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Permit D07-159 - REHABITAT NORTHWEST - LOT 3
REHABITAT NW LOT3 3205 S 132 LN D07-159 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.: 1523049307 Address: 3205 S 132 LN TUICW Suite No: DEVELOPMENT PERMIT Permit Number: D07-159 Issue Date: 08/09/2007 Permit Expires On: 02/05/2008 Tenant: Name: REHABITAT NORTHWEST - LOT 3 Address: 3205 S 132 LN , TUKVVILA WA Owner: Name: REHABITAT NORTHWEST Address: 3601 WEST MARGINAL WY S , SEATTLE 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 2800 SF SFR WITH 495 SF ATTACHED GARAGE .AND 261 SF OF DECKING. PROJECT ON VALLEY VIEW SEWER AND WATER DISTRICT #125 WATER. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS DRIVEWAY, EROSION CONTROL, STORM DRAINAGE. Value of Construction: $291,271.96 Fees Collected: $5,723.24 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 D07-159 Printed: 08-09-2007 City o,Tukwiia 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: D07-159 Issue Date: 08/09/2007 Permit Expires On: 02/05/2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y 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: Storm Drainage: Street Use: Y Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Public: Profit: N Non -Profit: N Private: Public: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance f work. I am authorized to sign and obtain this development permit. Signature: Date: 3/# / D 7 Print Name: U�Grlvt l�el� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07-159 Printed: 08-09-2007 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.: 1523049307 Address: Suite No: Tenant: 3205 S 132 LN TUICW REHABITAT NORTHWEST - LOT 3 Permit Number: Status: Applied Date: Issue Date: D07-159 ISSUED 05/02/2007 08/09/2007 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. doc: Cond-10/06 D07-159 Printed: 08-09-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof'lukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ***FIRE DEPARTMENT CONDITIONS*** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: Adequate ground ladder access to rescue windows shall be provided. 23: Maximum grade for all projects is 15%. 24: 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) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 28: 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. 29: Contractor shall notify Public Works Utility Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 30: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 31: Any material spilled onto any street shall be cleaned up immediately. 32: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 33: 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 doc: Cond-10/06 D07-159 Printed: 08-09-2007 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 period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 34: 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. 35: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 36: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 37: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 38: Contractor shall request a water service line inspection from the WM in the street to the proposed house, since Water District #125 does not inspect downstream of the WM. **continued on next page** doc: Cond-10/06 D07-159 Printed: 08-09-2007 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: _z/1;4k Print Name: atA' AelU�!`e� Date: OA') doc: Cond-10/06 D07-159 Printed: 08-09-2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 irri, us Building Permit No. ply 1C1 Mechanical Permit No. AA O r — Plumbing/Gas Permit No.16-0- t tS Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION k r King Co Assessor's Tax No.: 1(72. -1 10 Site Address: 320S: 1.,,,,v.3E 1 L w; L, kg 4itog Suite Number: Floor: Tenant Name: PGe 64rr4 lOrtrati 1 ed", Property Owners Name: /&4 o4J ir't ,c,, i (1, Mailing Address: &cOI k. . 1-ja1t 04 ( (c,r-+t 3 New Tenant: ❑ Yes g..No City cJ4 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued �! `� Name: (lb;, ., I2c) i e r Mailing Address: ?a(c0l ( y e E -Mail Address: ;'_FL ) i;? t 11,1444.4 A.) iLtle61 t,AWI Day Telephone: (.) 932 r 7 VE4'"" City State Zip Fax Number: i :53-W.'. S e GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 10.c1j t'h (. V Y r t 4.oest4 Mailing Address: 7C.C1 (s)t fl4aw s o.I W 14.) Contact Person: 614.0. U kek) i lie r --- E -Mail Address: w ka J e r e �i.:t � tri ~. �� r /ki.,)e SI`. G.OP.t Contractor Registration Number: ! E N la 8/J1-1 73K 2. City State Zip Day Telephone: , 9.2 2-73 5SFaxNumber:6W) 932 4 7355 Expiration Date: C) arm/ s i ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 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 Company Name: (.4.4 1 JE E r ,g a P; W t Mailing Address: /417.5 J(o �c Ali Contact Person: MitUC_ 1412.#1- E -Mail Address: tr, t . 1 6' 141,..e," Q:Applications\Forms-Applications OnLine\3-2t>ttb - Permit Application.doc Revised: 9-2006 bh 1cbdeAI; e ii -K1 9$07 2 - City ,[, State Zip Day Telephone: lZ y) 4199't Z 7 Fax Number: �z 3 lige/ " O 2 7 Page 1 of 6 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ tOOQ Existing Building Valuation: $ CD Scope of Work (please provide detailed information): Co054-e e.c4' - 6e-+ rer ctett"- 6,04 Will there be new rack storage? ❑ Yes On.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): [15L($ Floor area of principal dwelling: J� Q O We 5F Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm bil None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1.0 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 Line\3-2006 - 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 ls' Floor N/> tiiiA IU/A 11111 v8 �j k-3 2� Floor c / r tid i t r 3rd Floor ` Ph+ Floors 1 thru _ir_____ Z 900 t / Basement j / f I l� Accessory Structure*) II ��' Attached Garage / 1 i 41 l J / Detached Garage il 1 14/0 Attached Carport ft i/ 'IR ti Detached Carport ! kl 14) /ift Covered Deck/ } 5 Uncovered Deck ( NIA1 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): [15L($ Floor area of principal dwelling: J� Q O We 5F Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm bil None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1.0 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 Line\3-2006 - 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): ecrttt-we, I.- Kku., - 6aJreaaw► s FP-. Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ... Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ... ValVue ❑ ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: O 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) ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 1St...Construction/Excavation/Fill - Right-of-way 111J til Non Right-of-way IS Total Cut ...Total Fill O cubic yards cubic yards $...Sanitary Side Sewer O ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ,g.. Trench Excavation [k.. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # Dt ...Water Only Meter Size 3/4 i 5 WO # ❑...Deduct Water Meter Size " 0 ...Sewer Main Extension Public _ Private 0 ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...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 QAApplications\Forms-Applications On Line\3-2016 - Permit Application.doc Revised 9-2006 bh Page 3 of 6 MECHANICAL PERMIT INFORMATION - 206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name:�lt. �e����f `f' !�/e..- Mailing Address: PO Bag. 4, Contact Person: Te'r'a'ti 5:144-41 134:4 re,. O M City State Zip Day Telephone: (Z() Q,1 ' ? - %% � • E -Mail Address: Fax Number: cztt) )) ' 7-- e63-73 Contractor Registration Number: iA6TL- N A 055— b i I Expiration Date: 42/5/0'8 Valuation of Mechanical work (contractor's bid price): $ %', Scope of Work (please provide detailed information): �+J a�� INS �J S e& N �ttitwt r tteu 5F'e• Use: Residential: New _34 Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas...., Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace<100K BTUAir l 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 Furnace 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 VentHood 1 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 \3-2(x)6 - Permit Applicalion.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: -r-4-a- L4644 iat, /11 4 eelkek Mailing Address: 311 1'3 ,1.4-r 'k T C.nTua- City Contact Person: 1,9 State Zip Day Telephone: LAS ? 1.910 E -Mail Address: Fax Number: Contractor Registration Number: 'r"rpLu.S P 1 7'! Mk Expiration Date: 7/3007 Valuation of Plumbing work (contractor's bid price): $ /0100 Valuation of Gas Piping work (contractor's bid price): $ q�r Scope of Work (please provide detailed information): . Ne -i p .-o L t 4Ltisi`k 144 't sg''r ` F • Building Use (per Int'l Building Code): V.8 Occupancy (per Intl Building Code): R-3 Utility Purveyor: Water: WC.L)t toy Sewer: 1 /a l UAC 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 F- Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic ( Floor drain Sinks i Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 3 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater 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 Line3-2006 - Permit 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 AUTHIZED AGENT: Signature: Print Name: Cly be; (ter Date: y/? -441 7 r l Da Telephone: (%) 9 3 Z` 73616- Mailing Address: 361 Of l *�+ t12./) J�TVC /.t» " / City State Zip Date Application Accepted: Date Application Expires: It Staff Initials: Q:\Applications\Forms-Applications On Line \3-20(6 - Permit Application.doc Revised: 9-2006 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: 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 1523049307 3205 S 132 LN TUKW REHABITAT NORTHWEST - LOT 3 RECEIPT Permit Number: Status: Applied Date: Issue Date: D07-159 ISSUED 05/02/2007 08/09/2007 Receipt No.: R07-01678 Initials: JEM User ID: 1165 Payment Amount: $58.00 Payment Date: 08/13/2007 09:16 AM Balance: $0.00 Payee: REHABITAT NORTHWEST, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 2303 ACCOUNT ITEM LIST: Description Account Code 58.00 Current Pmts BUILDING INVESTIGATION 000/322.800 58.00 Total: $58.00 ,. iz L 09/13 :.'";;16 TOTAL 59 0r: doc: Receiot-06 Printed: 08-13-2007 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.: 1523049307 Permit Number: D07-159 Address: 3205 S 132 LN TUKW Status: APPROVED Suite No: Applied Date: 05/02/2007 Applicant: REHABITAT NORTHWEST - LOT 3 Issue Date: Receipt No.: R07-01657 Payment Amount: 93,706.34 Initials: WER Payment Date: 08/09/2007 04:43 PM User ID: 1655 Balance: $0.00 Payee: REHABITAT NORTHWEST INC TRANSACTION LIST: Type Method Description Amount Payment Check 2388 3,706.34 ACCOUNT ITEM LIST: Description Account Code 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 2,564.46 23.50 100.00 4.50 1,013.88 Total: $3,706.34 1396 08/10 1710 TOTAL 4146.84 doc: Receipt -06 Printed: 08-09-2007 �. 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:/lwww.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R07-00727 Initials: JEM User ID: 1165 Payee: REHABITAT NORTHWEST, INC. Payment Date: 05/02/2007 Total Payment: 2,102.40 SET ID: 5000000742 SET NAME: Trap set/Initialized Activities SET TRANSACTIONS: Set Member Amount 1D07-159 2,016.90 M07-098 41.00 PG07-115 44.50 TOTAL: 2,102.40 TRANSACTION LIST: Type Method Description Amount Payment Check 1899 ACCOUNT ITEM LIST: Description TOTAL: 2,102.40 2,102.40 Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000/345.830 1,752.40 000/322.100 250.00 000/345.830 100.00 TOTAL: 2,102.40 7717 05/02 9716 TOTAL 2102.40 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. e. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro' ct: Type of Inspection: Address: 3Z0s S 132 u J Date Called: Special Instructions: Date Wanted: '— pp e / �." p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ctor• 00 REINSPECTION FEE EQUIRED. Pr at 6300 Southcenter Blvd.. Suite 100. Date: r to inspection. fee must be all the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 INSPECTION RECORD Retain a copy with permit PER NO. 0 Project: g, IAM r Nbr tdeS . 3 Type of Inspectio : ��� Address: 3u5 Sw`t, 132 W Date Called: 1 Special Instructions: Date Wanted: 2'22 '(7? /- a y p.m. Requester: :.--)Aft:.-e4 fiv6I'C (.:),)i Phon20f_--3'T1 '7533 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: T S ps 1'�S .1.t-)i� .e_3 t (U T A 7 71'` 7-- ro 4.,h, ,g- , b ( JA-A-t.� 7 :.--)Aft:.-e4 fiv6I'C (.:),)i ate _ Inspector. El $58.00 REINSPECTION FEE R'QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date: /, .22 Receipt No.: Date: ON NO. CITY • F TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 9&188 INSPECTION RECORD Retain a copy with permit PERMIT NO. tg (206)431-36 0 Probe t:1er/Z A/444.7/0 -7A14(3) ypof Inspection: /s ` Address: :3-2 0 S /3Z Lti Date Called: Special Instructions; Date Wanted: ea.m. Requester: Phone .04` 3c/- ?.S Approved per applicable codes. COM ENTS: Corrections required prior to approval. l Da�te-:771ei —10 REINSPECTION FEE REQUIR . Prior to inspection. fee must be p at 6300 Southcenter B d.. S e 100. Call the schedule reinspection. eipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blvd., #10 Tukwila, WA 98188 (206)431-36 Project:Type Rt-h46%/�-f(3\)cL44/ of ns ection: 4 Address: ?-20S '.3Z Lv Date Called: Special Instructions: Date an d: / 2/4e a.m. r. Reque ter: Phgpe n --WSJ - 25 3? Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: Date: Z REINSPECTION FEE REQ IR D. Prior to inspection, fee must be at 6300 Southcenter Blvd.. S to 100. Call the schedule reinspection. pt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431-36 Proit.ct:- . RE/MA /44 (3 Type of Inspe-olction: i Cd9 //,e-/ Address: s 32c) i321.) Date Called: Special Instructions: Date Wand: 4.2.. / /2/08 .•11.. Requester: Phone No: El oved per applicable codes. Corrections required prior to approval. COMMENTS: 0 REINSPECTION FE at 6300 Southcenter Bt Rz pt No.: EQUIR d.. Suit Date:7 /Z/0 . Prior to inspection, fee must be 100. Call the schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit v07;55 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (26)431-3 0 Project: /��h,9 J 1I ,U� 3 Type of Inspection: (t.4 // _72-_,"1.5. Address: ' 2OS S /3Z L/v Date Called: _ Special Instructions: Date WanSed: /D-7//G P p.m. Requester: Phone Ng: 1/4t7kpproved per applicable codes. Corrections required prior to approval. COMMENTS: nspect. Date: GC /0//6/6--) EINSPECTION FEE RE UIRED. F7'rior to inspection, fee must be t 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Recei . t No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION g - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3 Proj ct: �h 4 6/.1 Ami.. Type of Inspection: Pr�iZ'1/rV Address:Date _32l)s S / Z LN Called: Special Instructions: Date Wanted iv/iL/U-7' �.m. Requester: Phone No: .i...." 6, i,-Z-5--.YY7V Approved per applicable codes. El Corrections required prior to approval. COMMENTS: -I at 6300 Southcenter B REINSPECTION FEE Rece pt No.: Date/CJ : J l //b /(f- REQUIRED. prior to inspection. fee must be . -Suite 1d0. Call the schedule reinspection. Date: •.'",..._ INSPECTION 4O. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: ,7'(J Type of Inspection: - _ Address: 3 2 O 5 .5 ?2 Zit, Date Called: Special Instructions: Date Wanted: /0 Requester: Phone No: 0 Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: ket .1,1—,1 _- Date:/6/ 7 /..2 O $58.O RE SPECTIONEE REQUIRED. rior to inspection. fee must be paid at -6300 Southcente Blvd.. Suite 10 . Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 P ect: k-kA614-A-- Jw L Type of Inspection: ----f(2 ,N -e. �. Address: 326vs - 132 LA) Date Called: . - i_..-- _I /Oct (]7.� Special Instructions: Date Wanted: I`3 l , 0 (61 (.4..r_,r -' p.m. Requester: 4/%9/ /c Phone No: 706-7.5- 3LI7 y ❑ Approved per applicable codes. r � Corrections required prior to approval. COMMENTS: , t ` 9`;-- (7/(1 -s /1//s ✓ /_ A Ax/L-- (-,/ -- . - i_..-- _I /Oct (]7.� //1 / 'S s / 'l- { /26 / 71447.7 i -'43t 4/%9/ /c eco • r: $5: Date: //v%li .00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be id at 6300 Southcenter Blvdd.. Suite' Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 Pct: r� g.eP�AD1P( NLU Type of Inspection: v (; LA 271 Al 4. Address: 37v5 S 132 Lni Date Called: Special Instructions: LOI 3 Date Wanted: ,gym Requester. Phone No: 2b(n-2 -31-/-7Y Approved per applicable codes. Corrections required prior to approval. COMMENTS: • del/uyw��c Date: II n , r� " / $ d o6 REINSPECTION FE REQUIRED.'rior to inspection, fee must be atd 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 DIVISIO' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Project;// x/14 bi -1/9" / N% t) Type of spectio): V , c t S/ltb1'/I rl, 5 Address: Date Called: Special Instructions: Date Wanted: 6- / Li" 0`7 p.m. Requester: Phone No: „206-2-5--3 7Q `proved per applicable codes. Corrections required prior to approval. COMMENTS: $ x.00 REINSPECTION ?EE REQUIRED Prior 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 7 D6 7 c7 Pro'gct: /,// 6,3' /i-1•2/�,V / 1 Type of Inspection: lAJ/1 // /JA --1/// f; U, Address:_ '32o> S/ /3'2 Liu Date Called: Special Instructions: Date Wanted: - %4/- 0 7 a.�' (p.y Requester: Phone No: r LIApproved per applicable codes. Corrections required prior to approval. C,9tiMENTS: e fd, (___?,,Pk %r,O r SAex, /S/Ir4177h /c,� _ 1i oa✓0 () -re (Wel r Inspectc;3 Da day -v 55.E REINSPECTION FEE REQUIRED. Frior to inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Reipt 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- 6 0 Pro'ect: l�i-h�bi /,9! AAA) �� Type of Inspecti n: �i „;(-P r J leo ,- Address:Date _3_20S- .S. /32 LA) Called: Special Instructions: Date Wanted: 5'-25-0 7 irr Requester: Phone No: 6-3 1 - 5q / Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (nsto: Date. .00 REINSPECTION FE REQUIREl7. Prior 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 197 --/fit INSP • ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. i (206)431-3670 Project: Lot_ h -Mlv3 Type of Inspection: 7O? f:4F/6-• �, /? Address: 13215--. /.--•1-7, Date Called: Special Special Instructions: •Date Wanted,2/`07 a.m• Requester. Phone No: `Approved per applicable codes. El Corrections required prior to approval. COMMENTS: )5 Dat, .00 REINSPECTION FEE RE �� RED. Pr r to inspection, fee must be d at 6300 Southcenter Blvd., • uite 10 Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PER IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 Project /.4),,- %r��'6!!!(i- 3 Type of Inspection: ?D d/C l < Address: (3205 ccO /37 L. Date Called: Special Instr ctions: Date Wanted. L'' .2/-0;7 Requester: Phone No: Zoo -39J- 5 '7 .Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: $58 i REINSPECTION FEE QUIRED Prior to inspection, fee must be pai„ :t 6300 Southcenter Blv . Suite 0. Call the schedule reinspection. Date: z-1 1 r .2 Receip o.: 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)431-367 Project: /1 e h 4 .6/144iv(.v Li Type of Inspection: v f (-00 f, ,t,! Address: 32 oS S i_3 2 LA, Date Called: Special Instructions: Date Wanted: /y 07 6:n7 p.m. Requester: Phon No: /zs-63‘-`-/ -'1-1/71-7 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: 4444-7 f AA .00 REINSPECTION EE REQUIR . at 6300 Southcent Blvd., Sui a 100. Da /,,/ j/ Prior to inspection, fee must be paid Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 06)431-3670 Pir c/p).6/ 77, / i/¼t Type of In�pe U ( / l `1 6 - dr2c 5 s )� Date Called: Special Instructions: Date Wanted:—aa.m Requester: Ph 2oS 064 ` 5/�7% ElApproved per applicable codes. '.Corrections required prior to approval. COMMENTS: {\3% \Pr /At'i-( Gkj C t \ c.C. M V2 AD LA 9 k.4 ,- 1 � ( i. _ -1-(7 vQ5 yam, L . O T E ,` r spec 1c. A,, U -- f D y{r) .00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receip No.: Date: 517 co win P� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 X7-155 Prqject/ //?,%'h d- 3 Type of Ins ection '- L ) 1-1 Oct- /A) G Address: ;05 $ l3,1An Date Cal ed: Ov/a5/6k Special Instructions: Date Wanted: ov/30/0 6 G a. 5 1 l Requeste�C C� Phone No: yes S ? ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: G S/144 Fl if&c,12J r. 1 l ' I 1t •1 ' I> t` 1,— cmoy 1,16 I L r 5- Z o Q,0 Ltifs Inspector: G� 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 RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 vo-7-67 Prof '^-^l II Lt t( Type of Inspection: S() Address: r c- IaVZ- I--0 Date Called: 8 3 c Sp tial Instructions: Date Wanted: ! ep.m. a.m. t v_( Requester: v •c{_ja.6 . Phone No: ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: j'=-7) 0_ S - T- uso�� pct cI? Inspector: 6.4J Date: 9V), $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 RECORD Retain a copy with permit II1—/5? 1 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: I^ -€l IC< - Ot _i Type of Inspection: ., Address: 3o6:5 5 / 3 ,!n Date Called: DSI;V/o " Special Instructions: Date Wanted:a.nf Ui �27/c 7 Requester: OI1ie( Phone No: X6 11--'? Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 7/o7 11.7 moi( C� X191 . 017 Inspector: Date: ED$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 NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type NQS. i i.a( Fire Alarm: of Inspection: Pi (z. rilVAL Address: Suite #: 3Z-05 S. t 33rd Lt.). Contact Person: S -1"- Je- Special Instructions: d0tl2 Phone No.: Zo6-Z5---3cl�1../ Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: rie_g Ok. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: \\ 5' o Date: L12a JD g Hrs.: Z I^ r r $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 • JOBNO. c7c ?7 DATE 47Z; f D OBY 11/4-i T PROJECT iL.1��j 5 ILI SUBJECT (ZWr.-- , PAGE / OF 2 ( CHECKED BY I. ... rq. ryd tL L ID St X\ z MIS.COPY /7, r. RECEIVED ern' o Town A. NAY -0 2 2007 PEAM T CENTLI, (51 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. ('20 3 -2 DATE 4/ LVQ BY M T PROJECT SUBJECT = 13 ►�L LL, PAGE 2. OF CHECKED BY ► ,44.1... Lam. 9z Ae✓ 1.7 t, 4D'. f- dSf- :fort 1 53. /..6 : _, r V= red /' 1 7.(.- . p..Z . 2 r a; r u• WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO.// t3 O 70 PAGE OF DATE 4l l �a b BY fLi 7 CAN CHECKED BY PROJECT Kik S SUBJECT • F 1,3-t+c. =, l /-t /..24 C. s.. F 1 oci 1,4/ate F�6 fflo 3 ,13 2421 55- I4 3940 /4U 0,/c., 41-0 L 6. WANG ENGINEERING, INC. JOB NO. V7 PAGE 4 OF CONSULTING ENGINEERS DATE 4/42-)/d6BY� t'NZ CHECKED BY PROJECT IC I 1115" TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT rt— ' p q0-3 tiC=� S:4.L33 7.0 t2 (2 wi cp .. el ..1.. _g es c-5 1 ti •_ 4.64 r .6. .61 6 it - 1 2 SJ x (0 Y t-21 arra- (0.7s_.4..t.... 6 ' 4 ('2.. / r C 6k Z. 6 '� WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. / . / D 0 31 PAGECr" OF `1/ DATE 231d) BY 1,-1,70, CHECKED BY PROJECT �+, h" -. SUBJECT r L.. L t„ Ft E b X e/, 7 ?, ,4 i0 t, T L. s /b� r: - Po LL f' X 4 .0., ). 7 0 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. 01 3 -7 PAGE 6 OF DATE. Q/) /O BYll (A. PROJECT 1( .i S 4 -rt" SUBJECT L-. CHECKED BY n:to- .......err-...i.,r,x • el, .2E( I¢ • ne loft .1(26 = I 1) ..................... =..4,� 10 ts trAp. q 17 s: 3 4f, ! 6 4x l0 7 WANG ENGINEERING, INC. JOB NO. % o 7o 7 PAGE OF Z CONSULTING ENGINEERS DATE / VS6BY t CHECKED BY TEL: (425)489-0927 FAX: (425)489-0927 PROJECT SUBJECT td 144 (74 t c f 7 l3. -7c efr A V e crhacwcr Bus,nccs TJ•Bearrot 6.20 Serial Number 7005108177 User 2 4/24/2006 1:53:32 AM Page 1 Engine Verson: 6.20.16 Main FI FI Jst 91/2"TJI®110@16"o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 28' 3" 4 15' 0r5 LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Comment Point(plf) Floor(1.00) 320.0 SUPPORTS: 1 Stud wall 2 Stud wall 3 Stud wall Input Width 5.50" 3.50" 5.50" DESIGN CONTROLS: Shear (lbs) Vertical Reaction (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Dead Location Application 136.0 12' - Bearing Length 4.25" 3.50" 4.25" Maximum -1127. 1734 -2287 Vertical Reactions (lbs) Detail Live/Dead/Uplift/Total 412/104/0/516 1330/404/0/1734 323 /50/-47/373 Design Control -1070 1342 1734 1935 -2287 2380 0.330 0.488 0.412 0.731 33 30 Other 13' 3" Product Diagram is Conceptual. 4 End, Rim 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® Intermediate None End, Rim 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® Control Passed (80%) Passed (90%) Passed (96%) Passed (L/532) Passed (L/426) Passed Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 -Deflection Criteria: STANDARD(LL:L1360,TL:L/240). •TJ maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/4". •Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. •The load conditions considered in this design analysis include alternate member pattern loading. TJ -Pro RATING SYSTEM •The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.22 PROJECT INFORMATION: 58tb.4va-L-13t-t .. ..-_ _..s:, a XP;er!-.ae_ er G:IS:.^.ens ::ste:e.7, : n:iF::.arke . _.... __� ant7- ...." are trademarks o: Trus Joist. OPERATOR INFORMATION: ming wang wang engineering 14735 168th ave. ne woodinville, WA 98072 Phone : 425-489-0927 Fax :425-489-0927 mingwang2001@yahoo.com WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. 70 3 ) PAGE OF DATE 4/23 /0 6 BYY (' C C. CHECKED BY PROJECT IC.., -k sfoii Ls -- SUBJECT L i Cox L: L moo IMS 9trrt 3-� 0, 1 I /¢b - = ( 7 V x 4-dit 734- FL 1) r S"4 Sed ctO Fkr• 7 734... < ... 08 s a t o. ,, ( tyo � WANG ENGINEERING, INC. JOB NOS (57c) PAGE ) G OF % l CONSULTING ENGINEERS DATE (2 3/� 6BY M nA\ CHECKED BY PROJECT 7c 17,41S /v-) 5 - TEL: TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT F 12 ¢.Q..).4 1, 1aS'4-1' F. P (') GAJ, i 1 b'sci.. ,rr..x... R. C G'J WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO DATE / 070/ ll 4/1/110 By La T t.�.! PROJECT k atR S /-ro SUBJECT (JarGln PAGE ll OF CHECKED BY 6 c r6 3 3 r- CIt) 9„. z�........a- TL x r. s C V /¢4r r 70 441 (0 4 ¢i ,......_i. .sg_ 0 ,1. r' 7'0 /. 1 G� C' u rte O,j` 4x 2 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. / / 0 7 0 3 / PAGE r OF DATE 4 { Z/ 04 BY (L r CHECKED BY PROJECT (C, 115 SUBJECT 14 1Y''.• (•t 6r 8 e ,Ett, I t Ps 30, 4: 4 )z. l i v.7 0 c =r e .(o: 3 :.o'6 e. (,. Q. 0.4r WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. C9. [ 0 3 7 PAGE f OF DATE 424/0 BYLL --IL( To CHECKED BY PROJECT lC S /-rP% SUBJECT �L°►rG�J Ybl C 0 6�- IAN 4.4- 50$ 6. a 0,c V s p F (1 r0 120 J ,� S-Ct 6'7E.= 1r l 6 x� 3.6 '? o UrfK Fc.,. 4 . 3, /Av.c L Z. WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489.0927 FAX: (425)489-0927 JOB NO. O 7 D 7 PAGE i 4 OF DATE 4/,BY 4 773 CHECKED BY PROJECT ler 4.74714 TT...- SUBJECT .�SUBJECT LA?- J F- ( vo .....3.4 9 x� WO" tt rr 4 I • ro 6. WANG ENGINEERING, INC.. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. 0,L? G PAGE f C OF DATE 4//046 BYrr !4 r CHECKED BY PROJECT k , vti 5 TDv'i T1._ SUBJECT '.- SUBJECT L c '. Pt • 4 QC L T r r E 4' S. C s /1, 8 G P •• (k-(4-1,0 .r -C., ... r.' .3 .....1._z. 1.x x r 9. F zA Z.J /S -J. f2i� 4-' S' 6d z.“x 4/2_ G.v,/frk • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. 0 7 v 3 / PAGE / b OF 2 O h-'(' C*3Y �l Y--(��wryry� CHECKED BY PROJECT i�, } c, 1 .LL.. SUBJECT L C✓G I (r r ( 24 at 2-944 1 ( 6.1 (6. L c$/C. 12. 2, x 644 r.. .. sr 3.c) s rrttie4 29 • ICA n1L, grv spr csS')c (CJ;¢ti!, ; („C.4 t. •)/ 4►� .i4. 4? v 41, O. WANG ENGINEERING, INC. JOB N DATA, CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 07037 Y� uM 71 PR07EC"T b K,7/`�� SI ��'1 SUBJECT L. a li , Pi1rF PAGE / 7 OF CHECKED BY I 0. z. 37 01 3 67 e T -4 31 L9 ZI L 1 ?.o • C.^.. L. :). 15 Z7, 4o WANG ENGINEERING, INC. JOB NO. 0 7 ° 7 ,� p(�A/ II o BY M TGk\ PRO „TT., (C SUBJECT 114 G r cv CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 PAGE ' OF CHECKED BY C S 1.6 o- Fa 4 s.r�} .-:1tTo..... ti 4 D 344.7 L 447 14 7 L.10_62- 3o� 4;.•C r 11, 2.41 3 • • • • (o4 ,(q 1 Z •ti 4o6?.. c...1. ��"17 G1Y- WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. o'7 0 ri PAGE / / OF DATE 4/4V 6 BY 1•4 TL^) CHECKED BY PROJECT -iwi 91%4. E. SUBJECT Tnti s Cauo/zg, .r: e ,r / • '7 417 v:s SI - G tei IL4 JsTi SHEAR WALL SCHEDULE (NOTES 1, 2. & 10) MARK SHEATH'G NAILING (NOTES 3 & 5) BLK'G OR JOIST TO TOP PLATE (NOTES 4 , 5, & I I) BOT PLATE TO BLK'G OR JOIST (NOTES 5 & 12) - ANCHOR BOLTS (TO CONC. FTG..) ALOWBL SHEAR PLF P1-6 3/8" MIN 8d @ 6" OC L7CSf1'g06rgOG7 700ffOW20 OL I^a0go6'r ' t`l NTO CW 5/8 " N@ 4' OC 213 P1-4 318" MIN 8d @ 4" OC 5/8 " cA a 3' OC 312 P1-3 3/8" MIN 8d @ 3" OC 5/8 " 4P@3'- 4" OC ' 402 (NOTE 7) P1-2 3/8" MIN 8d cc 2" OC 5/8 " c@ 2'- 6" OC 525 ' (NOTES 7 & 8) P2-3 3/8" MIN, EACI-I FACE 8d @ 3" OC 5/8 " ch@ 1'- 8" OC 804 ry8o{U� STU o) (NOTES 7 a c)) P2-2 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 " cA@ 1'- 3" OC 1050 (12800N DF STUTs (NOTES 7 & 9) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) 1 15/32" MIN 8d @ 6" (NOTE 3) 197 PLF (CASE I) 148 PLF (CASES 2-6) UNBLOC- KED 11 19/32" MIN J0d icZ 6" (NOTES 3 & 8) - 234 PLF (CASE I) 176 PLF (CASES 2-6) lJ\BLOC KED 111 15/32" MIN 8d @ 4" (NOTE 3) 295 PLF BLOCKED IV 15.'32" MIN 8d 0 2.5" (NOTES 3.7&8) 435. PLF BLOCKED NOTES: ! . ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE -FIR, OR BETTER, @16" OC, U.N.O. ALI, 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. 14. PER SIMPSON STRONG -TIE CONNECTORS. 15. COMMON NAILS. U.N.U. 6. APPLY TO ALI, 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 SHALT, BE STAGGERED. O. UNLESS NOTED IN DRAWINGS I i. OVER THE LENGTH OF SHEAR WALL ONLY (I0 d TOE NAILS a. 9" OC ELSEWHERE) . 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS u) 12" OC ELSEWHERE) • ro crii'I'cz J T'rcoo, 0 Z4 -"v. e, pi -6 2x4-tLR C2 (® V 1h Ve ots 961- `j t O Oo vt v- 1 �� T `oi W b/;' t 0 C142‘ I x M I ii t" 6 cvi r ZjT Z`o6M-Cz rtb. • t.41 N -� - SrNfl/4, ('►' r)-1 ((Cs�� e t,.JihdctJ co/key qi b0 c/ -0- c . TYP (/4 Prei.. Ft. FR. AA '61 k.+ FL . SHE -tL V14 -LL i„ , lc ,s Ara • 1 ;) 1 L 1 1 J • ... • _. •.I • i 71,7I. e F i . 4,4 re, w/O,, 1 P T. ':x,6;48 4 c,w, 31' • • 4 • ▪ I 1 r v J of rst__._._ i fait1 . N//to I 0I' & —1' SfNr rel. 1 • 4 (-wet- 1 L_ ..;.._..r 1et6'a.L,I 1 r •1 ., S :. 1, z3 pA4. ,,(\'. • zi TAkSCCS VIJ t J O J J T I T I -6 i p/-6 R.C 4.4 Trci,i e e Zet. `(s. C. tAr Ommenam (cs 4.-L APt s 1, °, rre. IC....15 7i' =i—v WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. 07 °,3 PAGE 74 OF DATE ‘C)BY M T(A) . CHECKED BY PROJECT IC -Act 541T1" UBJECT z8581' ic 4 A L)4LL 2, c t„ -t 096 7 1 F n x 161 r‹; ZCI?e Lir x Lepeiox. al ) (Z x I :006,Ne 1441 1, ES i WinBeam By CAST TIME : 08/06/06 14:54:00 Page: 1 I I Proj.: �0�_a , K iti1q S+ I TITLE: Porch Bm • 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= Hinged support at X= Hinged support at X= 1.000 11.750 17.750 Total number of different materials 1 From X= 0.000 to X= 18.750 E= 1600.000 ksi Total number of different sections 1 From X= 0.000 to X= 18.750 IX= 231.000 Inch**4 Total number of distributed loads : At X= 0.000 W1= -135.000 At X= At X= 11.750 W1= -235.000 At X= * SUMMARY OF THE RESULTS * LENGTH UNIT Feet ; FORCE UNIT : Lb MAXIMUM VALUES 2 Unit lb/ft 11.750 W2= -135.000 18.750 W2= -235.000 * Max. displacement is 0.00151 at X= 0.000 * Min. displacement is -0.00457 at X= 5.875 x$ o1 -L �. 0.0046x ?11� C.0 clC 1 WinBeam By CAST TIME : 08/06/06 14:54:00 Page: 2 I 1 Proj.: 59th Ave S, Lot 2 1 TITLE: Porch Bm _________________ ____ Max. shear force is 867.03567 at X= 11.750 Min. shear force is -950.02770 at X= 11.750 * Max. moment is 1176.36297 at X= 5.875 * Min. moment is -1587.66785 at X= 11.750 TOTAL A?PLIED LOADS • Total applied concentrated load: 0.000 Lb • Total applied concentrated moment: 0.000 Lb Feet • Total applied distributed load: -3231.249 Lb SUPPORT REACTIONS Reaction at X= • Reaction at X= ▪ Reaction at X= 1.000 : Force= 719.214,Moment= 11.750 : Force= 1817.063 Moment= 17.750 : Force= 69 '72 Moment= .4-- / 6%,6X6 p. 0.000 0.000 0.000 Sb Cir tr O �L WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO / 07 O PAGE r'OF DATE I6/o6 BY 7 L� CHECKED BY PROJECT lC CI- e' SUBJECT L444tc.-( 7A-11 14P ie. i • 4760 x 3., 57 ‘). 6-*-//zsft = r6,993 ri 1B+ 1, .x .4 . . o. x....z4a6.. 7 Z. 6 1.110. t i ei .)-x....' — 16. d r, 1 6 ..T " 1,7 367.4 . et2°4 A r July 20, 2007 City 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 #1 Development Permit Application Number D07-159 Rehabitat Northwest — 133XX 32 Ave S 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. 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) 431-3760. Sincerely, R>LQD?(XA4J24P-- Bill Rambo Permit Technician encl File No. D07-159 P:�Pennit Center\Correction Letters\2007\D07-159 Correction Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 18, 2007 PROJECT: Rehabitat NW SFR - Lot 3 PERMIT NO: D07-159 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) Please revise your site plan per attached mark-up. 2) joanna Comments 1 D07-159 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 FILE COPY 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 light 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. B/C. Don Tomaso Fire Marshal City Of Tukwila dtomaso@ci.tukwila.wa.us RECEIVED T �KKWILA IJUN 0 8 2001 PERMIT CENTER Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 b07-1&? 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 D07-159 Rehabitat Northwest, Lot 3 — 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 the 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 throuffh the mail or by a messen'er service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, Enclosures File: D07-159 P:\Permit Center\Incomplete Letters\2007\D07-159 Incomplete Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 May 4, 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 # 1 Development Permit Application D07-159 Rehabitat Northwest, Lot 3 — 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 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: D07-159 P:Vennifer\Incomplete Letters\2007\D07-159 Incomplete Ltr #1.DOC Jcm 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-159 DATE: 07-24-07 PROJECT NAME: REHABITAT NW SITE ADDRESS: 133XX 32 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: --,B�uii��lding DDivisi_or Public Works Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07-26-07 Not Applicable 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: DUE DATE: 08-23-07 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 ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-159 DATE: 06-08-07 PROJECT NAME: REHABITAT NW LOT 3 SITE ADDRESS: 4220 h W2-. I/VI _ Original Plan Submittal X Response to Incomplete Letter # _ Response to Correction Letter #_ Revision # After Permit Issued DEPART��Mj�(ENTS: �#.1 64 Buri' g Divis o Pu lic Wo ksU446,01 ( AO,04"71 Fire Prevention K. Structural Planning Division [� Permit Coordinator D'ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-12-07 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 ROXITING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 07-7 0- 7 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: 1---0' 0-1 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: D07-159 DATE: 05-14-07 PROJECT NAME: REHABITAT NORTHWEST, LOT 3 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 511 '•, 6'14. ol Fire revention E Structural Planning Division ❑ Permit Coordinator C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: DUE DATE: 05-15-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: +, '.j' LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 1:1 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: C APPROVALS OR CORRECTIONS: DUE DATE: 06-12-07 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 ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 �.✓ PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-159 DATE: 05-02-07 PROJECT NAME: REHABITAT NORTHWEST, LOT 3 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 rxi so -'Idei45"3`°1 Fire Prevention I% Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE: 05-03-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: tslottta Departments determined incomplete: Bldg ❑ FireX Ping ❑ PW 0 Staff Initials: '"1/.--1 LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-31-07 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 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila Steven M Mullet, Mayor Department of Comm*, Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hltp://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: 74te0 T Plan Check/Permit Number: Mi (Sl Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner prdjtctNamet /33ys6 32°S Aye «r —L 3 Ptoject Address: 33ec j3 -Lie T �w� t. i)R 484 8 Contact Person: Summary (4797 Phone Number: of /R�evlsion: s t I' e' ,c.r,4s p4 r Pk); ; �osWr.k.Jt�3� £e;Hetio, 15 a �.1 du,- ►-vas /i�L/ . lti:CENEU CITY OF TUKWHA J(JL 24 2007 Sheet Number(s):PtWAIT CENTER "Cloud" or highlight all areas of revision including date of revisi n Received at the City of Tukwila Permit Center by: TLfiitn.� Entered in Permits Plus on �7 pp :cations orms-app'cations on iine\revision submitta Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: littp://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, eta' Date: 'l�B1? Plan Check/Permit Number: k 7 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: .3 2.03 S/31'46 L..,,, ti. `ri414.23,_ i4 9$/616 - t - 5-- Project 'Project Address: 32'3 s/320 Le,,,t!%!{- Contact Person: g..,e144a),'Her Phone Number: 4°4) 932 -73�$— Summary of Revision: Sao. r`lF 171-e lz.yosr« t e t et7dasd Per /7/ Held, ,i e.✓J4 RECEIVED OW OF TUKWI A IJUN o R 20011 Sheet Number(s): "Cloud" or highlight all areas of revision Including date of r vvis n Received at the City of Tukwila Permit Center by: lit --Entered in Permits Plus on le -6i `07 1app1iations\ rms-applications on line revision submittal Crested: 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: flap://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 ma14 far; eta" . Date: 7 Plan ChecWPermit Number: 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: 3 aos 5g ae fa,� e_ la'd Project Address: ..3-56s S/3a"" .tla La / 3 Contact Person: &L.�iCY.i`'/�)Ser-- Phone Number: (24 9c707-735:5— Summary of Revision:% / / / lily. /� / Si ,Lw� �- COK�1/�C� !c).eZ.- �l/G� leA1 lily. 4._ Ps IT g' Sde.0!K :VC>4) Si t f/w P p r 4/ Uel/z-/ RECEIVED LA P AMIT CENFTE: • Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0,5//VAY7 'iepplicationsVorms-applications on Gnekevision submittal Created: 8-13-2004 Revised: BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 3200 • /32. 'i114% 14 J ERMIT # t07 - /59 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 $250 (1) 2. Enter total construction cost for each improvement category: Mobilization /,06C - Erosion prevention Too Water/Sewer/Surface Water /,S-e'o Road/Parking/Access / oo e, A. Total Improvements food 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) $ 02100 (4) 5. Enter total excavation volume Enter total fill volume 'SD cubic yards a S cubic yards Use the following table to estimate the grading plan review and permit fee. on 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 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001-200,000 $269.75 for 1'1 100,000, 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 $ 'a (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 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) 7. Pavement Mitigation Fee 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 $ (6) $ (7) 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. 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 (8) 148 hili(ary Road South P.O. to; -9550 Tukwila,' riA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OP SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 14 Certificate of Sewer Availability Commercial: $100 OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) .Purpose of Certificate: . 0 Building Permit U Preliminary Plat or PUD U Other ❑ Short Subdivision U Rezone Proposed Use: kr Residential Single Family ❑ Residential Multi -Family ❑ Commercial U Other ( Applicants Name: `- - 1 ` �� �` S zq _5��� z ClviA 1WW-R1 �6_,VI Phon ziot.)a�-1k Property Address or Approximate Location: Tax Lot Number: 32oS' S 1'3 2^D L. -Ns 157..---1-1 -9 10 1 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) it �. Er a. SeweService will be provided by side sewer connection only to an existing ( S j7 size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR 0 b. Sewer service will require an improvement to the sewer system of: 0 (1) feet of sewer trunk or lateral to reach the site; and/or • 0 (2) the construction of a collection system on the site; and/or 0 (3) other (describe): 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. Ita. 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. 4. Service is subject to the following: PERMIT: $ 160 a. District Connection Charges due prior to connection: • 9CI- GFC: $ ''Z) SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $6l% 6J7residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required Igi May be Required • RECEIVE() c. Other: JUL 2 4 2001 CORREjTION PERMIT CEN l E_t` 1TID# hereby certify that the above sewer agency information is true. This certification shall be valid for one year from fI9 date of signature/ By <<— Title Dat /n/07 X01-1 59 CITY OF TUKWIL4 . Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Built. n Division: Z06�31•J61A `'4 Public Works Department: 206-433-0174 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: k).7- / Site address (ettach.map and legal description showing hydrant Iodation end size of main); 3229$ S I�2 L�.a� Ibis certificate is for the purposes of: Residehtial•Butiding Permit 0 Preliminary Plat Camrnerdal/lndustrial Building Permft 0 Rezone Estimated number of service connections and water meter size(s): / �i'� " • Vehicular distance from nearest hydrant to the closest point of structure is ft. Area Is served by (Water utility District): 'eWD #' /as 0 Short Subdivision ❑ Other OWner/Agent Signature 1. The proposed project is within 2. No 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: Date ,e (City/County) E E CI FTUKWIIA MAY 14 70l, (Use separate sheet if mora room Ia needed) 4. Based upon the improvements listed above, water can be provided and wUi be available at the site with a flow of !706 et 20 psi residual for a duration of 2 hours ate velocity of /4 fps as documented by the attached calculations. Water aitabllity: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System Is not capable of providing service to this project. 5. I hereby certify Ihet the above information is true and correct. 1'r I n c.. wa#TER: D i ST.* 2-5 Agencf/Phone .fib` —'zq z. -?54x!7 By gpm 151 INCOMPLETE LTR# 5-z-07 This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." - Date • EJwp Pru Cs—z—Dj3) Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 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 08/09/2007 Project Information: Project Address: 13330 South 32nd Ave Tukwila, WA Tax Parcel: 1523049101 Project Number: Project Owner: Rehabitat Northwest, Inc. 3601 W Marginal Way SW Seattle, WA 98106 Contact Person: Chad Detwiller Office: (206) 932-7355 Fax: (206) 933-7355 Direct: (206) 255-3474 Lot S.F.: 51,836 sf Existing Property Stake 7940500010 13322 32nd Ave 5 Dryden, Kevin Proposed Property Stake 1523049074 3223 S 133rd St Duhra, Autar Singh S 89°54'27" E 278.3'CC i 1523049304 3231 S 133rd St Vilai, Vaek DATE: March 01, 2007 w W DRAWING# 2004-014 a _ , AD .AD • Qa •Am .dD .Ae .aD .aD .A° "/�? _' o . ., a .n - _ .QP .'QD•�D •Aa, 'a _ • _ D .QD underground Electric ', ,•,' ',' • •••• 'n•• `A� .. "F°.- ,GD D . ..•L .'Q•, .°e,c .'a. •'e,] .. A:.'L•:. .°d:. .e."d:.ena .'a: .'L•:_°n:_ 'L•e - .-Ce. - "Pa. --e,•na. .. ."fie-'d:. _ _ . e• • $O 26ij �• • `' ^� "A aa• G b � V 6 6 b a D .�L+C -a Qe ae _ J •'Q'D ...LI.; _ , `'A'a y'na •'Qe D .DA'. .Q•e be _ D . ... _. .'Aa _ D .'aa _ •_ PA .'a'c e.a .Pe _ _ _ _ - �Cc .Aa .A'c-Ac .�'Aa . 'n•c .'!x ``Aa• _ - •..dc . _ tc . ':+ sr a6D-D ',4. . e. a - a a :1 -a n :) a - e e �' J J .l !�_ e mac, b"- D n'• e•.°aD °rPe °A;.'•Qe 'aaeama� � aPYne Jse _ •a )}n aQ•.•' 1. W alar _ - �La yl �Le .d.• ° [•�^ a .a`• ,t. � : APS •a a`i , a', �, a. -a}': ,1", 4. ,�, _ a �A.. .Ae. °da ° _ _ _ e Lot 4 - - - -G°. •tr Dta .°Am°., ft • ?a•_ r' t G A r � -IA G J S S• - c a '•a .aae .n'a .'da _ ."dx .°d'• ."da - P• " .•d: .'An .'a:. .C:. d,. .,.. a:. ... .'n:. -..'L, .'r:. ,.. .,. +"e G n Cn. :�•• o N • ate- u�....� d• eJ o b `' .J _ a 'D a a re. J A`- a ,•, =' ' A,a D da D e L n b y ' ,64 . _ A a - Qe: • i395 �AJ:'` "da"C:•"de`, ."dal_ _ ° _ 4•- ,, •• aQa 4L - eQaM1 Sea • b t• G P A C b b n•r b . - lie. - n� • . ao-' •° n n• t`• •" • _ S�,}� �C(`, •aV i er�i a' iaV y Q8 •/R, A :.n Pc r A a .. - _ C] • ar'• ar'c •' • b \ Y _ IV 8 7 4 SF 78 Q 'o L' G• n Q �� t) o t u° s • • r a Sanitary P d a '., e cu4 T ° l•b°B�f2ei°A �ed2 .'n:•-`d: .'n:. .'ne - - -'Lx'. .. 'r: - SCALE: 1" = 10' DRAWN BY: CSD Li2,PPROVED e � a _ e Q 4� aAgr ,,. ,� b }a Parcel Ae Pd • .:a•• as • e • D a a P AP _ aA DJD Aj _ . ,; . _ .•�Ge . . �o' C 9 4 ' ri`. 'd: • . a 3 4 v 4 - - .'ria. 'Aa`. - ."[••e 'da. - .. ��:. : d':. . ,.L� '� a U . - 4 a Q �. tr'a '"D� a6 -DQc Q] ."QD ,''Iii: A4 .°A'D .aQO .DQr. .DQD .eDL lea Vie• 'Q�:a .DDD - AD .t,L AD°.Qc°a'9aAD° DQ: c�D° DQD °.)� LI °QD <<,^• "d DQ• a'e °��'• DL i' `a' ✓,hF 4•:,L s,G` 'da . a. • • a _ de-.. ....- .'ria. dP.. .. .°n.. a. t. At. _ e r e • • - . !.. � Proposed Street 11:7.9y_:. d e . A'e = ' `. spa'. da . ;> .. •L ►"`�.� d':. Pe dx . 'Ce .`A:."! -' _ � ` J d,. 60.075' co Lamp Post ® .r r - ya•"s:. °G~e `dam° ''L'P •_'d"_•. •.': • . ,.': , a .' _ L•e .+ - r.. i Gravel o c'' G-avel Parking Stalls n:•:.•;.,....,,..:....,%:-':. Al ��s`. ,Er) G Parking a I Stalls r G I Q 1 r Q'y. 2 cn 32'-O" ' i ° . _ j�`:'. - '. +a 'd• IVAir : _.d: ee':'b. Inc. - (206) 932-7355 ikwila, WA ' " 15 9 21 /32 I01oo �, n I \`'= 'n 1 . e . a i 76'-4 7/8" bo of til 37'-0" 0 •� `7 . = 'd e . ,ne 'gee y "d'` -`n:•'Ae •-°t a•: . �' _-'n. An d': - ria •-°SP•.°de: "�: :1 -' .'d:` Proposed 3-Bedroom Residence , i �. �i• Sao Lot ° ° °n- n= - L°.4 . a xna`,'R"a° °d �' 1,440 SF Footprint - �! OI • 4_011 59.905' "` • 'nc`°`a� •- Bainbridge Model D �j _,"te`. 6y51 6 SF .. '�L:e • oda`. C~o 3201 S132nd Lane m gym{ J O ci CD _ 71.. co 11 41'-0" .. •"A • L"e'F� !'L -' ; p..adeL.'A::'a:_` .a .'S•• `'FL , 'ee •.`da_� - .'[•e`.' Avn - ir•e Ci..' b,e, p't.a n c! V ct .. 01 .. _. . J`/ •-'nc• A' A 2V' -0" lOj I • •_i ' • '� •� - 101-0" 11•"d. ` 420 -D .'Ar. 76i N f — i . .. Existing ._."d:.5'r.•� . es ,_3" 0 O , " ~ -1 • 3/16 Residence • •d °�• •aAa'r:.'A:'.'a�:• • :°6:. w "A:'.'d: r c H ' h 13330 32nd Ave South \ �. • c. d: ,'dn .'A•:.'dot e:."�•> 7:3j 1523049086 14"-10 3/16" :• '�.�a:.:.�:. a�.si • 1:5! 3233 S 133rd St f:. "q•; _ <1 W Mullet, Steven _ . qb . .-a:. 32nd Ave N 0°1'4" E 165,11' A::ie . .. .'d 140.812' • • .`_ .' O"a Ire Q 76'-9 1/16" [V • �`°d:.c'n:" . e a:.`d:. •• . `a, Ns, T �r y 118.007' •�' ne• . Aa . 5:! p'd'a .°L•a .'A•: `iia � � .y :.:�':� •DAJe .�°G�e ' a, .to e':°•;.T 51 �— 14"E175.01' E 4 76.817' \ \ \ 41.197' _ PAY-.i.•��:..-a et-. � •n. ne i. •� ` . 'Be .. �. '— • .3 '- ti \, ,.... , . .1-, .434 .1 11.883' a 2D'-D" 4D'-6" d- 4 3 IV ..867' 11'-9" .` , , N. \. • • �`• ~---� 201_3" \•Lat2 Permit N . 19'3" 00 " ter) ";:i 1 o) 1@Vt"1 [ Ci%2it subject i o errors and ami , .�••\ ,41-D �w 6, 524 SF 1$'-5 11/16" otic d °mer►#, does noC auttto� . .. � , the violuf°°� ^ n c. r.-1 4� _,.;cd cede or ordtnant , - b-, of app, C c•-:•-• -7:1 J . _ ccnd:tiorts is 31-0" i EY �il� `r Driveway 3,_0"• Date: S Q.. N 84`-10 3/4" Proposed 3-Bedroom Residence 1,780 SF Footprint ! cal Tukwila Lo co 38'-0" Proposed 3-Bedroom 11'-0" Alki el of s i BUILD+ cp O a) 201-0" \3-0 w 84.8 _ Residence 1,826 SF b Kingston 11 Model , 3203 Stl32nd Lane j a cyU tco Eo ,' co 3205 S132nd Lane "' j W � ' co `ci @ 1 /4" "- 54'-6" REVISIONS 151-10° / 15'-10" y 40'-3" Mo changes shall be made to the scope o x -' , �; 1 D'-0" i work without Tukwila prior approval of Building <- N a Division. 3'-0' r j NOTE Revisions will require a new plan submittal -0 t i and tray include additidnai W • plan review fees. Proposed 3-Bedroom Residence • = 1,750 5F Footprint Kingston II Model \ \ / A -1 13332 32nd Ave South 73'-1 1/2"Do- i ,:y INCOMPLETE ( cu �, • ; OI TOW/ILA LTR # co ,. N .� CITY ! MAY 14 PERMIT . 2007 CENTER 1cl E O 'x 0. SEPARATE PERM REQUIRED � ick F.., 76.845' in 23.155' j Q Mbillo Gas POing w N 89°54'26" W 100.00' 'T w 61548 SF i i ! Lot 5 City of Tukwila BUILDING DIVISION q49.995' 129.744' j 85 S F 13 785 • 1523049139 13348 S 32nd Ave• Gordon, Betty Ann 1523049134 3214 S 135th St Roan, John N 89°54'27" W 179.74' 15230491989 3224 S 135th St Gross, Dustin • • 1523049298 Kirkland, William 1523049093• 3236 S 135th St Kirkland, William Project Information: Project Address: 3205 S132nd Lane - Lot 3 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.: 6,548 SF Lot Calculations: Lot Area: 6,548 SF Total Footprint of Dwelling: 1,830 SF Total Lot Coverage: 27.9% Total Area of All Decks: 174 SF Legend Stockpile with Clear Plastic Cover Filter Fence for TESC DS Downspout Location co 41. 0o (0 7 0 0 m� CD Ca 0. CDCD C 7 9/3 41.197' _c soccii• cO 0_, CD 0 O O J w 5PaTion1 of Wi4TEA. SORVICE UNE Is geaiD swKcE wno ia� Dog, NoT INSPECT 203sr&ft D F ThE 6)ti 31.867' n) UJ 2 CD Sidewalk 3'-n" r Proposed Concrete Driveway 19'-3" n /IDS 0 0 J 12'-0" o 0 3'-0" Lot 3 Lot Area: 6,548 SF Proposed 3 -Bedroom Residence 1,826 SF Kingston II Model 3205 S132nd Lane 54'-6" Garage FF = 311.50 L House FF = 312.50 0 N 0 co 1 0) ��Ooo4 0 0 �--f Fni tD32 reE o Efic 23.155' CnDCO00110 •It -5 en g 30 oaa0v CD ()115 49.995' --4-114 rr en :76 CD !'hese pians have been reviewed by the Public \X'orks 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: By: 4 nZ 01 6" PVC Storm Service - Connect to On-site Storm Detention System SDCO #7 RIM = 310.5' IE = 307.00' DATE:August 03, 2007 w c w5 DRAWING# 2006-005 SCALE: 1" = 5' DRAWN BY: CSD APPROVED ,,N,G Cows nek1-vo SS�.,>/, . Sewer x; pviov -rot `off vo 4 ° wt e tA..cf— s,ilA y2�v"�3 �. L t ' "� sly lie. Te,,wi i +- 5' Swale/Storm Easement ?Ion 0 .yr,!57 () ZULU 0) cis RECEIVE AUG 0 6 2007 PUBLIC WORKS D07- 159 6" 6" 12" Project Information: Project Address: 3205 S132nd Lane - Lot 3 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.: 6,548 SF PLAN VIEW NTS Lot Calculations: Lot Area: 6,548 SF Total Footprint of Dwelling: 1,830 SF Total Lot Coverage: 27.9% Total Area of All Decks: 174 SF Legend Stockpile with Clear Plastic Cover Filter Fence for TESC 0 DS Downspout Location infiltration trench PLAN VIEW NTS 4" rigid pipe %4444'sV C V overflow splash block level 11"•%.4— washed rock 1 1/2" -3/4" filter fabric varies r\ -5-)n f\)ri n n < a n "1/N3 "rYfine mes screen 10' min 1' mir •1' mir sump w/solid lid roof drain 5.0min E_I d\\_ CB sump w/solid lid compactedtrackfill 4" rigid Pipe SECTION A NTS washed rock 1 1/2" -3/4" cO ! 9/32" 41.197' SP CPC 0 0 .45 00 Sidewalk 19'-3" 31.867' w 00 0 ID re - 3" z.0 3'-0" 3'-0" KC/SWM New Design Manual Figure 5.1.1.B. Typical Downspout Infiltration System 12-0" Proposed 3 -Bedroom Residence 1,826 SF Kingston II Model 1.) 3205 S132nd Lane 54'-6" 1 cNi Garage FF = 309.50 Cr1 4 CO House FF = 309.50 oDS ID2 I II 1 g-11 23/32' 23.T 5 0-g =0) ffQ 01 71 42.. (0 0 42' ',C 0 ' 0 — 0 a 13 3 2 CD = < -60 0 o 7 E 6 Ei 3 ff co F z a m = ck 6" = Lot 3 6,548 SF 49.995' CD CU 0 M 5'- 0 0 0 - Mi Typ 51',1 Catcn 5''0" sin - 8 7 RECEIVED CM OF TIJKINILik MAY 0 2 2007 PERKGENTER DATE:April 19, 2007 DRAW1NG# 2006-005 SCALE: 1" = 10' DRAWN BY: CSD APPROVED 0 C) cb 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: VB 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 •1/2" CDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8D @ 6" D.C. AT PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" 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 ICBG 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 IS 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: ETHE 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 50 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 ELBOWS2 50 4 INCH 25'-0" 4INCH 70'-0" 3 50 5 INCH 90'-0" 5 INCH 100'-0" 3 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 LIMIT3 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 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 OFTUKWILA MAY 02 7007 P 9s-CENTE3 N DATE: April 19, 2007 w rn w DRAWING# 2006-006 SCALE: 1/4" = 1' DRAWN BY: CSD APPROVED CO CO 1.0 N N c\I Q N V V; (13 0- g p Z r rrirr CO M a) IS Ct N ti -\- 1• 5/4" x 4" @ All Exterior Corners 1�� � .1i IIiHI i■-_ • iiiiiim �rIkM lei ilr1 4(LtXa, 1Ii0� 0111i_ ■1111■■1i■.11 11111■o mi1i■ml■1i■■ _ i Nr III. IIIc klir IIIIIC T 2x8 Band Board 2x6 Above 5/4" x 4" Sides and Below Typ All Front Windows 2x8 Band Board ■ Abgeali L T L_ .L J C 1 C 1 Front Elevation Weave Shake Corners — \- 0 Co Final Grade _I — _ J 6 - Final Grade --- Rear Elevation I, J L 11 - 0 L N 1- n Hardi- Panel Soffit Full Wrap 5/4" x 4" © Beam & Post L L Left Elevation Dbi w46 -J L L�1-1 — — — –7 J _L L Right Elevation —1 Final Grade J r -- 1- CITRECEIVED II.A MAY 0 2 7007 PERVIITCMTER 71- r"";' 7 m o L N co w rn w IY DRAWING# 2004-004 11 d' w J 0 co DRAWN BY: CSD APPROVED 0 ' ^ c N CO N CY) C/) cs d7� C0 N � N �..1 1 g a) 2 a o ZJ c) �- Q N Ct CY) 6'-0" 34'-0" 21'-0° 13'-0" I 1 1 1 ' 4 av a vY4 ° p• v. p a p^a • 14.4t. Garage Stab Above 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4° Granular Fill. Slope 4" toward OH Door. L " 0 I I 4 Y av D ca. I a D! 1 D_ 44 pv D 6y as 4 la la 1 1 a. • 4 4 . pv� + 1'1 I-1 61 Y1 ,1 1,1 w I !' 41 9 1 1+1 dp 1' 1 °1 1 6I NI 4:1: T4I Porch (Above) N 4 4 ° v 4 • aQ 7.4 a t 11'-9" 4 14, 4x10 Beam Supported by 4x4 PT Posts over Continuous Footing (Typ) Crawl Space Area 6 Mil Black Vapor 1 P °l!l ql 1' Iv .a�V4° v Y 11 t d ° vp`V41 r r L 4 Crawl_SpagMata 6 Mil Black Vapor h 4 13'-8" 4 �° 6 0 4 A. D 1 pv �, D 6• .d as 4 • , a NI 4 40'-0" K0r g ton 110 M0ci00 You rid atooi Man Ventilation Calculation: Per 2000 IBC, 1 square foot of ventilation for every 150 square feet of crawl space. Total Crawl Space Area: 1289 sf Total Required Ventilation Area: 8.59 sf (1289 / 150) Total Area of Ventilation per 7" x16" Foundation Vent: .78 sf Total Vents Required: 12 \\ 4 v In J 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 Double Joists or Blocking at Partitions Above. 9. Provide 15" x 7" Foundation Vents with 1/4" Corrosion Resistant Wire Mesh as Required per Code. 10. 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. 11. All Beams to be 4 x 10 (see Notes Sheet for Lumber Strength Values. Unless Noted Otherwise. 12. All Posts to be 4 x 4 (4 x 6 at Beam Splices) Typical UNO. 13. All Isolated Spread Footings to be 18" x 18" x 6" Thick with (2) #4 Bars at Bottom each Way. Typical UNO. Glazing Schedule: PRODUCT CODE R.O. SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 48X30 HORIZONTAL SLIDER R.O. 41-0" x 2'-6" 1 0.35 10 10 3.5 36X60 SINGLE HUNG R.O. 3'-0" x 5'-0" 4 0.37 15 60 22.2 48X18 HORIZONTAL SLIDER R.O. 41-0° x 1'-6" 2 0.35 6 12 4.2 48X48 HORIZONTAL SLIDER R.Q. 4'-0" x 4'-0" 4 0.35 16 64 22.4 48X60 HORIZONTAL SLIDER R.O. 4'-0" x 5'-0" 1 0.35 20 20 7.0 60X60 FIXED PICTURE R.O. 51-0" x 5'-0" 2 0.34 25 50 17.0 24X60 SINGLE HUNG R.O. 21-0° x 5'-0" 2 0.37 10 20 7.4 14X80 SIDELITE R.O. 1'-2" x 6'-9 1/2" 1 0.34 7.92 7.92 2.7 24X48 SINGLE HUNG R.O. 2-0" x 4'-0" 1 0.37 8 8 3.0 36X36 HORIZONTAL SLIDER R.O. 31-0" x 3'-0° 1 0.35 9 9 3.2 48X36 HORIZONTAL SLIDER R.O. 4'-0" x 3'-0" 1 0.35 12 12 4.2 48X42 HORIZONTAL SLIDER R.O. 41-0" x 3'-6° 1 0.35 14 14 4.9 60X48 HORIZONTAL SLIDER R.O. 51-0" x 4'-0" 2 0.35 20 40 14.0 WINDOW TOTALS 326.92 115.7 GLAZING % = TOTAL GLAZING AREA / TOTAL HEATED AREA 326.92 / 2269 14.4% AVG LI -VALUE = TOTAL U -VALUE / TOTAL GLAZING SF 115.7 / 326.92 0.35 Pre -Engineered Trusses @ 24" o.c. -fes 2x4 S (This ck-Fra ed 24" o. Roof nly) Pre -Engineered Trusses @ 24" o.c. Roof Fr m11 ig ?Dan 1)osq RECEIVED CITY OFTUKWILA MAY 02 7007 PERWSTCEMTER DATE: April 19, 2007 DRAWING# 2004-004 SCALE: 1/4" = 1' DRAWN BY: CSD w cc 0_ 0 0 N 34'-0" 20'-9" 13'-3" 0 Zo 4X6 Post 5 1/8" x 12" -GLB Upset in Wall Above . ine of LFlbbrAbove= _ 4X6 Post ti N 4'-0" x 4'-6" 4x10 B r Double Joist Double „-Dist 6X6 Post Den/ Office CPT Covered Porch 4oncrete) 6'-0" Double_Jois1s 2 -Car Garage Provide 26 Gauge Metal Strap anchoring Water Heater to Wall., Gas Fireplace unb=of FIQor Above _ _ 5 1/2" x 10" / PSL (Flush)' 9 1/2" I -Joists BCI 5000 1.7 @ 16" O -C. Family Room CPT 18" Utilities Platform D Ie_ Joist 4'-0" 2'-8" SD t \ o 3'-1" SD ' \/\ of 9 1/2Q' I -Joists BCI 4 16" O.C. QIQr 0 0 co Q �Q c 6'-O" O iA x 9 1 Foyer 2'-6" U 14 Risers _p 7.5" 5 1/8" x 10 1/2" GLB Above Formal Living Room HDW Double -Joist Half Wall 36" High 9 1/2" I -Joists BCI 5000 1.7 @ 16" O.C. 4x10 Beam Flush w/ ITT 29.5 Hangers (Typ.) Pantry c0 2l-7" jr,CV 1 CQ 0M 1 0 6'-6" 4'-0" x 1'-6 4'-611 -'-0" x 11- "311 14'-311 / Kitchen Tile B33D 4'-O" x 5'-O" O co 0 N En Eating Nook Tile 2'-0" 0 3'-0" U 0 Formal Dining c0 Room HDW 13'-0" 28'-0" 8'-011 4'-0" x 4'-0'-5 1/2" 13'-5 1/2" 3'-0" x 3'-O" 1 (9 0 1 0) Cr) 4'-0" x 4'-0" 10 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 1 OD at 6' 0.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. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" G.W.B. 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" 0.C. typical UNO Plan shows direction. 18. Ceiling Joists to be 2x6 at 24" 0.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. 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. 25. ) Denotes Bearing Point and Hold Down Location. 0 Voce air Area Summary Basement Floor: N/A Main Floor Plan: 1,319 sf Upper Floor Plan: 1,481 sf Total Area: 2,800 sf Garage: 495 sf Decks: 261 sf \ 4 ti a \ \ 0 / 34'-0" 8'-3" 6'-11" 3'-0" x 3'-0" 1'-7" 6'-2" 2'-0" x 4'-0" 10'-7 1/7 Bedroom #3 CPT i so Closet 9 2'-4" b 9 N Closet 6'-0" 9'-0" Bedroom #2 CPT \-- a zd- x 9 2'-0" Linen Closet S 31-7" 4x 0 4x10 Heade Above Main Bath Vinyl 2 Laundry Room Vinyl CV r U"x'a SS 6'- 4x10 Header Above 2'-1" 1/2 Wall Open to Below e e lazing w/ S44" - 2'-1 1. 2 4x10 Header Above Glazing All,/ Safety GI O s re``'`' BATHROOM Tile W.I.C. 3`-'T (D 0) SD 2'-6" 21_9' N b SD 4'-2 1/2" 0 2'-0" 16q 3'-1' 3'-6" 3'-0" r 2'-1" \ 2'-1" co / 3'-1' 2'-6" / Master Bedroom (Vaulted Ceiling) CPT 4x10 Hea� Above 2'-1" 7 15/32" / 11'-2 7/32" 2'-4 1/2" 1, 2'-4 1/2" 1, 24'-6" I' ▪ 1 4'-0" x 4'-0" 3'-6" 28'-0" K g toon DD Modell Upper Moor Plan in 9 4 0 r • CD 9 p. 1." r.J j •" `) 0f7.,' Upper 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 shall be 2x6 w/ R-21 Insulation UNO. 5. All Frame Nailing to satisfy IBC. Block all Plywood Edges and Nail with 10d @ 6" 0.C. Typ 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. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" Type "X" G.W.B. 11 Denotes Solid Bearing under Concentrated Loads. Use (2) 2x4 at 4" Walls UNO. 12 Finish all Ceilings with 5/8" G.W.B. 13. Provide 26 -Gauge Galvanized Sheet Metal Flashing Above Windows and Door. Typical. Lap Building Paper over. 14. Fasten Multi -Lam 2x Beams per IBC. 15. Ceiling Joists to be 2x6 @ 24" 0.C. typical UNO. 16. All Voids to be Fire/Draft Blocked per iBC. 17. All Tubs and Showers: - Fireblocking between Studs - Limit Shower Flow to 3 G.P.M. - Waterproof Wall to within 70" Above Drain Inlet - All Glazing within 70" Above Drain Inlet to be Safety Glass - No Vapor Barrier behind G.W.B. 18. All Smoke Detectors to be 110 Volt Interconnected w/ Battery Back-up. 19. Provide Continuous Handrail at all Stairs a min. of 1 1/2" away from Wall. RECEIVED CITY OFTUKWIIA MAY 02 ?11117 I�ERi'Y'i ITCEM' R Lc) DATE: April 19, 2007 uJ cr) W DRAWING# 2004-004 DRAWN BY: CSD APPROVED C) 01 V- 1 9 co 0 Co ;r 6x12 Composite Shingles over 15# Building Felt above 7/16 OSB plywood over on Pre -Engineered Trusses @ 24" O.C. (T 12 6x12 -R-38 Attic Insulation Mit tit :li' illi lltfI i}iitill t?ill1Lli}litlil LAUNDRY ROOM 6x12 BATHROOM �R-38 Attic Insulation 2 CAR GARAGE Exterior per Elevations ove 7/16" Sheathin over 2" x 6" Studs @ 16!- O.C. w/ R-19 1/2" GWB Typ @ Exterior Wall UNO Stairway built per Interior Stair Deta FOYER Floonng per oor an over //OSB Subfloor over 9 1/4" TJI-joists �iTZ T t t�iYi t i ` hist iTunianiiTustitTgi anti tintiustitin Tstinns x ." Mesh Crawl Space Ven (TYP) TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 1/2" SOUNDBOARD 7# BUILDING PAPER AIR INFILTRATION BARRIER 7/16" SHEATHING 2x STUDS PRT PLAN @ 16" c.c. R-19 BATT INSULATION OVER 1/2" SOUND CHANNEL 5/8" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 9 1/2" LSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING LEVEL OF FINAL GRADE SHALL REMAIN A MIN OF 6" BELOW EXTERIOR FINISH EXTENT OF EXCAVATION BACKFILL Line of Continuous Fooigng TIGHTLINE STORM DRAIN (4" SDR35) SAND STOP CONCRETE FOOTING S`n 1111 ■ -.d dab =-RI ii ERWEEMIRIFINURIIIEu n u u uTER =WIPE= -- —\ co T Framed 18" — \— Utilities Platform b N \ --\ Building Section BASEBOARD TYPICAL I -JOIST FLOOR SYSTEM: 3/4" T&G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" a.c. w/ FULL BLOCK WHERE REQ'D 1_1 IT" FILL VOID WITH BATT INSULATION 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 3"X3"X1/4" WASHERS PER SHEAR WALL SCHE 12" MAX. & 41/2" 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. " POURED CONCRETE WALL EMIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE A vn M 0 O 4" 8" r 16" 4" 4 0 0 0 c c 0 D c O #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) •"- REINFORCING BAR CONTINUOUS 8" FOUNDATION WALL W/ CRAWL SPACE -8" Minimum Headroom Clearance 0 w 0 Q 0 0 0) .0 0 z 0 FLOOR JOISTS PER PLAN BATT INSULATION PER PLAN 13/4" T&G OSB SUBFLOOR GLUED & NAILED I co 1 1/4" Dia Min Handrail 1 II IaMV1 PEa141IN I 2 BOTTOM OF BEAM (2) SIMPSON A24 FRAMING ANCHORS @ EACH POST SOLID BLOCKING 2X CLEAT ON EACH SIDE P.T. POST PER PLAN 6 MIL VAPOR BARRIER A n M 1 1 Guards to Comply w/ IRC Section R312 1 16" (2) #4 BAR CONTINUOUS CONTINUOUS FOOTING (Not to Scale) Spacing between Guards shall not allow the passage of a sphere of 4" or more. Tread 10" Min r r 2x4 Thrust Block Interior Stair (Not to Scale) (3) 2x12 Stringers Fireblocking @ Mid -span Landing (if Required) to Conform to the 2003 IRC R311.5.4 Beam per Plan Below Stairs install (1) Layer 1/2 G.W.B. on walls and ceiling 7 4- (2)#4 #5@15"O.C. FOR 8" WALLS; #5@12"O.C. FOR 10&12" WALLS BAR "a" MAINTAIN FINISH GRADE AT THIS LEVEL FOR AT LEAST 8' BEYOND SHEAR KEY FACE CONC SLAB WHERE OCCURS @18" 00 0 ///�/•c� WATERPROOF WHERE REQ'D 0 12" 10" / MIN/ KB A B 0 18" MIN. WASHED CLEAN GRAVEL #4@18"OC A r�A A (1)#4 4" PERF. DRAIN PIPE ROUGHEN & CLEAN, TYP 12" Diameter Poured Concrete Cylindrical Sonotubes @ Spacing Per Plan Tightline Storm Drain (4" SDR 35) 4" Footing Drain (2) #4 Reinforcing Bars Horizontal Continuous Continuous Concrete Footing L1 t- CONC SLAB WHERE OCCURS RETAINING WALL SCHD. H T A. B D KB KD BAR"a" BAR"b" 3' 8" 4" 1'-8" 10" — — #4@18" OC — 4' 8" 1'-0" 1'-8" 12" 12" 4"@18" 00 — 5' 8" 1'-6" 1'-8" 12" 12" 10" #4@18"-8" 6' 8" 2'-4" 1'-8" 12" 12" 15" #4@14"-8" 7' 8" 3'-0" 1'-8" 12" 12" 21"@g" OC — 8' 8" 4'-0" 1'-8" 12" 12" 26" #4@8" OC #4@12" @12" 9' 10" 5'-0" 2'-4" 15" 16" 26" # @11" O10' #5@15" @15" 10" 5'-0" 2'-4" 15" 16" 33" #5@9" OC #5@12" OC 11' 12" 6'-0" 2'-4" 16" 18" 37" #8@16" OC #5@12" OC 12' 12" 6'-0" 2'-4" 16" 18" 43" #8@12" OC #5@10" 00 ACTIVE EQUI. FLUID PRESSURE: 40 PCF (ASSUMED) PASSIVE EQUI. FLUID PRESSURE: 250 PCF (ASSUMED) FRICTION COEFF.: 0.3 (ASSUMED) ALLOW. SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) 4" Poured Concrete Patio over 4" Granular Fill #4 Reinforcing Bar Horizontal • 2' each way typ @ Patio Slab House Foundation Wall- 'a. L'c, G'Q , A A.� ° n,a ° / =11 11 .11-11 41=1i=11=1 II=1I=TE J- 11==JL1I i II .C.._II T-IL=II 7ITII=I1�--_III [1 SILII LI 1.0 ILMI 11 _ .1=I1=I1 1 =IT 1I-=[1-:.—IL=1=7T 1=— I- 1=-SII It 1 [ikll i[ [I11 #4 Reinforcing Bent Each Way Spliced Minimum of 6" @ Spaced 6" OC. Typ @ Porch House Foundation 16" (2) #4 Reinforcing Bar Vertical @ each Sonotube (2) #4 Reinforcing Bent Each Way Spliced Minimum of 6" @ Top & Bottom of Each Sonotube Typ @ Each Sonotube Concrete Patio over Sonotube (Not to Scale) ED CITY OFFT(IKKWILA MAY 0 2 7007 PERMITOD1TER DATE: April 19, 2007 DRAWING# 2004-004 SCALE: 1 /4" _ 1' DRAWN BY: CSD APPROVED 00 00 Lo N c M co 73 o c N N 1 T— (.5 O c V♦ 1 W �1 }r aL o -� Z rc -43 �co _ca � J 0 O LL 0 H ( 1 ) (2) L11.� _4 — — S.O.G. L. S.O.G. __..._.,._._,.. . Gam,• 4x4 Col w/ 16" x 16" x 8" Footing w/ (2) #4 Rebar E.W. cn (3) L e1 ,_ L` a d • r (4) 9 1/2" BCI 5000 1.7 'L ,� @16" O.C. G" L L Gosea-I- tsit 0 C1,41.* 9s3 V'\ 9 1/2" BCI 5000 1.7 @16" O.C. - MB2 6x10 Cont - rt I 0 0 a) 00 0 0) 0 Bearing Wall Above 4x4 Col w/ 16" x 16" x 8" Footing w/ (2) #4 Rebar E.W. L 9 1/2" BCI 5000 1.7 @16" O.C. 14" x 10" Strip Footing w (2) #4 @ Center -- FDN & MAIN FL FRAMING L 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 FLOOR LIVE LOAD DECK LIVE LOAD BALCONY LIVE LOAD WIND SEISMIC DESIGN CATAGORY 25 PSF 40 PSF (30 PSF BEDROOM)❑ ❑ 40 PSF 60 PSF 85 MPH, EXPOSURE B 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 W. 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'-O" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS 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: SLABS, WALLS 3" 2" 1 1/2" 3/4" { 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 Y2" 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.) Pk/ 'OT gk4 ec .-o/ Cop ly else y p 0 0. U 0 a) 0 O o= LL fl. T co O HGLT7 (2) Trusses @ 24" O.C. 34.0' (3) ( 4 ) 7L81 FB5 9 1/2" BCI 5000 @ 24" O.C. 6 3/4" x 18" GLB (Flush) 7� Double Joist L� I 13 CO ti N 5 01 a x 11.5' 9 1 /2" BCI `5000 1.7 @ 16" O.C. co LL CV cy)) x i CV� ITT2.06/9.5 Typ _ 1 Double - CS16 - Joist (BM to Rim Joist) 2x6 Rafters @ 16" O.C. UPPER FL FRAMING & MAIN FLOOR SHEAR WALLS 9 1/2 BI 5000'. 1.7 @ OPN'G 4X4 Co\ STHD14 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. 4.5' II II II II II II 4 q= - Double Floor Joist FB1 3 1/8" x 10 1/2" GLB 9 1/2 BCI 5000 1.7 @ 16" O.C. Double -- Joist II II II 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, FcII = 2,900 PSI, Fc 650PSI, AND E=2.0 E, UNO. JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS-JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR O.S.B. (2) ROOF SHEATHING TO BE 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 INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. r-, 4x10 4x10 1 .7 2x4 Rafters @ 24" O.C. FB4 Double Joist 9 1/2 BCI 5000 1.7 @16"O.0 / FB2 — [r _.. Double Joist N N C x 3 1/2" x 9 1/4" PSL N 9 1/2 BCI 6000 1.7 @ 16" O.0 9 1/2 BCI 5000 1.7 @ 16" O.0 7.5' 3.5' 5LI ' N o Z Z d7 w ZQ EZ= W O W�J� gi Lo z w p LL O�OW Z Q PROJECT: Q� z I- � ❑ O w❑� w Z z L.C. J Z "0 0 N Z < M r CO U) < H =o0 W N M -0 J 5 L 'CS16 @ Window' Comers HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. 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" OC 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. RECEIVED CITY OF TLJKWIL,\ MAY 02 707 PERIIITCEMER oes c0) ❑� Q w � Z ,, W I— Z0�'z QOfThrYJ Z � W W.Z LI- EL April 19, 2007 REVISIONS: S- (2) — i6- 0 x Ridge 15.8' _L Girder Truss Trusses @24"O.C. Q -x (3) 4x10 11 Jack Truss -s @24"O.C. (Hatched Ar -a) /. CS 16 DSC4 c(Drag Strut Connector) -- -Girder Truss Ridg_e 22.5' L.r C` I1 (D T L 0 4.4 ----- --- 4x10� - lL 7 P1 — - Trusses @ 24" O.C. 6.8' L- 4x10 0 r L Lri N -='Th-P-1 6 10 L ROOF FRAMING & UPPER FLOOR SHEAR WALLS CS16 Typ 9 A) (g) D) ff MARK P1-6 SHEATHING NAILING (NOTE S 3&5) SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) BLKG OR JOIST TO TOP PLATE (NOTES 4, 5, & 11) BOTTOM PLATE TO BLKG OR JOIST (NOTES 5 & 12) 3/8" M I N 8d @ 6" O.C. ,ws 3/8" MIN 3/8" MIN 8d @ 4" O.C. 8d @ 3" O.C. P1-2 P2-3 P2-2 3/8" MIN 8d @ 2" O.C. 3/8" MIN, EACH FACE ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) 5/8" ANCHOR BOLTS @4'O.C. 8d @ 3" O.C. G2-7 G2-4 3/8" MIN, EACH FACE 1/2" GWB, EACH FACE UNBLOCKED 1/2" GWB, EACH FACE UNBLOCKED 8d @ 2" O.C. 5d COOLER @ 7" O.C. (NOTE 6) 5d COOLER @ 4" O.C. (NOTE 6) 5/8" ANCHOR BOLTS @3'O.C. Q, C07 V' 5/8" ANCHOR BOLTS @ 3'-4" O.C. 5/8" ANCHOR BOLTS @ 2'-6" O.C. (NOTE 7) (NOTES 7 & 8) 5/8" ANCHOR BOLTS @ 1'-8" O.C. (NOTES 7 & 9) 5/8" ANCHOR BOLTS @ 1'-3" O.C. 5/8" ANCHOR BOLTS @6'O.C. 5/8" ANCHOR BOLTS @6'O.C. (NOTES 7 & 9) 15/32" M I N 19/32" MIN HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) 8d @ 6" (NOTE 3) 10d @ 6" O.C. (NOTES 3 & 8) 15/32" M I N 8d @ 4" (NOTE 3) NOTES: UNBLOCKED UNBLOCKED BLOCKED 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) RECEIVED CITY OT(JKWILA MAY 0 2 7007 PERENTGENTFR N C• W O zz0 � r Lm 64N c = W a' W H —Jth W 00 'Zpd z(C)�N Z �- w,_pu- OwO r z Q H w a UPJ — _I W ❑ O w�� W z ct O Q z -0 0 ~ N z co co C) < �..._ =00 WCJ C) April 19, 2007 REVISIONS: i.Xkp!i:4$ 06/05 07 SHEET S2 1YHqi RECEIVED CITY OFTUKWILA MAY 02 7007 P:_f ; ITOIFMTER N ' O UZW� z a� r W of =W�' 0 W N— —I cz W�� ZN io z Zco ❑ W �OLL 0 ' Q W Z April 19, 2007 REVISIONS: S3 WALL PER PLAN \ 16d@9" HOLDOWN SHEAR WALL PER PLAN 2X RIM (1 3/4X LSL FOR TJIFL),UNO PER PLAN 16d@9" (2)2x RIM (1 3/4x LSL FOR FJ PER PLAN 3" MIN, FOR SPLICED FJ ;, `III ', ST PER HOLDOWN PER PLAN 10d TOENAIL @8" OC SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE 5/8"%%c A.B. @3' O.C. P1-4 WALL, @ 5' O.C. ELSEWHERE PER UPPER-- S.W. EDGE TJI FL), UNO // (CONT. FJ ALLOWLD� EM NAILING , #4@18 OC E.W. 10d SOLID BLK'G TO MATCH OWN STUGS ABOVE 2x BLK G (TJI OR LSL v ° 7 DL6,4LN ° 7 //A Y// \ FOR TJI FJ) PANEL 4X4 PT W/PB BASE & TOENAIL @8" OC �' I , BC CAP, UNO ROUGHEN & S.W. EDGE NAILING 2x4 MIN SCAB W/ (4)16d TO - \ // WA' CLEAN, TYP z\ EA ELEMENT IN LIEU OF \ FL BM SEE PLAN POST CAP (TWO FACES) z •' o • (2) PANEL BREAK � o v o a `y 4X4 PT W/PB BASE & \ `' FL JST PER \ (2) `° o //A/A` z • " z FL JST PER PLAN ���/�`� ° F. ° F. //'�/ \ BC CAP, UNO 3" / 6" 3" \ PLAN FOR FTG PER PLAN FOR@ PER LOWER NAILING E SIZE 2 ROWS 16d 12" O.C. p v - o L. v e - #4@l2" OC • #4@16" = @ r / / ! // a �o'v o00 , v o v vv o , OC SIZE AND REINF. //r�/r` ° ° %�/�/�� STRIP FTG PER PLAN \ SHEAR WALL o� o° vy v°O° o a ° (2) 4" 8" 4" /N'/\ PER PLAN 2 ROUGHEN & CLEAN 5 3 4 / / 2X6 BLK'G W/ EQUAL, 24" MAX A23 CLIP EA HOLDOWN SHEAR WALL PER PLAN 8d@4" OC 2X W/(3)10d TOENAIL BLK BLK'G _� PER END LOW ROOF WALL, SHEAR PER PLAN 8d@ 4" PER PLAN 16d@9" / / 8d @ 4" OC / (6) 10d TO BLK'G STUD WALL a ›- ~ T , , 8d@4�� OC �` UPPER (2)2x RIM (1 3/4x LSL FOR HOLDOWN PER PLAN OC PER S.W. EDGE TJI FL), UNO ) �� ,•'r NAILING SOLID BLK'G OUTRI@ IGGER TO MATCH HOEDOWN STUDS ABOVE EA BLK'G 16d@9" P1-6 WALL; 1 � GABLE SHEATHED 4'MAX OC END TRUSS AND NAILED BUSS PER PLAN 45° MAX 16d@6" P1-4 WALL; 16d@3" P1-3 WALL; 16d 2" P1-2 WALL;001/0 2X4 MIN 3 ROWS LEDGER W/ 16d TO EA (4)10d rI 11�� ����� i! _' =+ �''�*Fr T10d @ 16d@12"WALL ELSEWHERE \ J STUD TOENAIL @ 8" OC M N TO MATCH SHEAR WALL • • (3)16d TO EA STUD 2X LEDGER PANEL BREAK \ ROOF TRUSS H3 @ EVERY 4� PANEL BREAK FL JST PER PLAN FOR SIZE SHEAR PANEL NAILING WALL EDGE SHEAR WALL PER PLAN \ 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 PER PLAN OTHER TRUSS - RAFTER PER-, r PLAN W/ (3)16d TOENAILS TO LEDGER• PER 2x SOLID (TJI FOR TJI FJ PER PLAN LJ u LOWER J S.W. FL) BLK'G @ 48" OC WALL PER PLAN EDGE NAILING 3 16d TO O NAILS EA \ 2 ROWS 16d @12" O.C. SHEAR WALL PER PLAN \ ROOF TRUSS PER PLAN BM PER PLAN BALLON BRACING FRAMING IF DIAGONAL SHOWN ABOVE IS 7 $ g r:3 R r 10 OMITTED 6 BLK 8d@4" OC 16d a[79" O.C. 1/2" CDX 8d @6" O.C. �r PLYWN ' j SHEAR WALL, PER PLAN 12" MIN GIRDER (DRAG) TRUSS (2 PCS MIN), 2500 # / CAPACITY 8d@4" OCBLK'G, 2X BLK'G W/(3)10d TOENAIL PER BLK'G (4)10d EA BLK'G � � / 2X MIN DSC4 DRAG CONNECTOR STRUT PER PLAN TYP __ 2x4 W/ (2) 12g x3" WOOD SCREWS TO EA. LEDGER � --� • SHEAR WALL, PER PLAN WIND��W OPNe• , SHEAR WALL, PER PLAN 711111111111110' Williffilm' VT _,r RAFTER (OR - i` �__.� �� > TRUSS) PER PLAN/ ---1 ---° 1.1111 I,1 0 1 1/2" PLYWD GUSSET PLATE W/ (3) 6d MIN TO EA 2x ELEMENT TRUSS STRAP PER PLAN hial- FL BEAM 10d TOENAI t 1 3/4"x RIM JST PER PLAN FL JST PERDRAG @8" O.C. PLAN 2x SOLID (TJI FOR TJI N x LEDGER W/ 2 ROWS 1/4"x4" LAG SCREWS @ 16' O.C. (TO RIM JST OR STUD), TYP STRAP PER PLAN, TYP @ EA CORNER /\ FL) BLK'G @ 48" OC 10d TOENAIL @8" OC S.W. PER PLAN WALL PER PLAN 12 14 11 13 15 1YHqi RECEIVED CITY OFTUKWILA MAY 02 7007 P:_f ; ITOIFMTER N ' O UZW� z a� r W of =W�' 0 W N— —I cz W�� ZN io z Zco ❑ W �OLL 0 ' Q W Z April 19, 2007 REVISIONS: S3