UNLESS NOTED OTHERWISE ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER-STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: 1. MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODEL NUMBERS. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIONAL BUILDING CODE. 1. INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN AND 24" RADIUS ARC OF EITHER VERTICAL EDGE OF DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEET THAT IS LESS THAN 18" ABOVE FINISHED FLOOR. 6. GLAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE GLAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS I5 NOT MORE THAN 12'-0" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16". MECHANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A HEIGHT OF 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: LITHE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN GARAGE AND WHICH GENERATE A FLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM MECHANICAL CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2'-0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-O" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10'-0" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECHANICAL CODE. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.S.E.C. HVAC EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD INTEGRATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FROM THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. 1. SOURCE SPECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REQUIREMENTS: 1. BATHROOMS, LAUNDRIES, AND POWDER ROOMS -- 50 CFM @ 0.25" WG. 2. KITCHENS -100 CFM @ 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 CFM @ 0.10" W.G. (MIN) WHEN USED FOR EXHAUST FAN REQUIREMENTS. B. EXHAUST DUCT REQUIREMENTS: 1. BE INSULATED TO R-4 (MIN) IN UNCONDITIONED SPACES. 2. BE EQUIPPED WITH A BACK DRAFT DAMPER 3. TERMINATE OUTSIDE THE BUILDING. 4. COMPLY WITH TABLE 3-3 ON THIS SHEET AND SECTION 303.3.4. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 3-5 ON THIS SHEET. B. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO R-4 (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: 1. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6, ATTICS, CRAWL SPACES OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3-2 ON THIS SHEET, OR B. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.70" WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24-HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". NOTE: KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3-2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (1/2") ABOVE THE FINISHED FLOOR. TABLE 3-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) FLOOR AREA, FT2 2 OR LESS 3 4 5 6 7 8 25'-0" MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501-1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 * FOR RESIDENCES THAT EXEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDIONAL 15CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. TABLE 3-3 PRESCRIPTIVE EXHAUST DUCT SIZING FAN TESTED CFM 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMTER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 2 50 4 INCH 25'-0" 4 INCH 70'-0" 3 r 50 5 INCH 90'-0" 5 INCH 100'-0" 3 1 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 N/A 4 INCH 20'-0" 3 80 5 INCH 15'-0" 5 INCH 100'-0" 3 80 6 INCH 90'-0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50'-0° 3 100 6 INCH 45'-0" 6 INCH NO LIMIT 3 125 6 INCH 15'-0" 6 INCH NO LIMIT 3 125 7 INCH 70'-0" 7 INCH NO LIMITS 3 NOTE: 1, FOR EACH ADDITONAL ELBOW SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMTER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3-6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING SUPPLY FAN TESTED CFM AT 0.4" WG SPECIFIED VOLUME FROM TABLE 3-2 MIN SMOOTH DUCT DIAMETER MIN FLEXIBLE DUCT DIAMETER 50-90 CFM 4 INCH 5 INCH 90-150 CFM 5 INCH 6 INCH 150-250 CFM 6 INCH 7 INCH 250-400 CFM 9 INCH 11 INCH NOTE: 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER 1 INCH 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMTER 1 INCH RVIENNED FOR CODE COMP‘..1PNCE- APP `?8 1 01 DUCTWORK DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFORM MECHANICAL CODE. RECTANGULAR; FLAT, OVEAL AND ROUND DUCT JOINTS AND SEAM SHALL BE AIRTIGHT PER THE UNIFORM MEECHANICAL CODE. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM MEECHANICAL CODE. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE. RECEIVED CITY OFTUKWIIA MAY 02 7007 FERMTCENTER N DATE: April 19, 2007 w w DRAWING# 2006-007 SCALE: 114" = 1' DRAWN BY: CSD APPROVED 00 co cr)in 1.17) m!:. 1 = N �-- CO C N -0 N U c LO -')1 a) N C) 0 Z 1-5 2 ic31 _c 03) co CD N 0 co a) cD C) 0 co 0 0) Co 0 6x12 .TI Board & Batten @ Gables -Front Only - 8" Hardie Plank on Front Only 6x12 2x6 Above 5/4" x 4" Sides and Below Typ @ All Front Openings O 6x12 r 0 12 12 2x6 1 - - Final Grade 7 2x2 Nardi Panel — 2x6y�Angle- ` ),i/ dut 5/4" x 4" unit.. 17 L ._ -5/4" x 4" -- Wrapped Posts w/ ardi-Plank offit Above _ T 6x12 _l West Elevation T No - 6x12 1x8 Band Board T-111 Siding @ Side & Rear Elevations Final - Grade - c) 1 0 6x12 1 Z East Elevation L 0 CD N — ti — \-_ 0 co b co 0) 0 cv) N —^ 0 — to — — cv) 9 ao a 0) 5- 0 6x12 6x12 12 6 2x8 Band Board - ___ -17 -�- Final Grade T EI 6x12 T 1 1 North Elevation Dr--ibto REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2g 2501 City Tukwila BUILDING DIVI ION 6x12 6x12 Final Grade 1 A South Elevation 9 co 9 a) (9 ch -- CV r` ti 0 c 0 __ — a a5 — \ — cQ Co SEP 4 U L uU c 4 M U6''i DATE: September 20, 2007 0 w rn w ce DRAWING# 2004-008 SCALE: 914" = DRAWN BY: CSD APPROVED 1 c a J a) .o r r� • 0 Z (1)-1--� . _ L c0 �0 W ) (13ct o 9 O N 20'-0" 40'-0" 20'-0" O I 0 (9 9 1 0 I : • 0 _1 co p ti 7'-0" 7 4" Poured Concrete Slab Above 2% Slope 6'-8" 0 N 0 9 to • frcl .o co .42 r.— V o 0 Co 1 0 C. . 5' —5" 0 2 H 9 1/2" I -Joists @ 16" O.C. 12'-0" 9 1/2" I -Joists @16"O.C. 1- 9'-8" d D = 1 0 c 7, 4° - n d =d 9 112" I -Joists @ 16" O.C. L r 7 7'-6" 27'-2" 14'-2" +_ d 9 1/2" I -Joists @ 16" O.C. 7 CO 0 .5 0 CV ' �G P h�F^`At " 9 1/2" I -Joists @ 16" O.C. 11'-6" 0 9 1/2" 1 -Joists @16"O.C. 0 1- U) •77 C N N • N• o 1 ' v 1 v 40'-0" co Holddown Schedule STHD14 - 5 • HDQ8-SDS3 - 4 7/8" Stab Bolts - 4 PB4x4-2 Foundation Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Footings to have a minimum depth of 18" Below Final Grade. 3. Step Foundations per Site Conditions. 4. All Concrete Footings to Rest on Firm Moistured Earth with Minimum 2,000 psf bearins pressure (refer to Soils Report when Required). 5. All Wood in Contact with Concrete or Masonary or Expose to Earth or Weather to be Pressured Treated. 6, Verify All Demensions and Field Conditions. 7. Provide Temporary Bracing as Required. Until all Permanent Connections and Stiffenings have been installed. 8. Provide 15" x 7" Foundation Vents with 1/4" Corrosion Resistant Wire Mesh as Required per Code. 9. Crawl space to be a minimum of 18" Below Floor Joist and 12" Below Beams or Girders with min. 6 mil Black Vapor Barrier Gound Cover Lapped 12" at seams and extended to Foundation Wall at Sill Plate, typical. 10. All Beams to be 4 x 10 (see Notes Sheet for Lumber Strength Values. Unless Noted Otherwise. 11. All Posts to be 4 x 4 (4 x 6 at Beam Splices) Typical UNO. 12. All Isolated Spread Footings to be 18" x 18" x 6" Thick with (2) #4 Bars at Bottom each Way. Typical UNO. Stick -Frame 2x6 a7 24" O.C. (This Roof Only) /7 Roof Ventilation Schedule: Roof Area: Main Floor: 497 SF Upper Floor: 1697 SF Total SF: 2194 SF Pre -Engineered Trusses 24" O.C. Typ UNO 7\ Ventilation Required: 2194 SF /300 * 144 SI per SF = 1053.12 SI Provide 1/2 Ventilation @ Eaves and 1/2 @ 12" Below Ridge Birdblocking @ Eaves: Net Ventilation Per LF: 3.5 SI/LF - 25% Reduction = 2.63 SI/LF Ventilation Required: 1053.12/ 2/ 2.63 SI/LF = 201 LF 7" x 7" Attic Roof Jacks: Net Ventilation Per Jack: 49.00 SI/LF - 25% Reduction = 36.75 SI Each Ventilation Required: 1053.12/ 2/ 36.75 Each = 15 Jacks VIEWEDFOR O �E DE APPROVED SEP 2 8 2001 City Of Tukwila BUILDING DIVISION Ili RECEW & .f. AUG 31 Z007 PERMIT CEN1 b - Q DATE: August 27, 2007 ❑ w DRAWING# 2004-008 SCALE: 1/4" = 1' DRAWN BY: CSD APPROVED ,_itt ■ rrw� Q) -o c � N CO M ,— co N C) N C) a 1 p r N c Q r, _c � o r� � w— La o Z rte^ #—� VJ w rrr� L co Co 0 cf) • cz 5'-0" 20'-O" 40'-0" 20'-O" 3'-311 4'-8" 7'-1" 2'-4" / 2'-0" 2'-9" 5'-0" 10'-9 3/4" _�_... 91-2 1/4" 91-511 a an Heade 1 -IF m TI 11 0 CD U for 0 U D" 4'-6 1 7'-0" To let W . ste fC 6'- T/2" �I '.9 x 9 1 X 0 I cr) 31-0" x 4'-6" LIVING ROOM - - Arch Opening 0 M DINING ROOM 31-0" x 4'-6" l� 'IL] ti 3'-011 FOYER 4x12 Header 4x12 Header b 31-8 3/4" 5 1/4" x 9 1/2" PSL O I r 0 ma) 0 > 2 0 Q 2'8"� } '-2 1/2" 9 Eo .,,L 4'-0" x 3'-6" 10'-0" 2 CAR GARAGE 3 1/8" x 12" GLB (Flush) Secure WH w/ 24 -Gauge Strap to Wall 2' 111 I (0 I I .�7 I 41-5" 'I I N 3'-4 1/2" Allow for 30"xl 8" Crawl Space Access ' DEN 2'-5 1/2" ANTRY 4'-1" Island CV M a) 0 Direct Vent Gas F.P. FAMILY ROOM 2'-1 1/2" 1- - 6'-0" NOOK - oo a) 6'-0" 3'-0" x 4'-6" 4'-10 1/2" 3'-3" 41-4 1/2" 14'-3" 31-0" x 3'-O" 11'-4" j 4'-0" x 4'-6" =11- 6'-3 1 6'-3 1/2" 40'-0" C7) U x 9 r 3'-O" x 4'-6" C) N co N 0 0 co CV C) LC) U'74b0 Area Summary Basement Floor: N/A Main Floor Plan: 1,280 sf Upper Floor Plan: 1,464 sf Total Area: 2,744 sf Garage: 455 sf Decks: 133 sf co 3'-11" 5'-6" 4'-6" 40'-0" 51-6112'-711 18'_0" 2'-0" 2'-9" 2'-9" 3'-0" x 3'-6" 12'-6 1/2" BONUS ROOM (VAULTED) - 9) 4'-O" x 4'-6" 0 O co 2-9" _. ,i. 31-0" x 31-6" 16'-0" 10'-3" 5'-9" -7/ / BEDROOM #4 (FLAT) LOFT (FLAT) 9'-9 1/2" 5'-O" BEDROOM #3 0'^XM I _ ' ` "--.6" 2'-011 41-711 I CV /r -z-3--1/ I ► r ` tD 2'-O" x 21-0" 2' -6" 0 3'-1" WALK-IN CLOSET p 51-011 BATHROOM "6b OPEN TO BELOW 3'-6 1/2" Cr) 1 N 6'-5" -/ 5'-0" con MASTER BEDROOM (VAULTED) = N c� 1 14'-1" C) 2'-6"' If urnac Platfo CQ ❑ CV CO J r 1 N 21411 5'-0" BEDROOM #2 N 11'-8 1/2" LAUNDR ROOM 5'-1" 5 1/2" 61" WALK-IN a CLOSET 0 2'-4" MASTER -6 1/2" BATHROOM N Half Wall 0 C? 101-11" 13'-0" 2'-1" 7'-4" 4'-0" x 4'-6" 141-4 1/2" 71-0 1/2" -/ 40'-0" 6'-10" 12'-4" 4'-0" x 3'-6" Note: Obs 2'-6" 3'-0" / Safety Glass / Main Floor Framing Notes: 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this Floor UNO. 4. All Exterior Walls to be 2x6 w/ R-21 insulation UNO. 5. All Frame Nailing to satisfy IBC Block all Plywood edges and nail with 10D at 6' O.C. Typical all Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 8'1" this Floor UNO. 9. Firebiocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" G.W.B. 11. -� Denotes Solid Bearing under Concentrated Loads, Use (2) 2x4 at 4' Walls UNO. 12. Finish all Ceilings with 1/2" G.W.B. UNO. 13. At Garage use 5/8" Type "X" G.W.B. at all Common Living Walls and Ceilings, wrap all Posts and Beams. 14. Provide 26 -Gauge Galvanized Sheet Metal Flashing above Windows and Doors. (Typ) Lap Building Paper over. 15. Hold Siding 6" Above Final Grade. 16 Fasten Muti-Lam 2x Beams per IBC. 17. Upper Floor Framing to be 9 1/2" I -Joist at 16" O.C. typical UNO Plan shows direction. 18. Ceiling Joists to be 2x6 at 24" O.C. typical UNO Plan shows Joist Direction. 19. All voids to be Fire/Draft Blocked per IBC. 20. Install Water Heater per 1987 NAECA. See Sheet 1 Project from Impact per 1994 U.M.C. 21. Furnace to be placed 18" Abv. floor on 1 hour furnace platform w/ (2) 3/4" layers Plywood. Protect from impact per 1994 U.M.C. 22. Door between House and Garage to be 20 min rated, Solid core tight fitting with Self Closure. REVIEWED FOR C.DE COMPLIANCE APPROVED SEP 2 8 2001 City Of Tukwila UILDING DIVItT.(f `! 23. Install Zero clr. frpl. pewr terms of Lists and Manufacturer's specs per IBC. 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. Denotes Bearing Point and Hold Down Location. SEP 2.0 2007 CENTER Lid DATE: September 20, 2007 w w DRAWING# 2004-008 SCALE: 1/4" = 1' DRAWN BY: CSD APPROVED L ■ A5. - J -ty; g a) .c > .- o zuw) �--+ 2. . rte 2 co co v W co 0 co "L- 0 0 a as 0 Q Composite Shingles over 15# Building Felt over 7/16" OSB plywood over Pre -Engineered Trusses @ 24" O.C. (Typ) R-38 Insulation-\\ 00 r PN Flooring per Plan over 3/4" OSB over 9 1/4" BCI Joists @ 16" O.C. over 5/8" GWB Typ UNO 0 0 I'`it� ( )( J(i( i 7r L -7-17t)-( )� )i e p6 .'2 '.h a ee • 4V • •.Q ^.'4 i'7' PJ 7 ea 7tl T. 00 tl tl 00 00 tl tl 7 -. . c -�tl. '-�, d °, !---`•:', �. a• 0 -. v• - c v z.2,,,6,-.„i>,_ V 'n. a. r 1 v ' '- C ., .7° °• •e a V a ea'E„-.;,..,;''',,I.,:'!"-::..; ', v .,g- n a n .-p e C° -7,,,1".;''''‘: G� G L.,,°-:,:7v.pV c 4 ? pv - • • A n ' d. ' Q .- • . �° '1 " • C '• ', a1 V ° 4 _ _ p ^ v n .a •v '' - 7" ',•,.- o cva -iv..`.d 1 .v�- ` u N. Cn.d,� 'd1 v-- `� O J a - ry' °C �' G .e]d ! `•r1�P.e vn' n4ry•- V •h d ., c•4 i ,5 - •v d , a • P ,, d - •c� -� .•. „•.,,c.;,•;‘),..6; �• p0 c 6 V ry r� np rs° e V 7 -' d e • °` spa . vev �.. • °v a �V• 0�+ va• ` Cao- ... V1pQ -e <, J. )(711 Exterior Per Elevation over Vapor Barrier over 7/16" OSB Plywood over R-21 Batt Insulation over 2x6 Studs @ 16" O.C. over 1/2" GWB Typ @ Ext Walls TITHThIk=111 1I I k e \fIFf11\11171 Tt 1,117=1111.:-1 I l k-.1 11 L_; I l k-411 \TI J 11 firs k==111 11 k==41 f :: 1 J• • • • �-v • �e ., p'7 7 ..°. 8fir'h • _. '.ice L'✓- , a - -r d ;'aca oy�o 7 ... ".•,`'..„.',1? fJ t[ ;', a . . . .n P $'. • •i pr• . ; _. . • itpc G Glazing Schedule: 4" Poured Concrete Slab over Vapor Barrier over Mechanically -Compacted Construction Fill PRODUCT CODE 24X24 SINGLE HUNG R.O. SIZE R.O. 2'-0" x 2'-0" COUNT 1 U -VALUE 0.37 AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 4.0 4.0 1.48 7.35 36X42 SLIDER R.O. 3'-0" x 3'-6" 2 0.35 10.5 21.0 12X80 SIDELITE R.O. 1'-0" x 6'-9 1/2" 1 0.35 6.79 6.79 2.38 24X36 SINGLE HUNG R.O. 2'-0" x 3'-0" 1 0.37 6.0 6.0 2.22 36X36 SINGLE HUNG R.O. 3'-0" x 3'-0" 2 0.37 9.0 18.0 6.66 36X48 SINGLE HUNG R.O. 3'-0" x 4'-0" 2 0.37 12.0 24.0 8.88 36X54 SINGLE HUNG R.O. 3'-0" x 4'-6" 6 0.37 13.5 81.0 29.97 48X54 SLIDER R.O. 4'-0" x 4'-6" 5 0.35 18.0 90.0 31.50 48X42 SLIDER R.O. 4'-0" x 3'-6" 2 0.35 14.0 28.0 9.80 48X48 SLIDER R.O. 4'-0" x 4'-0" 1 0.35 16.0 16.0 5.60 WINDOW 294.79 105.84 TOTALS GLAZING % = TOTAL GLAZING AREA / 294.79 / 10.7% TOTAL HEATED AREA 2744 AVG U -VALUE = TOTAL U -VALUE / 105.84 / 0.36 TOTAL GLAZING SF 294.79 0 co 0 b 0) z " Minimum Headroom Clearance E 2 CV E E N TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 0 0_ 0 0 z E 0 2X BOTTOM PLATE 11/4"X91/2"LSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING - 3- •-•-k - LEVEL OF FINAL GRADE SHALL REMAIN A MN OF 6" BELOW EXTERIOR FINISH - - EXTENT OF EXCAVATION BACKFILL --- TIGHTLINE STORM DRAIN (4" SDR35) A BASEBOARD TYPICAL I -JOIST FLOOR SYSTEM: L 3/4" T&G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL L r �1 n VOID WITH BATT INSULATION _-2X P.T. SILL PLATE W/ ANCHOR BOLTS & - 3"X3"X1/4" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 3"X3" X1/4° WASHERS FASTENED TO FOUNDATION WALL AT 48"O.C. SAND STOP CONCRETE --- -- FOOTING 8" POURED CONCRETE WALL EMIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 4" 8" -- a" 16" 8" FOUNDATION WALL W/ CRAWL SPACE 1 1/4" Dia Min Handrail Guards to y\ Comply w/ IRC Section R312 Spacing between Guards shall not allow the passage of a sphere of 4" or more. Tread 10" Min @ 12" from \- most Narrow Point per IRC R311.5.3.2 N. r- #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2)4 REINFORCING BAR CONTINUOUS Landing (if Required) to Conform to the 2003 IRC R311.5.4 2x4 Thrust Block u, Interior Stair (3) 2x12 Stringers Fireblocking @ Mid -span -- Beam pe Plan SEP 2,8 2001 2IEWED FOR E coMPUANCE APPROVED Inata r:ti, Of T� �k4V1�8 Below install "f�'kWi18 (1) Layer 1/2 G.W'B. ' '-1 on walls and ceiii BUDDING DIVISION Below Stairs RECEIVED crry OFTUKWILA MAY 02 7001 PE . ITGE TER Cfl DATE: April 19, 2007 w co w DRAWING# 2006-002 SCALE: 1/4" = 1' DRAWN BY: CSD APPROVED LC) betweeCSD Ci (f) C o nV) W .c -t o ° z:s3 -Q co Lc) _c a) 1-6 � J 00 CID 00 CS) • 4 • /GOti 0 Dao —3Q co LC) 7-c:0 - U@ d7 m 4x6 P.T. CoI @ 5' Max O.C. Typ UNO 1FB4 14" x 8" Strip Ft'g w/ (2) #4 @ Center Typ C CA8 Cont 5'-0" 4 4 x 6 P.T. CoI w/ BC Ca & PB Base Typ 18" x 18" x 8" Ft'g w/ (2) #4 E.W. 5'-0" c 0 18" x 18" x 8" Ft'g w/ (2) #4 E.W. 9 1/2" I -Joists BCI 5000 1.7 @16"O.C. 24" x 24" x 10" Ft'gw/(3)#4E.W. 4x6 P.T. Col 5' Max 0.� Typ UNO 4 a 4 • vo v4 4 6x8 Cont 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 /2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) 4 . o a 4 v r- p 4 N- ui•0 O 0 O 70 CV CD CD y �4 v +r .A c - v4 v . 24" x 24" x 10" Ftg w/ (3) #4 @ Center 7,4 7 .A. • 4 0 Foundation & Main Fi Framing Plan STRUCTURAL GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF (30 PSF BEDROOM)❑ ❑ DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D2 FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR THE ELEMENT EXPOSED TO THE WEATHER, AND THE GARAGE FLOOR SLAB, AND (2) 2,500 PSI FOR THE ELEMENT NOT EXPOSED TO THE WEATHER, USING TYPE 1 CEMENT, AT LEAST 5 % SACKS/CUBIC YARD. MAXIMUM SLUMP IS 4". MAXIMUM AGGREGATE SIZE IS 1 '/2". CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL BE 5--7 %. MIXING SHALL BE PER SECTION 1905 OF IBC. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2'-0" EACH DIRECTION OR BY LAPPING REINFORCING 2'-0" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6". WELDED OR MECHCNICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 3" 2" 1 1/2" 0 STHD14 _ 1 Typ UNO�� 28' HDQ8-SDS3 (in 4x6), Typ 0 T.< 0 x a 0 x coI (I N STHD14 Typ UNO 0 x 2H4 4x8 P1-6 ITT 2.06/9. CS16 (Over Floor Sheating) 9 1/2" I -Joists BCI 5000 1.7 @ 16" O.C. FB3 31/2"x91/2" PSL CS16- (Over Floor Sheating FB4 4x8 o f • 'Ov-0 a) 0 0 -5 L 0 N 4' Q ❑ _O /cm mV \W -3 P1-6 4x10 N m LI - 1 11 0 0 0 • 4x10 0 0 2H4 L() CS16 (Over Floo Sheating) '15 0 0 4x10 2H3 4x10 Dr-q(poi 4x8 4x8 0 0 u_ a) z 4x10 m l 1/2" I -Joists BCI 5000 1.7 16" O.C. Porch Concrete Covered _I• P1-6 Fp M WP149.5 Hanger x 9 1/2" I -Joists ix BCI 5000 1.7 @ 16" O.C. 0 x CS16 @ GL Beam End 4x12 FB9 L4 0 x B10 WPU 3 1/ " x 9 1/2" 2.75/9.5 PSL 12' 4x10 Double Joist FB8 5 1/4" x 9 1/2" PSL I STHD14 Typ UNO IN la 1 1 1 1 HB550/9.5 1/2" I -Joists BCI 5000 1.7 @ 16" 0.0. 19 1/2" I -Joists BCI 5000 1.7 @ 16" O.C. P1-6 a CS16 4x12 4x6 Col w/ CC Cap & LCB Base RIDGE cq a • STHD14 Typ UNO C� O 26.3' CS16 @ GLB End x Upper FI Framing & Main FI Shear Wall Plan ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A-307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W/3"x3"x1/4" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE R602.3(1) I.R.C. UNO. WHERE A 3" SINGLE NOMINAL SILL PLATE IS USED, 2-20D BOX END NAILS SHALL BE SUBSTITUTED FOR 2-16DS COMMON END NAILS FOUND IN LINE 8 OF THAT TABLE. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND #2 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE -FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GLUED -LAMINATED BEAMS: ALL GLU-LAM BEAMS TO BE OF DOUGLAS FIR COAST REGION KILN DRIED, NDS COMBINATION 24F -V4 1.8 E (Fb=2,400 PSI, Fv=240 PSI) FOR SIMPLE SPAN AND 24F -V8 1.8E (Fb=2,400 PSI, Fv=240 PSI) FOR CONTINUOUS AND CNATILEVERED BEAMS, UNO. USE WATERPROOF GLUE THROUGHOUT. LAMIMATED MEMBER TO CONFORM TO AITC STANDARDS 117, BE AITC CERTIFIED, AND BEAR AN AITC IDENTIFICATION MARK. CAMBER ALL GLU LAMINATED BEAMS TO 2,000' RADIUS UNLESS SHOWN OTHERWISE. PRE-ENGINEERED STRUCTURAL LUMBERS: ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb=2,900 PSI, Fv = 285 PSI, Fcll = 2,900 PSI, Fc 650PSI, AND E=2.0 E, UNO. JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN 9N DRAWINGS AS MANUFACTURED BY TRUS-JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE' SPECIFICATIONS. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEAtHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR O.S.B. (2) ROOF SHEATHING TO BE 1/2 INCH, SPAN RATING 32/16, FLOOR SHEATHINGS TO BE 3/4 INCH MIN. T&G, SPAN RATING 48/24, AND EXTERIOR WALL SHEATHING TO BE, 1/2 INCH, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 8d NAILS AT 12 INCH OC., UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL BE INTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED 10 THE SUPPORTS WITH AN APPROVED ADHESIVE. HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. REViErVED CODE COMPLIANCt. APPROVED 0 2QV E COf Tukwila I'LDING B TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2-SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16" 00 MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 MIN STUDS @ 16" OC MAX., UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE_ TOP PLATE LAP SPLICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2)2x8 HF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4' OR LESS, AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER W/ 16d FACE NAILS @ 12" OC MAX. (7) SPIKE LAMINATED 2-2x COLUMN FOR HOLDOWN W/ 16d FACE NAILS @ 4" OC MAX. (8) PROVIDE SIMPSON AC OR BC CAP AT EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A MIN. 1" PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A-153 OR BE STAINLESS STEEL. CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. S CITY OFTUKWILA MAY 0 2 7007 PITCEMTER 12 N r w c J cs) .-. w z < CV Zw o ill1— coLiu � —1 5 Lr)N 0 Lc" Z ZC)C w▪ QLL o W Z CO (0 'r H C) Q LU LO J o O al I - Z 0 w C � E 2 2 < -1 = M v w 0 CL N CO Ce < w Z ur w �-�- Z Z QQ�� 2-_aQ u-0 Z 0wil"Z ZO. w — V April 19, 2007 z 0 w 1 E.%A;i;'c.5 SHEET 31 0 0516 Typ UNO CS16 yp UN O 4x10 0 x a 4x10 4x10 7.7' P1-6 Pre -Engineered Trusses @ 24" O.C. (VAULTED) BELOW OPEN TO Valley Jack Trusses @ 24" O.C. (Over-framin Typ @ Hatch UNO S16 @ Window Top & Bottom MST48 Typ DSC rag Strut Connector) - Girder Truss to Top Plate 4x10 4x10 Girder Truss 1 P1-6 Pre -Engineered Trusses @ 24" 0.0 4x10 10' c? a 1 P1-6 Roof Framing & Upper FI Shear Wall Plan 11' 12 MARK SHEATHING NAILING (NOTES 3&5) P1-6 3/8" MIN P1-4 3/8" M I N 8d@6"O.C. 8d @ 4" O.C. SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) BLKG OR JOIST 1 BOTTOM PLATE TO TO TOP PLATE j BLKG OR JOIST (NOTES 4, 5, & 11) ! (NOTES 5 & 12) ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) 5/8" ANCHOR BOLTS @4'O.C. 5/8" ANCHOR BOLTS @3'O.C. P1-3 3/8" MIN 8d @ 3" O.C.41'518" 0 i ANCHOR BOLTS @ 31-�} A" O.C. (NOTE 7) -� P1-2 3/8" MIN 8d @ 2" O.C. ice`- Q/ 5/8" ANCHOR BOLTS @ 2'-6" O.C. (NOTES 7 & 8) P2-3 3/8" MIN, EACH FACE 8d @ 3" O.C. / 5/8" ANCHOR BOLTS @ 1'-8" O.C. (NOTES 7 & 9) P2-2 3/8" MIN, EACH FACE 8d @ 2" Q.C. 4 5/8" ANCHOR BOLTS @ 1'-3" O.C. (NOTES 7 & 9) G G2-7 1/2" GWB, EACH 5d COOLER @ 7" O.C. 5/8" ANCHOR BOLTS FACE UNBLOCKED (NOTE 6) Q�, @ 6' O.C. r G2-4 1/2" GWB, EACH 5d COOLER @ 4" O.C. 5/8" ANCHOR BOLTS FACE (NOTE 6) @ 6' O.C. UNBLOCKED HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d @ 6" (NOTE 3) UNBLOCKED II 19/32" MIN 10d @ 6" O.C. (NOTES 3 & 8) UNBLOCKED 1 III 15/32" MIN 8d @ 4" (NOTE 3) BLOCKED 1 NOTES: 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE -FIR, OR BETTER, @ 16" OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTIONS. 5. COMMON NAILS, UNO. 6. APPLY TO ALL STUDS, TOP, AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS. 11. OVER THE LENGTH OF SHEAR WALL ONLY (10d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16d FACE NAILS @ 12" OC ELSEWHERE) I) 0 7,-- Ypo RECEIVED CITY OFTUKWILP+ MAY 0 2 7007 PE6NITGEMTER U z z W z z uJ 0 z W °� J acnes ago nQw z ��W WQ • =Qa Opw Q J2 April 19, 2007 REVISIONS: S2 SHEAR WALL PER PLAN HOLDOWN PER PLAN 10d TOENAIL @8" OC S.W. PANEL EDGE NAILING #4@12" OC 4" 8" 4 16d@9" 2x RIM (1 3/4x LSL FOR TJI FL), UNO —SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE - --5/8"%%c A.B. @36" O.C. GRID 3 @30" O.C. GRID 2 @48" O.C. ELSEWHERE r----- 3x SILL I@ GRIDS 2 & 3 - (2)#4 z - FL JST PER PLAN #4@16" OC (2)#4 ▪ • ROUGHEN & CLEAN 2 SHEAR WALL PER LL PLAN HOLDOWN ---- PER PLAN z 2 -r A.B. PER SHEAR WALL SCHD FOR SIZE AND SPACING, UNO - (2)#4 --,- #4@16"O0 #4©12" ------ OC 8" 4" 4" DRAIN (2)#4 4" CONC. SLAB ROUGHEN & CLEAN & POST BASE PER PLAN 4" CONC. S.O.G. FTG. PER PLAN FOR SIZE & REINF. 2x BLK'G (TJI OR LSL - FOR TJI FJ) FJ PER PLAN FL BM, - - - SEE PLAN 6 16d@9" P1-6 WALL; 16d@6" P14 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE i\ FL JST PER PLAN - --- 2X BLK'G W/(3)10d \ TOENAIL PER \ BLK STUD WALL (SHEAR WALL WHERE OCCURS) HOLDOWN PER PLAN J 1 f -- (2)2x RIM (1 1/4"x LSL FOR TJI FL), UNO ON PLAN -- 8d@4" OC H3 @ EVERY— OTHER TRUSS WALL PER PLAN 11 ROOF TRUSS PER PLAN 2x BLK'G SHEAR WALL, PER PLAN 2X4 MIN LEDGER W/ 2 ROWS 16d TO EA WALL STUD EQUAL, 24" MAX _. LOW ROOF 8d@ 4" OC ' 8d@ 4" OC (LEDGED TO BLK'G) ROOF TRUSS—i-\ OR RAFTER PER PLAN 8d@4"O0 T T T T 2X6 BLK'G W/ A23 CLIP EA END (6) 10d TO , BLK'G T 2x4 MIN OUTRIGGER @ 4' MAX OC GABLE END TRUSS SHEATHED AND NAILED TO MATCH SHEAR WALL PANEL BREAK SHEAR WALL PANEL EDGE NAILING SHEAR WALL PER' PLAN 12 /TRUSS PER --' PLAN 45° MAX X —DIAGONAL BRACING @ 48" MAX OC (2X6 FOR L>8', 2X4 FOR L=< 8') W/ (6) 16d TO BLK'G & A23 CLIP TO WALL TOP PLATE BALLON FRAMING IF DIAGONAL BRACING SHOWN ABOVE IS OMITTED HOLDOWN PER PLAN PER UPPER S.W. EDGE NAILING 10d TOENAI L @8" OC PANEL BREAK PER LOW S.W. EDGE NAILING 8 13 SHEAR WALL PER PLAN 16d@9" 2X RIM (1 3/4X LSL FOR TJI FL), UNO SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE SHEAR WALL PER PLAN VTC2 CLIP @ EA. TRUSS OR RAFTER FL JST PER PLAN FOR SIZE VALLEY JACK PER PLAN ROOF TRUSS OR RAFTER HOLDOWN PER PLAN PER UPPER S.W. EDGE NAILING 10d TOENAIL @8" OC PANEL BREAK PER LOWER S.W. EDGE NAILING 9 14 3" MIN. FOR SPLICED FJ i (CONT. FJ ALLOWED) 2x4 MIN SCAB W/ (4)16d TO EA ELEMENT IN LIEU OF POST CAP (TWO FACES) P.T. COL PER PLAN W/PB BASE & BC CAP FTG SEE PLAN FOR SIZE AND REINF. 51 (2)#4 o —POST, PER PLAN 1'-0" MIN. _.------ SHEAR WALL PER PLAN 16d@9" 2X RIM (1 314X LSL FOR / TJI FL), UNO SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE (4)10d EA BLK'G (3)16d TOE_ NAILS EA BLK STUD WAL6 - iL — FL JST PER PLAN FOR SIZE 2x SOLID (TJI FOR TJI FL) BLK'G @ 48" OC SHEAR WALL PER PLAN 8d@4" OC / 1/4"%%c x 4" MIN. LAG SCREW TO EA STUD, TYP (3 ROW FOR 2x12 RAF; 2 ROW FOR 2x8 & SMALLER RAF) `tom RAFTER PER PLAN W/ 4-16d FOR 2x12 & 3-16d FOR 2x8 & SAMLLER RAF TO LEDGER 2X LEDGER 12" MIN SHEAR WALL, 7 PER PLAN r SHEAR — WALL, PER PLAN 10 2X MIN BLK'G, TYP WINDdW OPN,G —SHEAR WALL, PER PLAN ---STRAP PER PLAN, TYP @EA CORNER D14C2O fOR CODE. COMP APPROVED Sg 2 B Ot 1-000 RECEIVED cllY OFTUKWILA MAY 02 7007 PERMsTCEFTTR N two ZZ0) r w r V Z< = Wr. o W H -J W c0 J Z co 5 cg, o Z CO ❑ WO `t a w N— Z Z w 0 a 00 C0 r 0) Lo Q 10 2 F- 0J Eli Q J 03 -2 QJ N < C2 W r W cor) N CY) April 19, 2007 REVISIONS: SHEET S3