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HomeMy WebLinkAboutPermit D07-206 - REHABITAT NORTHWEST - LOT 4REHABITAT NW LOT4 3201 S 132 LN D07-206 City6f 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.: 1523049308 Address: 3201 S 132 LN TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D07-206 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 Tenant: Name: REHABITAT NORTHWEST - LOT 4 Address: 3201 S 132 LN , TUKWILA WA Owner: Name: REHABITAT NORTHWEST Address: 3601 WEST MARGINAL WY S , SEATTLE WA 98106 Phone: Contact Person: Name: CHAD DETWILLER Address: 3601 WEST MARGINAL WAY 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: NEW 2078 SQ FP SFR WITH 495 SQ FT GARAGE AND 175 SQ FT DECK PROJECT ON WD #125 WATER AND VALLEY VIEW SEWER. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, EROSION CONTROL, LAND ALTERING AND STORM DRAINGE. Value of Construction: $220,186.38 Fees Collected: $4,860.22 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 **continued on next page** doe:IBC-10/06 D07-206 Printed: 08-07-2007 City oTukwila 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: D07-206 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 25 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: Profit: N Private: AA. Public: Non -Profit: N Public: Date: 0/11/44451- I /1 - I hereby certify that I have read and -x• , d s permit and know the same to be true and correct. All provisions of law and ordinance: governing this work will be complie • 4 , w er 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 regulatini construction or the perfo ce of ork. I am authorized to sign and obtain this development permit. Signature: Date: S/07 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspende, or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07-206 Printed: 08-07-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 1523049308 Address: 3201 S 132 LN TUKW Suite No: Tenant: REHABITAT NORTHWEST - LOT 4 Permit Number: D07-206 Status: ISSUED Applied Date: 06/08/2007 Issue Date: 08/07/2007 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 D07-206 Printed: 08-07-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila 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: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 23: 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) 24: Adequate ground ladder access to rescue windows shall be provided. 25: Maximum grade for all projects is 15%. 26: 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) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511.1f you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***PLANNING DIVISION CONDITIONS*** 30: Prior to fmal approval, the additional plantings required as part of the short plat application (L05-038) must be planted. This includes one tree in the front yard and the ten foot planting strip in the rear. 31: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 32: 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. 33: Contractor shall notify Public Works Utility Inspector at (206)433-0179 of commencement and completion of work at least doc: Cond-10/06 D07-206 Printed: 08-07-2007 24 hours in advance. 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 34: 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. 35: Any material spilled onto any street shall be cleaned up immediately. 36: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 37: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 38: 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. 39: 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. 40: Prior to FINAL PUBLIC WORKS INSPECTION developer shall pay King County San Sewer Capacity charges in full and submit payment receipt to Tukwila Permit Center. 41: Water service line requres onspection since WD #125 does not inspect downstream of the Water Meter. **continued on next page** doc: Cond-10/06 007-206 Printed: 08-07-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 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: "0144e Print Name: t�� VW,` !Cr - Date: 0/7 doc: Cond-10/06 D07-206 Printed: 08-07-2007 %up' CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Igip://www.ci wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** // King Co Assessor's Tax No.: IV- 3O / ql a 1 Site Address:_lb-g-1-61 � / � ' � Scut ''1 �t* y Suite Number: Floor: Tenant Name: Reicx17:4J-1 J ,e 4 Mc_ New Tenant: 0 Yes ❑..No Property Owners Name: .h�...4- avauies ii TA.) Mailing Address:.gr.c2D1 G.3. if/A.1 41a 4 ),,,y S IJ Citystate CONTACT PERSON - Who do we contact when your permit is ready: to be is Name: ' i,r{!er Mailing Address: _3(o0I &).14.1).k.)41 4) �.'Iwl S E -Mail Address: Cl��;�tirr-}k &J/1 98ic, Zip Day Telephone: ��.ro)1j3,2 - 7.3 Ss sf_dife w141 9grZ City / State Zip Fax Number: (�0) 513-? ` 235-5- GENERA:L.CONTRACTOR INFORMATION (Contractor:Information for Mechanical (pg 4). for Plumbing and Gas Piping (pg 5))> Company Name: j 1 4 L rT"m,oe S( Mailing Address: ac) I NJ1kl Atar-5;,uaf /,�e�, Contact Person: Nj ie)./►e/ E-mail Address: dad efe4 3 4 ilior4WeST .c •� Contractor Registration Number: i-' /i A 01 97-3 4)4 1-8iG City State Zip Day Telephone: 93 73$-g- Fax Number: (20A) 9.3.3 - %3SS Expiration Date: o57ay/9 ARCHITECT OF RECORD -- All plans must be:wvet: stampb ed y Architect of Recc Company Name: L's' Mailing Address: City Contact Person: Day Telephone: Fax Number: State Zip E -Mail Address: ENGINEER OF RECORD - All ..................................:..............................:............... ............................................................................... Company Name: ttis_ guy war, . Mailing Address: /42. /60 iloe. 1c'r Contact Person: itrusidto E -Mail Address: At„o hic.m aOt�l e o,eo.+ti Q:\Applications\Forme-Applications On linea-_ - Permit Application.doc Revised: 9-2006 bh 614A-11/4 04- 007 City State Zip Day Telephone -APS)'/ ?-1a7 Fax Number: (NZS) y$ri - 09.P7 Page 1 of 6 • .BUILDING PERMIT INFORMATION.- 206.4330670 Valuation of Project (contractor's bid price): $ (gSOC1D Existing Building Valuation: $ I`/4 Scope of Work (please provide detailed information): i342-c4t9 —? &Ler Will there be new rack storage'? ❑ Yes 0.,.No If yes, a separate permit and plan submittal will be required. Floor; 2nd Floor ......... Floors :';I thru.. Basement Accessory: Structure* Attached Garage D tacked Garage:: AttachedCarport Detached' Carport Covered Deck Uncovered lick Provide All Building Areasin Sq;Etare 1F'ontage $elCrw Existing Interior Remodel:: i Addition to, Eiistrng Structure Ito(8 /16‘40 0,078 NA 495' ijI 0/A /J / 7S� R-3 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: A Lot Area (sq ft): le, 17g Floor area of principal dwelling: / 4i$ 7 Floor area of accessory dwelling: '�-�%Q *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: ? . Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .......Sprinklers ❑ Automatic Fire Alarm None❑ Other(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper inducing 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 Scope of Work (please provide detailed information): LOt�tirK.c tL til -'i SF R. c,J/ s Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet Water District ❑ ...Tukwila 0...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ... Val Vue ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System - For on-site septic system. provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size -22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑...Hold Harmless - (SAO) ❑ ...Hold Harmless - (ROW) proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use - Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right-of-way gj....Total Cut pis cubic yards ❑ .. Work in Flood Zone ...Total Fill SO cubic yards ❑ .. Storm Drainage Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Grease Interceptor ...Cap or Remove Utilities ❑ .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water gJ ...Permanent Water Meter Size... 5A ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size 0 ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public WO # WO # WO# Private Private 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Q:1Applications\Fonns-Applcetions On Line \ -2006 - Permit Appli ation.doc Revised: 9-2006 bit Page 3 of 6 MECHANICAL PERMIT INFORMATION - 206431-3670: MECHANICAL CONTRACTOR INFORMATION Company Name: a Q r- eituL1ch AD,.9 S!' ci5p Mailing Address: Po ( 2-0 Contact Person: E -Mail Address: n Contractor Registration Number: CAST L i4 A OSSA N /OA q/ a City State Zip Day Telephone: (..*) 89 7 —g(o Fax Number: (360 j $`f 7- $373 Expiration Date: WS/o' Valuation of Mechanical work (contractor's bid price): $ 7,000 Scope of Work (please provide detailed information): ( LA) 5 4s �.1� N� %,eaek )ZcS Use: Residential: Commercial: Fuel Type: New .. Replacement .... ❑ New .... 0 Replacement .... 0 Electric 0 Gas... Other: Indicate type of mechanical work being installed and the quantity below: Unite: Typ Qty Unit Type: Qty Unit Type: - Qty ::Bailer/Compressor: Qty Furnace<100K BTU . Air Handling Unit>10,000 CFM Fire Damper 0-3 HP/100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 5- Thermostat I 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent 1 Hood and Duct ) Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Q:'Applications\Forms-Applications On Linel3-2006 - Permit Applicetion.doc Revised: 9-2006 bh Page 4 of 6 1.PLUMBING AND GAS PIPING PERMIT INFORMATION :2 1-3 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T°F A Mailing Address: 317 /5 3P2 -r? E Contact Person: -I-4J TtiCO W 0. City State Zip Day Telephone: 5 c696-1 )&q -9901 04 grggS E -Mail Address: Fax Number: Contractor Registration Nutnber: 13 l� q `i i { (.(,• Expiration Date: 173//t)7 Valuation of Plumbing work (contractor's bid price): $ /O 000 Valuation of Gas Piping work (contractor's bid price): $ r rr'' Scope of Work (please provide detailed information): sk4U Ace_LO p(c *i4L:3 6err/4 ce Cr 551-1. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): R-3 Utility Purveyor: Water:k) Q -tl 10 Sewer: V�Xe Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: _ Qty Fixture Type:: Qty Fixture Type: <C ty :Fixture pe: Y,. Bathtub or combination bath/shower 1 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks 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: Wpplications\Forma-Applications On Line'3-2006 - Pennit Application.doc Revised: 9-2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in 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 103.43 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 .�UTI�QRIZED AGENT: // Signature: G../ Print Name: L) II e4, f L e Mailing Address: 34DC-)I tk.)• 1 ti ( 6.) y 513 Date:d�o7 Day Telephone: Co"7355 tog qvex City State Zip Date Application Accepted: 1 6 [ V Date Application Expires: 1)-r‘ �` GU(q Staff Initials: n Q:Applications\Forme-Applications On tine3-2006 - Permit Application.doe Revised:- 9-2006 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R07-01621 Initials: WER Uses ID: 1655 Payee: REHABITAT NORTHWEST, INC. Payment Date: 08/07/2007 Total Payment: 8,049.44 SET ID: 0806A SET NAME: REHABTTAT NW, LOT2 SET TRANSACTIONS: Set Member Amount D°2,71,94,. -.A 3,681.34 DQ7,r..,206 3,188 .60 M07-123 235.00 M07-133 194.00 PG07-154 401.00 PG07-164 349.50 TOTAL: 8,049.44 TRANSACTION LIST: Type Method Description Amount Payment Check 2389 ACCOUNT ITEM LIST: Description 1.... Dr."OL.T.Q !1Q TOTAL: 8,049.44 8,049.44 Account Code Current Pmts BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT/INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000/322.100 4,636.18 000/322.100 176.00 000/322.100 388.00 000/345.830 127.50 000/322.100 488.00 000/342.400 47.00 000/342.400 150.00 000/386.904 9.00 104.367.120 2,027.76 TOTAL: 8,049.44 2: 4' 2`i 98 /08 (9710 TO1 AL 80.WtL 4 T City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http.//www ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R07-01080 Initials: WER User ID: 1655 Payee: REHABITAT NORTHWEST, INC. Payment Date: 06/08/2007 Total Payment: 7,693.45 SET ID: S000000786 SET NAME: REHABITAT SET TRANSACTIONS: Set Member Amount D07.r205 , 1,874.61 7b0/=-20,6 ;.1 1, 671.62 D07-207 1,874.61 D07-208 1,874.61 M07-132 41.00 M07-133 41.00 M07-134 41.00 M07-135 41.00 PG07-163 42.00 PG07-164 64.00 PG07-165 64.00 PG07-166 64.00 TOTAL: 7,693.45 TRANSACTION LIST: Type Method Description Amount Payment Check 2241 ACCOUNT ITEM LIST: Description n..,.. orrcrmc TOTAL: 7,693.45 7,693.45 Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000/345.830 6,393.45 000/322.100 1,000.00 000/345.830 300.00 TOTAL: 7,693.45 9143 06/08 9716 TOTAL 7693.45 INSPECTION RECORD Retain a copy with permit INSPECTION 0. pr,,- NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: / 7 ` e Type °/—%kn /t/� / Address:Date )20/ S 13.2 Lr1/. Called: Special Instructions: Date Wanted: © '.m n mor SCJ/ Requester: Phone No: ao4-,39/ -7533 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ri ;I- 19(64 Inspector' Date: / (t.)d it El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -4=V - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION'" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 // (206)431-3670 Project: 4A(ot'4AAtlW Type Inspection: f'' of -F—,ii- Address: 320 1 s 13? LN Date Called: Special Instructions: Date Wanted: -z9-c a.m. Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: ms c.) (. `,.iJ,,x L( i tI g_(l \ c-ljtt ) r`,s-ers P G W- 1; Sre S tiavL `f �0(oc*3P 7) ( . tJk21C fn-yi �P d^ Wtt_-JC.c_ f k -v Jj Inspect f Date:5-_ z J� lcf 0 $58.00 REINSPECTION FEE SQUIRED. 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 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 4/7-2de Project:PA 6 i 4 TYp ionx / 11b v Address: Date Called: Special Instructions: Date Want�: 07/'2.%0 a.m. Requester: f_ Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: } I 0 REINSPECTION FEE REQ RED. Prior to inspection, fee must be at 6300 Southcente4- Blvd., uite 100. Call the schedule reinspection. eipt No.: Date: / 5 - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit PERMIT 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -36 Project Ac"/17/ !4 A / 44—( TYp�e 1On cls _revs Address: Date Called: Special Instructions: Date Wanted: 1 7_. Wanted: m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMM TS: !1 Date: // 2706 0 REINSPECTION FEE R UIRED. for to inspection. f must be Id at 6300 Southcenter Blvd.. uite O. Call the schedule reinspection. R; eipt No.: Date: INSPECTION RECORD -- Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Projectn — - Type of Inspc.7: Ra..t lie -d/ 4.5 (4,s • Address: Date Called: Special Instructions: Date Want9d: / 1, PALt. Requester: Phone No: proved per applicable codes. Corrections required prior to approval. COMME 4k f $ REINSPECTION FEE R UIRED. Prior Prioi4o inspection, f e must be at 6300 Southcenter Blvd. Suite 100. Call the schedule reinspection. Re ipt No.: Date: INSPECTION RECORD Retain a copy with permit /J 72G, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Project /�h4 Z/ 1 Type of Inspection: c////,ba/9ira Address: Date Called: Special Instructions: Date ;antetl: /O l2� p C n'• Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto /1.414? /z/deDate .00 REINSPECTION FE�REQUIRE 9. Prior to inspection. fee must be aid at 6300 Southcenter vd., Suite 100. Call the schedule reinspection. R"ceipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - Pro' t: /i%�/./ /4//v M?/ Type of Inspection: . \J Gri4//72///1/U Address: ?20/S/-72 ) Gv Date Called: Special Instructions: Date W�niec�j �G� ///C �:rry. `-gym. Requester: Phone N :zc�G-3 / - 73-3 Approved per applicable codes. El Corrections required prior to approval. ENTS: Date: 7z J / $..00 REINSPECTION FE E REQUIRED Prior to inspection, fee must be Blvd.. Suite Id at 6300 Southcenter 00. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr elt:Type h4 b, ��r-f In pection: 4/g44.n Address: Date Called: Special Instructions: i /i - Date/Voted/3 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: $ 0 REINSPECTION FEE ' EQUIR,�ED. dor to inspection, fee must be p ' at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy,with permit DO 26 PERMIT NO. Projects �//�- RP`isIOi'T// Type of Inspection: .- Type /-- %2/1/11//V 6. Address: _32O / s /32 Lk) Date Called: Special Instructions: Date Wanted:, �rIT O .? /(-7 f'm. Requester: Phone No: x.20&-39/-753.3. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date ,1 0 ❑ 0 REINSPECTION FE REQUIRED. rior to inspection, fee must be p - id at 6300 Southcenter vd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: • /D INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: Xe'h,/ (3 i 411 A/6t, Type of Inspection: r,74n4,-tv-e7 Address: _.3 2 0 / S 692 Lk' Date Called: , , „ , ... Special Instructions: Date Wanted: , ie.." / a.m. Requester: .',.. Phone No: 206,-39 / - ___. / - ,- ,--,, 1 . z.- ElApproved per applicable codes. %..1:1Corrections required prior to approval. COMMENTS: / / ) . , , „ , ... / .',.. . , i i / „(.; i r. i,, ., c" ., ___. / - ,- ,--,, 1 . z.- ' {,' / : ' / " ,' t : _ , z. t..., ' (--," 1/4., / i ,' i, • -- f -5: ..- - ;7 C"'" ` 4 '''• -7<:1 ."' i ------ ----- (' Al / -5 5 -„,c; /.; 76 t',/c `e, /,I I ." ./..) .7 -,-' „„7.-.,-, 1,, ./- / ` ------3-\\ )/ (/: , ., ,,i,-,./,..,, (.4.,..,-, 4 ,i1 pi.; ,55„,- 4. 1 :c ri' Al' -. ._i_ ;7__ / . 1 ' i V 41,1 L/ 1 t , 11'.11) (1 +/ e"i3 f. eliTta.--t) ,‘) 4//,c. d/- (. ,--tt:, -e_,.--.4 I I ,- ii) i •-(- - •_.;der` 0,- ..5 Y. i ',--- (1, I.:, /"' _ I spect Date: /0 - -36 54.00 REINSPECTIO FEE REQUIR D. Prior to inspection. fee must be Odd 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 Projec / i /�--4 ,/ Y Type of Inspection: \ �'O9 �, /& Address: 3�1 ,c,. /32 Date Called: Special Instructions: • Date Wanted:�—�y— �, a: m: Requester: Phone No: 2-€:6 —33/-753 ElApproved per applicable codes. ElCorrections required prior to approval. OMMENTS:H COMMENTS: '-) H-a , CAPGi" 7Sf i`, ,AHP'/'" /U: ^ Gi1-•*--, % Gmfr oJ/., ' c % w% /.. /t-: G,�f 1-. /G/ W-oY /j, 7/!v/O" (.4, _ ` p Date, $8.00 REIN i rCTION FEE REQUIRED. Prior to inspection, fee must be paid at 630Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit DOTX-6 PERMIT NO. (206)431-3670 Proj NP k46,'/ Nth Type pf spection: Q sh /�, „ ,,, s/ Address: 320 / S" /32 L. - Date Called: Special Instructions: Date Wanted: / e—) 07 /a.m. \p.m: Requester: Phone No: v C,z s S-- 3y->(/ Approved per applicable codes. E1 Corrections required prior to approval. CO MENTS: 5 he',//4/.4, -5A(11/ 444AI /1 „j /p58.00 REINSPECTION E REQUIF aid at 6300 Southcenter Blvd., Su' eceipt No.: Dat -67 D. Prior to inspection, fee must be e 100. Call the schedule reinspection. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro' ct: / � A/I/i <1 . //4j Type of Inspecti I X20 'Shea MM.,. Address: ?20/ S 437 /i11 Date Called: Special I structions: Date Wanted: F- 2 5 - % P.m. Requester: Phone No: 2o& - 25s 3 y 7y Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: �Insptor: -R /ZG. $58.00 REINSPECTION FEE R paid at 6300 Southcenter Blv Receipt No.: Date: UIRED. or to inspection, fee must be Suite Call the schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4t100, Tukwila, WA 98188 7-ZO1i q, - PERMIT �o. PERMIT NO. (206)431-3670 Proje • 1 /• P/PIO/ T 1/?' / �/l/i/'-�[5�te" Typ f Inspection: 5/e:441.64 Address: 2-o/s/37 2A1 Called: _ _____ Special Instructions: Date Wanted: a.m. 7 Requester: Phone No: 22- a_55-31/ 77 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) s it /$5/ f 5--//ifl$ 7 v7,33iv2 AL,/ /s fr nspect 2 2^'" f /AA"-, � ..A ---i X58.00 REINSF{ECTION FEE REQUI D. P " r to inspection. fee must be paid at 6300 Southcenter Blvd.. Suit 10 . Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit C�U ZD INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Fro t: rh�5/ l� r/ n1ly Typeof z.-/Axirr Inspection: /OU/ Address: � 3j / i32 LAI Date Called: Special Instructions: Date Wanted: :. Requester: Phone No: r o'— 39j- 9g/ VApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: 3)- 6-7 .00 REINSPECTION F E REQUIRED rior to inspection, fee must be id at 6300 Southcente Blvd.. Suite 100. Call the schedule reinspection. R ipt No.: Date: INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 DO 7- ?06. Project: it /246,71/14 //w -4c-/ Type of In� ecti Z,AKfr7J%00 v Address:Date 32 O 1 5^ /3 Zia -J GN Called: ,.) /1// S S i'v ion /J4//s iti Special Instructions: Date Wanted: - 3 0-6`7 4.' p.m. Requester: Phone No: " 3 crij—J SC/ ElApproved per applicable codes. ‘13Corrections required prior to approval. COMMENTS: % /74ss,k.)6 flaeheV 6d-/ s 4 S f� ,.) /1// S S i'v ion /J4//s iti /6/ PO 4./6 7-. 7&t,�,C Data; ,'3U -In 00 REINSPECTION FE� REQUITED. Prior to inspection. fee must be aid at 6300 Southcenter lvd.. S 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit PER�NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: to e0 -1)(4/1-&-t- I/ Type of Inspection: Address: / Date Calle :/.... Special Instructions: Date Wanted:a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Dateg%) : —zi $58.00 ' EINSPECTION FEE R } UIR Prior to inspection, fee must be paid : t 6300 Southcenter Blvd., uit 100. Call the schedule reinspection. ece' • t No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,097-2& PERMI CITY OF TUKWILA BUILDING DIVISION ' O. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projec . / �k4., 7- Type of Inspection: 2.-e? > /rte/i,G., 4 Ad ress: azo/ /.32 L -k Date Called: Special Instructions: DateWanted•y., a,m, 2,/ Requester: Phone Ns= - 3 '-fi6,r 171 -Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 'Inspector Dat A—AA REINSPECTION FES RE r UIRED. rior to inspection. fee mus"tbe id at 6300 Southcenter Blvd., Suite 1 0. Call the schedule reinspection. (AAA A Receipt No.: Date: INSPECTION RECORD etain a copy with permit �•.I� ' Iii INSP`Q%r. O, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36'0 Project: th .°/.y /4'1 AJ 6-/i U Type of Inspection: ` �- ooT/"./ 4, Address: 3,2-0/ S' /32 C.j Date Called: Special Instructions: ()A // rt ,• Date Wanted: (4- /'V- 07 Requester: Ph4op e No: ' 'Approved per applicable codes. E1 Corrections required prior to approval. Dae�,�/ Cl"? El $ :. , 0 REINSPECTIO FEE REQ RED. Pri r to inspection, fee must be d at 6300 Southcenter Blvd.. S to 100. ll the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)43 1 -3670 Project:,Type �b/ /4'7' of I pection: t- UO7 Al 6 Address: 32) /-/32 [-,v Date Called: Special Instructions: / Date Wanted C_a'r 52' Requester: Phon o: -_ �i(O'///- J C'3 7 >/ Approved per applicable codes. COMMENTS: rrections required prior to approval. tia RF/ i) y Datp, ?"-Ti -- _� / 0 REINSPECTION FEE QUIREIPrior to inspection, fee must be 'd at 6300 Southcenter Blv .. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ?o7- 2)G PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, TukOla, WA 98188 (206)431-3670 Pro' ct:/-(!_ , -y // I 2/f — T Type of protippli ` 1► ac. Address: 3A91 5 /3? ivy/ Date Called: d6d/�-/os- Special Instructions: Date Wanted: 0.51�il%�' •.m. �� Request E CC .( r Phone No: 958x9-5a9l oApproved per applicable codes. Corrections required prior to approval. Qv€ -11y< jv/A P;?„ - S/2 kk -r-(y\a-4 COMMENTS: Inspector: 6A) Date: /24-7dy El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: 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 1)0 -2-(k) Pro' c� L ir Type of Inspection: p (..„, Ad ress: 2 01 S- 14 2- [.-ti Date Called: Special Instructions: • !o -r LI Date Wanted: a.m. p.m. Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: JO Voc -1-.A,c-1, c; ur-QA_. al) -7(42, -f J c,,,k . I, I , i ?-/Z(U 8 UJ ri I Zc % tiuT 4 (2, /c c -e « '. . (- t Nor —4i- t u 1 KI_Qad, CoA j (ec ,t. Inspector: Date: JJ $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 O'-7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Project: 10' , Type of Inspection: J Corrections required prior to approval. COMMENTS: Addrg s' -__--- Date Called: L ys Special Instructions: LO/ ' .1"-( Date Wanted: r_, \ a.m. p.m. Requester: 54)---: -E) (c-i&A....73--- -In Phone No: 17 Inspector: 0 $58.00 REINSPE paid at 63000outh Receipt No.: , Date: x 7 c/ �J/ ) ION FE EQUIREt Prior to inspection. fee must be enter B d., Suite 100. Call the schedule reinspection. Date: Approved per applicable codes. J Corrections required prior to approval. COMMENTS: ------___7 . -__--- ( VC -1 1) . c3. -1-(- r Lam{ -_, (CA -L-444--cl c. in cp c,r(i(),:, -E) (c-i&A....73--- -In f , d \ A, ,_ J Inspector: 0 $58.00 REINSPE paid at 63000outh Receipt No.: , Date: x 7 c/ �J/ ) ION FE EQUIREt Prior to inspection. fee must be enter B d., Suite 100. Call the schedule reinspection. 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 �O7-ao1, Project:, gdiGc6r t<.c.1 --tre V Type of Inspection: b Address: 5,V1 0-2 l c,ne Date Called: 6ij2y/07 Special Instructions: Date Wanted:: i. Requester: nitie Phone No: 2o& 5//— 78 / ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: /v/n f 5, i 1I�tk,v,k(w ijA (4wTi t)f( Inspector: G?k) Date: 9)L_/) $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: ty‘f rf\GI;ia-41 \\t/ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: Address: Suite #: 3 Zul 5. / 53"I "4- Contact Person: 4 -eve Special Instructions: NdNg Phone No.: ZD(a- z-5-5--- 3L/ -q FX1Approved per applicable codes. nCorrections required prior to approval. COMMENTS: F')Zg' F -/g, L off. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 131-1 510 Date: z/z%g Hrs.: j -hr \I'( $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. i Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 "WANG ENGIN 1+'LK1N(T, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 r r , .1013 Nit DATE ./1//07 BY M PROJECT "!A 17'1 1 V 1 det 1 SUBJECT Roo rnur. r yr CHECKED BY r r , Laite4....I :$5C-$.. L. TriLyxs zrr P5t, F23 - . z.s- � '` � = ..C.. #L�! permit .Nb. r Fla A --17:31767q1 . RECEIVED M1 r JUN 1.8 f007 �'ERMI� CENT�� "WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NU. 1..../ / ---- / l'Alit, 4.. ur DATE °)3Y r-41,4,3 CHECKED BY PROJECT &ANA for di e I N e 1 SUBJECT , 0,4 Wt. t 01- ILL - LL. rxid 27.r A >4t .243i iffe 3060 1(732,(0 /R4 Hi:4V 4;000 )e st, /PO 14101, ft 7 kre 8 74445i- t y ...... r pts 7- • t pg,t age4oi z -41-2,e 074 WANG EN GIN EEKIN ti, INC. AM r CONSULTING ENGINEERS DATE C /07 BY er TA) CHECKED BY PROJECT !12i1' TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT ft. 1f 1 f I are qL TUi o " / ... P (J. • (1- oz. / q2. fro • /IAA 101. ••••• 1711 ILO wwietr Qeyer a7r03 19273 TJ-Beam(TM) 6.10 Serial NumDb ss User. 1 1/20/05 5:21:44 PM Page 1 Engine Version: 1.10.3 FI Jst over Dining Rm 9 1/2" TJI1D110 @ 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 1' 712'6 13' 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 Dead Location Application Comment Point(plf) Floor(1.00) 221.0 205.0 0 SUPPORT$: 1 Stud wall 2 Stud wall Overall Dimension: 14' 7 1/2" Product Diagram Is Conceptual. Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 3.50" 3.50" 774 / 421 / 0 / 1195 El: Blocking 1 Ply 9 1/2" TJI® 110 3.50" 2.25" 348 / 47 / -1 / 395 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® -See TJ SPECIFIERS / BUILDERS GUIDE for detail(s): El: Blocking,A3: Rim Board DESIGN CONTROLS: Maximum Shear (lbs) -686 Vertical Reaction (lbs) 1195 Moment (Ft -Lbs) -1110 Live Load Defl (in) Total Load Defl (in) TJPro Design -676 1195 -1110 0.193 0.071 40 Control 1220 1935 2380 0.316 0.200 30 Control Passed (55%) Passed (62%) Passed (47%) Passed (L/787) Passed (2L/601) Passed Location Left OH under Floor loading Bearing 1 under Floor loading Left OH under Floor loading MID Span 1 under Floor ALTERNATE span loading Left OH under Floor ALTERNATE span loading Span 1 7- -Deflection Criteria: STANDARD(LL:U480,TL:U240). Additional checks follow. -Left Overhang:(LL:0.200", TL:0.200"). -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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of Its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Bainbridge Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJIS and TJ -Beams are registered trademarks of Trus Joist. e -I Joist.,Pro. and TJ -Pro" are trademarks of Trus Joist. OPERATOR INFORMATION: ming wang wang engineering 14735 168th ave. ne woodinville, WA 98072 Phone : (425)489-0927 Fax : (425)489-0927 mingwang2001 Qyahoo.com WANG ENGINEERING, INC. JAB NUij3j/)7 CJ / v `- ?Alit •4 CONSULTING ENGINEERS DATE BY .4 -rc.4 CHECKED BY PROJECT PQ • 12•A SUBJECT FL. J TEL: (425)489-0927 FAX: (425)489-0927 js.f; (D.v: 1,40 1.4 0 ice► Ci..1 4 //, 'x 1/ r. LIJ -40 1.0 • e� Ort//r) x ctRoi . 3-41K _ t' 1.,,c4-12.04t3.3� rs A �y < r r WANli EA1i11VEEK11Vli, 11NC. CONSULTING ENGINEERS JVD 1\V. v V ••F'` a 4'1,41.4 v1. DATE 7' //o BY M Z -J CHECKED BY PROJECT get& 6rd c TEL: (425)489-0927 FAX: (425)489-0927 SUBJECT Ft. • + r + r r , , r , , ✓ r , ctolt t.) • tree; 4.a • • 4M • f-st-, .4 4..41 r4 NAr(5, 4 d.�..=..ate! + 114 4 fikp = °tip j A 1 ttpre re 4 r 1 4 • trL • 7 r 4 r 41.g ...bac .. 1/1,,.'¢.ac.!. z. ze 4 77 t 7 z • • • • r WAIN LT EN IRAN Elii1UrN lig iN U. •( "-, r CONSULTING ENGINEERS DATE 107 BY f `'i f G, CHECKED BY PROJECT G! nrr d b y e SUBJECT JUL) 1\V• a rav va TEL: (425)489-0927 FAX: (425)489-0927 ft-, 9 N1= 0!6 IR -I.:- S4h- ‘41 At. ,41a r • 'Oet. LL^ 4.ox l'c72., , r r 61 7 , r _ 4..X.l� � .ems 0-1'4%6 jt /0 t.ta. tom; i ?.4* F4 V4- Af- r WANG EN GINId:EKIN MC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 4 . R•= -1t:4- RAJ NO. — v. -4w / rm..m. c..1 vr DATE q3i/o7 BY M 'RA) CHECKED BY PROJECT &&'I 6144 1 fr SUBJECT Ft—, r 1 r e/xir- lekrh. =441, 1-)4" , L L rttr. f4.9.)t WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 , t r JUt3 NU. - - rJ%ur. �— ur DATE "/ 31/ BY M CHECKED BY PROJECT gra M 6 `d9 c SUBJECT pc.�... eNt�i�, r-� k 4P4 aY; ' 47'4 •It 3 sou ies4,r 4-0. r 24-.i' , f 4,15 :9`7s Ls.tr (ft_i_t_47).. = 4I i ,e1,6 -pa • 4 !K•yfi • (. i :.it..l. eAtt, 1 // ) - 434 u - WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 1011 NO. - l'AUV, 1 -.DATES1V toi BY kol -rt.) CHECKED BY PROJECTg Wel e. SUBJECT Lalitec,t Li ek) e't . . kleitMe!1/4 24. OOP OMP (N. go. jkL 1 4 ' St , Xt. S& z 1 .r. a4 $t 4. I.D i• = sr 4 . .. 1. r WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 et r r JOB NO. - retur, Lir DATE BY 1-4 TtZ CHECKED BY PROJECT &A 61d, c SUBJECT L 6frr, r>„ i *0/.. 4. -0. $01. • reP4S-il iet) esthz 11, (A) x 3,#)(1 it Mg* t • rerftt- , EC' iLL) /Pg. fCt. 444 7t‘7 .... .. 1 tttitic. (-7' .4..;. 3 61,4 z.1 • WANG ENGINEERING, INC. JIM NU. " (- T , r""m CONSULTING ENGINEERS DATE C-7307 TIJ BY CHECKED BY l a PROJECT Da,1 PI d 't - sumer L Aft TEL: (425)489-0927 FAX: (425)489-0927 ▪ r , r r , PAL IN▪ V 4, O� S f Li so ttyK.; Mar aloo 24.1 'T4, 111 6 crl 1- IMInf 4110-- IMP t6414 rks. d tn. WANG ENGINEERING, INC. CONSULTING ENGINEERS DATE C -4//c BY M T►eJ TEL: (425)489-0927 FAX: (425)489-0927 r r , JOB NO. PROJECT Pimv.-el t' SUBJECT L a f C 1 FAL& ► v OF CHECKED BY r , , , 2.. :3 1 f r .4 k. 3 1. , 14 ne - ¢? ted. :'T 1:4.70. , r , , r . , ) 144 .!4411, 1.4. Sj746....r.6g 33 4 , , 2.43641. } ri- '4 0:6 Al% 1 i,64 -t LA 714 :r7 , 116..1 0.z a 6' + 4 1- ti r r i f 4 4.1 - /43 , r r 5 r r WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 JOB NO. - V 't-' rACit I -r ur DATE:/3 //71BY M .rI .) CHECKED BY PROJECT 66144 ‘1141-1 SUBJECT ack a T = •i` 1.7•x. �•+. .) f-6) st !S X-101r/el) Lis roO• (e tit Fir_ tie 68 141. WANG ENGINEERING, INC. JUti yr CONSULTING ENGINEERS DATES /243 BY P�TIYS CHECKED BY PROJECT A-41 ;IA b rs SUBJECT L G 4- t rev i TEL: (425)489-0927 FAX: (425)489-0927 r , r 5r:L.1 it An • 3.81.1 -tq.2.. �,,, 44' 044 v4,.2 ort . amcitAt .. . -,vt • r r t SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATH'G NAILING BLK'G OR BOT PLATE ANCHOR ALOWBL (NOTES 3 JOIST TO TOP TO BLK'G OR BOLTS (TO SHEAR & 5) PLATE (NOTES JOIST CONC. PLF 4 , 5, & 11) (NOTES 5 & FTG..) 12) PI-6 3/8" MIN 8d @ 6" 5/8 " (Pi@ 4' 213 OC OC • P1-4 3/8" MIN 8d @ 4" '5/8 " cp@ 3' 312 OC• OC P1-3 3/8" MIN 8d @ 3" • DCPLJO o OG`? OCm06g OG`7. 5/8 " 4@3'- 402 (NOTE OC til' DiV00 FM DIn720 4" OC 7) PI-2 3/8" MIN 8d @ 2" 5/8 " (1)@ 2'- 525 . • (NOTES OC. 6"OC 7&8) P2-3 3/8" MIN, EACH FACE 8d @ 3" . OC 5/8 "01:.@ 1'- 8" OC 804 fe,0 (of sru ce) (NOTES 7 & 9) P2-2 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 " @ 1'- 3" OC 1050 (1280ON DF sruw (NOTES 7 & 9) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN . 8d @ 6" 197 PLF (CASE 1) UNBLOC- (NOTE 3) 148 PLF (CASES 2-6) KED II 19/32" MIN 10d @ 6" ' • 234 PLF (CASE I) UNBLOC- (NOTES 3 & 8) 176 PLF (CASES 2-6) KED 111 15/32"'MIN 8d @ 4" 295 PLF BLOCKED (NOTE 3) IV 15/32" MIN 8d @ 2.5" (NOTES 435 PLF BLOCKED 3,7&8) NOTES: . 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE-PINE-FIR, OR BETTER, @16" OC. U.N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS ® 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. - 4. PER SIMPSON STRONG-TIE CONNECTORS. 5. COMMON NAILS, U.N.O. 6. APPLY TO ALL STUDS. TOP AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8.. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS 1 1. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS a 12" OC ELSEWHERE) 44 o VL (Li LX 8 iv.. l - 0 VRuE ( JacIt c 74."o, t _ C 24cli A=1— Commiou TPi.44s Bainbridge Model Roof Framing Plan . L- 13/44 oi. 11.1.1.D� 8 OA ,newt � � T i HD?, 1 clial d�►�,_ r :' " _ , . .4 0 u -2x4 GA 66 0,- Gt.. Gam„ e.t4 yac. Pe crr 21.t0'F Zx c. zero c- k \ Slim I K n USia Psi. 11 13ainbridge Model Upper Floor Framing Plan ••• "i• • • • • 6 0 I 0 • .._ -_. • o . tI-3 - Aa Cr ......- -7— ..,11. " 14- e x . 44a' 0 0 to I 4e1Ct I CO 11 :4 r • • • • !!. •Sr •• • --------- • •;•• •.4 11"0:14.;•,..••0, s.e • • •.4. f • - • ..I • • • • . S.O. Garaae Slab Above r Poured Concrete Slab over dr Granular Fin d Bainbridge Model Foundation Plan rliJf. 3T-0* 10%9 1/2" 164 6-6 1/4' 4'-7j. 3/4' VI, 6-0" x 2-6* 2.41/215.013.4. 6-9 1/4" SO 1/4' 6'4' 6-11" p /-4 6-0* x 3%6" 3 16-0' • 4 3/4" 7 5'-ff x 447 T6' 1 3/4" 3-13/4' 6'- 0 1 3T 1-6 Dainbridae Model Omer Floor Plan (A ppm Ft_ • , 3 1 REDROOM 64 1, PI ',.. sr. • . C 4.s -I I. aEDROOM #2 6 too" 1UMKA IIII, ,, ROOM #3 / 4 - / ..., # 4— / .1/4 za• 7.6* _ EP AU • — 70 es, io,S", .: Half Wall 3' High _..... ,,, PI_ I: Agni OBS 4 I? x b, iF, k . U 9'-611? OPEN TO BELOW . v 7-6* yVALK-IN CLOSET .., N. '1., evi•— Cs 1 e II / , 3'0 x6-0" • . MASTER BEDROOM , 13%0* (3) - f e 3) of, vf i r 6-4 1/7 16-5 Vt`r c"5 -43%x 4'47'Q 1 1: 14 3 16-0' • 4 3/4" 7 5'-ff x 447 T6' 1 3/4" 3-13/4' 6'- 0 1 3T 1-6 Dainbridae Model Omer Floor Plan (A ppm Ft_ • to 39'-0' 37'-0' / 18'-0' 10'-0 11.0 5'-4 8.10 -0 1/2- _ 5-11 tr • 4- / 6'-0'x ILS DINING ROOM by Engineer I-6 5•-0- 6'.0" x -0' 3'-0' x 3'-0' .iiia 5-0' x 6-0 , 1 J U LIVING ROOM 4'-11 314' I1 11 • II I1 I I Ii I1 I1 I1 11 4'-11 314- { - 6-0'x5'-0 � ' Poured Concrete Porch 11 in FAMILY ROOM O P/-6 74' 7.)5 r-8 tv zr FOY BJ 3'-0' 4%0' Crawl Space Access *7 .11L - P!" Tri c.S/6-Pt � A � 7o 4' Poured Concrete r ri .03, Slab over 4' Granular•f' Fill 1ti: • Line of Walis Above Solid Blocking r{ • 16'-0' ti 15'-0' uno 11'-0' 11'-0' 2 p i $ainbridge Model • ,Main Floor Plan -O ( T rr O Gs! PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 17, 2007 PROJECT: Rehabitat NW Lot 4 @ 133xx 32" Ave S PERMIT NO: D07-206 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) Revise plan per attached mark-up. 2) joanna Comments 1 D07-206 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS June 18, 2007 Chad Detwiller D07-206 133XX 32nd Ave S LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted is approved with the following condition(s): 1. Prior to final approval, the additional plantings required as part of the short plat application (L05-038) must be planted. This includes one tree in the front yard and the ten foot planting strip in the rear. PERMIT COORD GUF'Y. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-206 DATE: 07-24-07 PROJECT NAME: REHABITAT NORTHWEST, LOT 4 SITE ADDRESS: 3201 S 132 LN Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division C Fire Prevention Public Works 14/ 6-3'6 VETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete u Incomplete Comments: Structural Planning Division Permit Coordinator n n DUE DATE: 07-26-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: 111 No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-23-07 Approved ❑ Approved with Conditions LJ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-206 DATE: 06-08-07 PROJECT NAME: REHABITAT NW LOT #4 SITE ADDRESS: (4,1 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #_ Revision # After Permit Issued DEPARTMENTS: Bui i g i ision 611 R14 &-15-11 Fire Prevention Public Works Structural ❑ 401'�M -18-01 Y DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-12-07 Planning Division tAtAk 6 -tel Permit Coordinator Complete Incomplete 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 RO ING: Please Route Structural Review Required 111 No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-10-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: -3-01- Departments 3- 01 Departments issued corrections: Bldg 0 Fire 0 Ping 0 Plic Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila Steven M. Mullet, Mayor Department of ComntunUy Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Pax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 7/0/0 T Response to Incomplete Letter # Response to Cortection Letter # ( Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: WI/ - ZO(o PIbjtct Nl1me3 /33Ysc .3Z'-9 aue Project Address: P-0 /`S kw: t,., t4A 9T16 Contact Person: gumor 4 < Summary of Revision: elk! oa\ es a .gun, fga; L4.7 . At 444 re.r.41••145 Phone Number: GG 4sz-7 P4 r- Plt) Id sk 1,,.;J4, / RFCEIvt[7 crry o II :KWi1A 1JUL 2 4 2097 Sheet Number(s): 14 PERM11 ER "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 ? O7 \applications\forms-applications on line\revision 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 3,20 S/3z° f PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Sbc's Erosion prevention SO Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 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) 00 (4) 5. Enter total excavation volume a cubic yards Enter total fill volume cubic yards $250 (1) �vdc) 3,0 o e 75, du Use the following table to estimate the grading plan review and permit fee. the— eater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001-100,000 $49.25 for 1' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001-200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3`18, 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 *1)Ol- 2.0(p RECEIVES JUN - 8 2007 PERMIT CENI-t P.O. box= au Tukwila, WFT 98166 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Commercial: $100 ,k' Certificate of Sewer Availability OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Budding Permit 0 Short Subdivision ❑ Preliminary Plat or PUD 0 Rezone 0 Other Proposed Use: Residential Single Family CIResidential Multi -Family 0 Commercial ❑ Other z.., Applicants Name:nn+ nits (eras) 131-9-Sz9'g C�kad eit �l Reba i Phone.(info) Ria --t 3 -•,5 Property Address or Approximate Location: Tax Lot.Number: 32o1 6 131- ' 1--N l52.3o4-glal Legal Description(Attach Map and Legal Description if necessary): L, d H Part B: (To Be Completed by Sewer Agency) 1. tg a. Sewer Service will be provided by side sewer connection only to an existing f`oe size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: 0 (1) feet of sewer trunk or lateral to reach the site; and/or RECEIVED 0 (2) the construction of a collection system on the site; and/or CITY `).= TUi/I 0 (3) other (describe): JUL 2 4 ?007 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. ti a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR 0 b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 100 a. District Connection Charges due prior to connection: . GFC: $ 4SSO4:42. SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $6 1$70Tresidential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) CORRECTION b. Easements: 0 Required Eir May be Required ' LTR# c. Other: Dri 174. 260 I hereby certify that the above sewer agency information is true. This certification shall be valid for one year frorr 4(ie date of signature. By Liam c Title C//2 Cr, Date .• CITY OF TUKWILA . Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Build Division: Mom sj fin Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: itd address (attaeh.map andiegai description showing hydrant looetion end efts of main); 32oLA ° S P231 T Is certificate Is for the purposes of: 2 Residential Building Permit 0 ❑ Commerdatfndustrial Building Permit 0 Preliminary Plat Rezone Estimated number of service connections and water meter size(s): 0 — Short Subdivision Other Vehicular distance from nearest hydrant td the closest point of structure is /S) ft. Area is served .by (Water Utility District): g- C— iJ i 2. Owner/Agent Signature 1. The proposed. project Is within aTe.c.k rule `a 2.No Improvements required. Date r (City/County) 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: (Use separate sheet 11 more room is needed) 4. Based upon the Improvements gated above, water can be prov ed and.wtn be available at the site with a flow of 17 O% et 20 psi residual for a duration of 2 hours et a velocity of fps as documented by the attached calculations. 5. Water lability: [ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the Improvements In Item 8-2 are met. 0 System is not capable of providing service to this project. gpm RECEIVE' JUN — 8 2007 PERMIT CENTE I hereby certify that the above information Is true and correct. kCtny Co. L)urca Dist. F2-5 Agency hone 2.0ca - 242.-75447 By This certificate is not valid without Water District No. 125's attachmem entitled "Attachment to Certificate of Water Availability." - 07 .1111111 Date Exp; re.5. (5—z—o8) 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 08/07/2007 Private Driveway Legal Description: Project Address: 3201 S139th Lane - Lot 4 Tukwila, WA 98168 Tax Parcel: Project Number: 05-038 - 5 - Lot Subdivision 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) 829-5298 Lot S.F.: 8,365 SF Private Driveway SDCO #5 - Connect N Storm to Detention System IE = 304.5' Proposed Concrete Driveway 20'-0" Lot Coverage: Total Lot Area: 8,365 SF Total Area of Dwelling: 1,487 SF Total Lot Coverage: 17.8% Total Area of all Decks: 200 SF Legend Stockpile with Clear Plastic Cover Filter Fence for TESC © DS Downspout Location Sidewalk 35.09' Garage House FF=309' FF=310' 44'-0" CD 0 w 0 0 N r 4" Perf Pipe to Connect Footing Drains to Detention System 4" SDR35'to Connect Roof Drains to Detention System L 21-3 3/16" 0 10' x 10' Deck r 8'-0" 0) 0 o �� 0 (D � CD (W 0 0 0 Ln 0 ❑ _ 140.812' © 0 15'-10 5116" 80.00' Filter Fence for TESC 15'-0" Wetland Buffer Line 0 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector, Date: By: fA. 0/49/0 7 KC He/ 5 .'er Capac. pL � L�cep s�r,�� /,�..P 0 L) shad- es 54.2.1e b /b�,' ,•..� Spm -AAte 7R'‘442-8 ('Tt4 8,478 SF 5'-0„ 15'-0" L — J Sensitive Area Easement co 01 0) 40'-6" —IG) 03 c o CD K o 0 o cone CD < �-D o0• (D (D fD Crm IV -I t? .s ...<CD c/ o 0 CD a 0 >_ o 1 0 0 0 cp c. 5 U) (n — (n ' 0 0 ' o `gym o 5-D -P,CD o CC) -C 0 0 Cr m 0 0 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY N., Permit No. 6 Plan review approval Is subject to errors and omtsstorn, Approval of construction documents does not author the violation of any accepted code or ordinanC o. Receipt of approve;? Fic:cl Copy £ d;tions i5 acknot vledgedo BY Date: (7 07 City of Tukwila BUILDING DMSION SEPARATE PERMIT REQUIRED FOR: uElectrical WillumbIng las Piping City of Tukwila BUILDING DIVISION REC.FIVED Cp rt JUL 2 4 ?n(+7 CORRECTION �_TR# 1;01- 2.o. DATE: July 23, 2007 w w DRAWING# 2006-005 SCALE: 1" = 51 DRAWN BY: CSD APPROVED a) cs)1r)co L _a N CDM CIT) (43N H c -- A a) a.) _c o z cAelmi N CO CON. N � c� GENERAL CODE ALL REQUIREMENTS OF THE 2003 INTERNATIONAL RESIDENTIAL CODE 3rd EDITION, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING CONSTRUCTION TYPE: VN SEISMIC ZONE: OCCUPANCY GROUP: R-3 WIND SPEED: FIRE ZONE: 3 EXPOSURE CATEGORY: 2 85 MPH D CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. SITE WORK GENERAL UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'-6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL CLASS AND USE F'C A. FOOTINGS B. SLABS ON GRADE MINIMUM SLUMP SACKS/C.Y. 1. AIR ENTRAINING AGENT (3% TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES (4 OZ. PER 100# OF CEMENT ) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 4. WATER TO CEMENT RATIO PER INTERNATIONAL BUILDING CODE. REINFORCING STEEL ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCE APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING STEEL 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER 1-1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER 3/4" 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❑ 1❑ 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 %" CDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" 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 ICBO SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OF AND 12" (MIN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN 1-1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX). R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THOUGH WALLS , FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE -RATED" AND MUST MEET THE ABOVE REQUIREMENT ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER STRIPPED, CAULKED AND MADE TIGHTLY FITTING PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3 VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" 0.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 11. 15% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 IV. UNLIMIED GROUPROUP 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: ❑THE 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'-O" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10'-0" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECHANICAL CODE. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.S.E.C. HVAC EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD INTEGRATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FROM THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. 1. SOURCE SPECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REQUIREMENTS: 1. BATHROOMS, LAUNDRIES, AND POWDER ROOMS - 50 CFM @ 0.25" WG. 2. KITCHENS -100 CFM @ 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 CFM @ 0.10" W.G. (MIN) WHEN USED FOR EXHAUST FAN REQUIREMENTS. B. EXHAUST DUCT REQUIREMENTS: 1. BE INSULATED TO R-4 (MIN) IN UNCONDITIONED SPACES. 2. BE EQUIPPED WITH A BACK DRAFT DAMPER 3. TERMINATE OUTSIDE THE BUILDING. 4. COMPLY WITH TABLE 3-3 ON THIS SHEET AND SECTION 303.3.4. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 3-5 ON THIS SHEET. B. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO R-4 (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: 1. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3-2 ON THIS SHEET, OR B. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.70" WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24-HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". NOTE: KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3-2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (1/2") ABOVE THE FINISHED FLOOR. TABLE 3-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) FLOOR AREA, FT2 2 OR LESS 3 4 5 6 7 8 25'-0" MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501-1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 X9000 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 li ELBOWS 21' 50 4 INCH 25'-0" 4 INCH 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 JUN -6 ZUU1 PERMIT CENTER DATE: May 22, 2007 DRAWING# 2006-007 SCALE: 1/4" = 1' DRAWN BY: CSD APPROVED . o 1-0 1.0 c I 1 N -0 c - V) 1 Q N U c �1 C - VJ 8 1 - CTI co gcl- D J Zo 0 co 0 ao 6x12 30 -year Shingles over of 7/16" OSB over 2x10 DF #2 or Better @ 24" over R-38 insulation over 5/8" GWB. This Roof Only 4x12 12 12 Stick -Framed Shed Roof @ 24" O.C. 30 -year Shingles over 7/16" OSB over Pre -Engineered Trusses @ 24" O.C. over R-38 insulation over 5/8" GWB. Typ UNO 1 !i!��,� 1lI r 1 Weave Corners ■ 11 �•1 111111111411 _—Exterior Finish per Elevations over 7/16 OSB over 2x6 studs © 16" o.c. w/ R-21 insulation over 1/2" GWB typ. @ Exterior walls. Stick -Framed Shed Roof @ 24" O.C. 2x6 W2x2 ! Hardi Panel 2x6 Angle - Cut - 0 5/4" x 4" x— Shake - Weave — — at Corners Co 1 MI IMMO l . T.O. Ridge Line T.O. Top Plate — NT — 0 co T.O. Subfloor — N T.Q. Top Plate 0 0o Y —NTT.O. Subfloor N T.O Footing 3eonb hdp Modal Front C O v t on 6x12 c0 9 co T.O. Ridge L e Roar E D ovat n -Provide 2x10PT for Future Deck Prior to Siding Co T.O. Top \ Plate 9 co \ E 0 d' ' T.O. 0 N Subfloor\— T.O. Top Plate 0 co T.O. Subfloor\� 0 T.O. Footing &I 0 co r) 9 0 \ r co -\ Zo —\ — O co M 9 zzr N 0 6x12 6x12 6x12 6x12 6x12 6x12 6x12 12 6x12 _oft EDovaoon 6x12 6x12 ._1 _1 T R bt Moveton -cDo 2z _-\ co - -\ a co 00 0 \ — Zo b co co RECEIVED JUN -- 8 2001 PERMIT CENTER DATE: May 22, 2007 w w DRAWING# 2004-005 DRAWN BY: CSD APPROVED il a) cn a) 7 .107 -t -co Z }� ()W CT3 -o cp N C]! Co Attach 2x12 using Ledger - Nails - (4) 16d Nails @ 16" O.C. to Wall Studs using LSU26 Hangers NOTE: Ledger to be Blocked in Wall Cavity & Nailed @ 6" O.C. 2x6 Ledger 2x12 @ 24" O.C. Stick -Framed 4x12 Pitch Pre-Engirjeered Tru Q4" O.C. Girder Tr ss W/ Hangers (THA29) @ each Engineered Trus U per Leve Rocl sses s 2x6 24" O.C. Stick -Fra 6x12 Pitc med h 5 Roof Ventilation Schedule: Roof Area: Main Floor: 768 SF Upper Floor: 966 SF Total SF: 1734 SF Ventilation Required: 1734 SF /300 * 144 SI per SF = 832.32 SI Provide 1/2 Ventilation @ Eaves and 1/2 @ 12" Below Ridge Birdblocking @ Eaves: Net Ventilation Per LF: Ventilation Required: 7" x 7" Attic Roof Jacks: Net Ventilation Per Jack: Ventilation Required: 3.5 SI/LF - 25% Reduction = 2.63 SI/LF 832.32/ 2/ 2.63 SI/LF = 159 LF 49.00 SI/LF - 25% Reduction = 36.75 SI Each 832.32/ 2/ 36.75 Each = 12 Jacks \ \ i 37'-0" 16'-0" 37'_0" 33'-6" 7 10'-0" 23'-6" i 16'-0" 11-0" i A ZZ) M DS o N 9 --- - \DS b 4 � e . - 4 D^ 4 4 '4 4 . r 1 Drawl Space Area ¢Mil Vapor Barrier 8'-8" 4'4" 4'4" 7 V CA a--• u) 0 CV 01 4 4 4 4 v 4 4 D r Crawl Space Area 6Mil Vapor Barrier over Compacted Fill i 9'-01" 2'-6" i S 35'-8" 1 1 410 DF Beam over 4x4 PT Posts over 14" x 8" Continuous Ribbon Footing w/ (2) #4 @ Center Typ UNO 0 7 CV C O 0 -4 V : Y 0 us \ \ \ \ 4'-O" 5'-0" 5'-0" 34_51" 4'-311 5'-0" D C 7 -v 4 V .6PAd 4 �\v ✓4 -+ 0 D5 9 � o (0 L 4 4 oC • 4x10 DF Beam over 4x4 PT' Posts over 14" x 8" Continuous Ribbon Footing w/ (2) #4 @ Center Typ UNO 0 N D a. 44.�d •-I . A •1r 4 444 4'-10" 4'-10" I 4 1 �. °v .a . p `4 . Q , G'd -17 .. "4 4 D Covered Porch 4" Poured Concrete @ 6" Above House Foundation Wall i 5'-O" 4'-O" _ ..V p -xi'-r'�Q—px•59 ���r.�4�Q q r�r� ': Sj=c6• q? - .er 421' +- • -4 / / 2'-0" 51_011 / 5'-0" � G. =N=„7:4„7,7--4,-,-.744-1-=7° Crawl Space Area 6MiI Vapor Barrier over Compacted Fill 4 42 0 7 CD- U 0 -1 4 4p CV T V l � v 7 _. a D -1 N 4' r T -< ado1S 1d/118/ 1. M D . 4 D y-- a v_ 4 oD� 4, ❑ a e _ 4 d- ❑ 4 _40 p� 4 - a 11'-0" Holddown Schedule H PAH D22 41 .r— ;y • 4 1 1 a ado1S 1d1.8/1 2 1/2" 2'-911 2 1/2" / 11'-0" f 4'-0" 1 4 garage Slab Above 4" Poured Concrete Slab over Granular Fill 16116" i 22'_01 - 4 v (0 ©DS 2'_4" .� 2 1/2' 2'-9" 2 1/2" 11'-0" i 7 37'-0" e rill g Mods° o 11 cl.t00n Nan Ventilation Calculation: Per 2003 IRC, 1 square foot of ventilation for every 150 square feet of crawl space. Total Crawl Space Area: 1011 sf Total Required Ventilation Area: 8.59 sf (1011 / 150) Total Area of Ventilation per 7" x16" Foundation Vent: .78 sf Total Vents Required: 9 Basement Plan Notes: 1. Contractor to verify all notes, demensions, & conditions prior to beginning construction. 2. Provide Adequate Supporting Blocking over all supports. 3. Install 4"x10" headers over all openings unless otherwise noted (U.N0). 4. Posts to be 4"x4" @ Beam Joints on 90# felt. U.N.O. 5. All Footings to rest on undistrubed soil. 6. Soffit, Vent, and Insulate all cantilevered areas. 7. Install Simpson Concrete to Wood Holddowns 1 1/2" from corners and Window Rough openings. Also see Manufacturer's Specs. 8. All wood in Constact with Concrete shall be pressured -treated. 9. 2,000psf assumed soil bearing capacity shall be verified in field. 10. See plan notes for additional notes. RECEIVED JUN - 8 2007 PERMIT CENTE 11. Use 5/8" x 10" Anchor Bolts with 3"x3"x1/4" Washers @ 48" O.C. U.N.O. 9 DATE: May 22, 2007 w LL DRAWING# 2004-005 SCALE: 1/4" =1T DRAWN BY: CSD APPROVED co 1.0 MM� coJ -0 � N aGo N N Ci Cr)V, a) 70 "t co tO 1(5 < C13 -0 N Ct ce) 1 37'-0" 16'-0" 10'-0" 111-0' 10'-5 1/2" 3'-8 1/2" 1'-10" 5,-3" 5'-0" i 101-011 5'-0" 2'-3", (2) 3'0 x 4'6 SH Mulled 4'-0" x 4'-6" x 31-0" DINING ROOM 8'-6" _== be=S+zed= by Engineer U 0 LIVING ROOM Vaulted 4'-11 3/4" 0 C) 6'-0" NOOK II II II II II II II Beam to be Led bEnee 2'-6" 2'-0" L'areuf Efoan Abate 4'-11 3/4" i 1 5'-6" 5'-6" 4'-O" x 4'-6" 0 1 0 \ \ 2'-6" • L FOYE sb 3'-0" (2) 3'0 x 4'6 SH Mulled Poured Concrete Porch 111-0" 4'-O" 15'-0" 1'-11" 2'-6" 1/2" Crawl Space Access 5'-11 5/8" 7-10 1/2" 2'-8" 6'-0" x 4'-6" FAMILY ROOM /3'-0" pp 2'-p" 2 POWDER ROOM 6'-10 7/ 3'-3 1/2" i 51/8x18" GLB Flush 7'-4 3/8" aI 1 1 2 CAR GARAGE 4" Poured Concrete Slab over 4" Granular Fill Line of Walls Above 'Solid Blocking 16'-0" 11'-0" 11'-0" 11 37'-0" aurtibr dga Model Main, Floor plan N O C0 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 IRC Block all Plywood edges and nail with 10D at 6' O.C. Typical all Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 8'1" this Floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" G.W.B. 11. Denotes Solid Bearing under Concentrated Loads, Use (2) 2x4 at 4' Walls UNO. 12. Finish all Ceilings with 1/2" G.W.B. UNO. 13. At Garage use 5/8" Type "X" G.W.B. at all Common Living Walls and Ceilings, wrap all Posts and Beams. 14. Provide 26 -Gauge Galvanized Sheet Metal Flashing above Windows and Doors. (Typ) Lap Building Paper over. 15. Hold Siding 6" Above Final Grade. 16 Fasten Muti-Lam 2x Beams per IRC. 17. Upper Floor Framing to be 9 1/2" I -Joist at 16" O.C. typical UNO Plan shows direction. 18. Ceiling Joists to be 2x6 at 24" O.C. typical UNO Plan shows Joist Direction. 19. All voids to be Fire/Draft Blocked per IRC. 20. Install Water Heater per 1987 NAECA. See Sheet 1 Project from Impact per 2003 I.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 2003 I.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 IRC. 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. 25. Denotes Bearing Point and Hold Down Location. Area Summary Basement Floor: N/A Main Floor Plan: 1018 SF Upper Floor Plan: 1060 SF Total Area: 2078 SF Garage: 495 sf Decks: N/A 0 T b m a7 Ln N i f 37'-0" 10'-2" 5'-6 1/4" , 4'-7 3/4" f 4'-0" x 4'-6" f i 2'-4 1/2' 10'-9 1/2" 5'-9 1/4" 5'-0 1/4" i 13'-8" 6'-9" 2'-4 1/21 4'-0" x 4'-6" r 6'-11" i f 4'-0" x 4'-6" BEDROOM #4 0 b- sb N -r -2L VIN CV BEDROOM #3 Half Wall 3' High 0 OPEN TO BELOW N 2'-6" Dow n 13'-0" x 3'-O' 2'-0" N '7\ 9'-6 1/2" WALK-IN CLOSET a CV 0 sb 0 BEDROOM #2 -4'-0/"\= 3'-1" 1_ 2'-0" 6'-0" 3'-0" x 4'-0" 15'-0" 3'-1 3/4" 41-5 3/4" 5'-0" 5'-0" BATH OBS ►.� GCas`s� 2 MASTER BEDROOM a? 3 co 15'-5" 4'-6" -11 7'-7 1/2" �. \ 3'-0" x 4'-6" 0 CD CV 3'-9", 3'-9" 7-11 3/4' , 3'-10 3/4" 71:6" 6'-10 1/2" 37'-0" Beunbrudgo Modc l Upper Floor plan 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 IRC. Block all Plywood Edges and Nail with 10d @ 6" O.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 IRC. 15. Ceiling Joists to be 2x6 @ 24" O.C. typical UNO. 16. All Voids to be Fire/Draft Blocked per IRC. 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. 20. Provide Safety Glazing at all Shower Enclosures/ Doors as required under IRC R308.4. 21. All Stairways shall be illuminated and controlled by switches at both top and bottom of the stairs as required by IRC R303.6. RECE VE JUN - 8 2007 PERMIT CENTER~ DATE: May 22, 2007 w w DRAWING# 2004-005 SCALE: 1/4" = 1' DRAWN BY: CSD APPROVED cj a) LO L N CO CD N r CO N eco N41) Ua) cn m Q z to a) C13 -0 �- - 25 -Year Composite Shingles over 15# Building Felt 4 over 2 -layers of 7/16" OSB `n over 9 1/2" x 11 7/8" TJI Joists over R-30 Insulation over 5/8" GWB (Family Room Roof or o "4- ' ' Exterior Finish per 0 co Iy) 25 -year Composite Shingles over 15# Building Felt over 2 -layers of 7/16" OSB Sheathing over Pre -Engineered Trusses at 24" O.C. 6 12 6 12 16" Overhang @ Eves :31" 12" Overhang @ Gable in Elevations over 1/2" Sound Board over 7/16 OSB over 2x6 studs @ 16" o.c. w/ R-21 insulation over 1/2" Sound Channel over 1/2"GWB typ.@ co Exterior walls TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 91 /2" LSL TIMBERSTRAND RIM BOARD at All windows shall be -i have 1/2 Air Space to comply with 35- decilble reduction zone 1' /R-30 Floor Insulation sas�saSZS szsdffl �S sZsas�saS�SaS�SaQSiusz16,IIHSZSasZSUSZS?S�Sa'SZsas�$ SZSf7?SIS 6a5ZSaSZS�ISZs 4x10 Beam over 4x4 PT Posts over 8" x 16" footing 1 4gt1 4 BASEBOARD TYPICAL I -JOIST FLOOR SYSTEM: 3/4" T&G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL WEATHER TIGHT CAULKING EXTENT OF EXCAVATION BACKFILL Li Li t1 FILL VOID WITH BATT INSULATION 1II®1= =II®1®1 TIGHTLINE STORM D (4" SDR35) SAND STOP CONCRETE FOOTING 2X P.T, SILL PLATE W/ ANCHOR BOLTS & 2"X2"X3/16" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 2"X2" X3/16" WASHERS FASTENED TO FOUNDATION WALL AT 48"O.C. TYPICAL 8" CONCRETE WALL: CONCRETE DAMPROOFINGNVATERPROOFING PER IRC R406.1 2X STUDS PER PLAN @ 16" O.C. R21 BATT INSULATION AIRNAPOR BARRIER 1/2" DRYWALL 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 4" f 8" 16" 4"1 8" FOUNDATION WALL A A 0 c 0 4' GRANULAR FILL 6MIL. POLY VAPOR BARRIER 4" POURED CONCRETE SLAB #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) #4 REINFORCING BAR CONTINUOUS z Eo TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 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 { O Ln 9 co TIGHTLINE STORM DRAIN (4" SDR35) SAND STOP CONCRETE FOOTING ui III 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE A ✓ A ✓ A ✓ A A A A V M BASEBOARD TYPICAL I -JOIST FLOOR SYSTEM: 3/4" T&G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL IL 1 11 FILL VOID WITH BATT INSULATION 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 3"X3"X1/4" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 3"X3" X1/4" WASHERS FASTENED TO FOUNDATION WALL AT 48"O.C. 8" POURED CONCRETE WALL 6MIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL \ado J 5 „am 0 iv 4" 8" 16" .; 4', 8" FOUNDATION WALL W/ CRAWL SPACE 0 c 0 0 0 C 0 #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) #4 REINFORCING BAR CONTINUOUS a) 0 co co a) U E 0 2 ca a) E E 00 CD 4-- O 0 0 0) N 0 z E 1 1/4" Dia Min Handrail Spacing between Guards shall not allow the passage of a sphere of 4" or more. Tread 10" Min @ 12" from most Narrow Point per IRC R311.5.3.2 Guards to Comply w/ IRC Section R312 Landing (if Required) to Conform to the 2003 IRC R311.5.4 V ><l 2x4 Thrust Block Interior Stair (3) 2x12 Stringers Fireblocking @ Mid -span Beam per Plan Below Stairs install (1) Layer 1/2 G.W.B. on walls and ceiling PRODUCT CODE R.O. SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 24X36 SINGLE HUNG R.O. 2'-0" x 3'-0" 1 0.37 6 6 2.22 36X36 HORIZONTAL SLIDER R.O. 3'-0" x 3'-0" 1 0.35 9 9 3.15 36X48 HORIZONTAL SLIDER RO. 3'-0" x 4'-6" 1 0.35 13.5 13.5 4.7 36X48 HORIZONTAL SLIDER R.O. 3'-0" x 4'-0" 1 0.35 12 12 4.2 72X80 SLIDING PATIO R.O. 6'-0" 1 0.37 39.96 39.96 14.8 (2) 3'0 x 4'6 SH Mulled R0.6' -O" x 4'-6" 3 0.37 27 81 30 24X36 SINGLE HUNG R.O. 2'-0" x 3'-O" 1 0.37 6 6 2.2 48X54 HORIZONTAL SLIDER R.O. 4'-0" x 4'-6" 6 0.35 18 108 37.8 36X36 FIXED WINDOW RO. 3'-0" x 3'-O" 1 0.35 9 9 3.15 WINDOW TOTALS 284.46 102.22 GLAZING % = TOTAL GLAZING AREA / TOTAL HEATED AREA 284.46 / 2078 13.7% AVG U -VALUE = TOTAL U -VALUE / TOTAL GLAZING SF 102.22 / 284.46 0.36 -POT2i36 RECEIVED JUN - 8 2007 PERMIT CENTE=. co DATE: May 22, 2007 w co LU rx DRAWING# 2006-002 SCALE: 1/4" = 1' DRAWN BY: CSD APPROVED ofiolmo1 W O W 0) 15-c Lc) - V , co cclI 00 N CO `' J r. co �1 C) Q N I U c 171; A+ c0 1:3 � J C To CY)r r 1n r - N (1 L L2J " U "-6 F . TYP. 4x8 CONT. 14x8 STRIP FTG. W/ (2)#4 @ CNTR., TYP. LINE UP W/ COL ABOVE 5'-0" MAX. P T P 118"/FT. SLOPE 4x8 CONT. 11-10" 4" POURED CONCRETE SLAB -ON -GRADE OVER 4" MIN. GRANULAR FILL BAINBRIDGE MODEL FOUNDATION & MAIN FL FRAMING PLAN 1/4"=l' STRUCTURAL GENERAL NOTES G 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 %" 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.) LEGEND: PX -X CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 40 PSF SEATTLE, 60 PSF ELSEWHERE WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D (SITE CLASS D) uuu 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 2,500 PSI, USING TYPE 1 CEMENT, AT LEAST 5' SACKS PER CUBIC YARD. MAXIMUM SLUMP IS 4". MAXIMUM AGGREGATE SIZE IS 1 1/". REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2'-0" EACH DIRECTION OR BY LAPPING REINFORCING 2'-0" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6". WELDED OR MECHCNICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: u 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" 1 COMMON -- -- TRUSS @24" O.c. LOW ROOF P1-6 10 TYP OPN'G CORNERS 4x8 3 112x9 1/4 PSL P1-6 4x8 CO x 1 4x8 w 0 4x12 1- 0) J CO 0 COMMON TRUSS @24" O.C. 4x8 9 112" TJI 110 U 0 16 P1-6 LTS18 SOLID BLK'G 1 3/4x9 1/2" SINGLE RIP P1-6 PSL IJST ITT HANGER OPN'G I'G 4x8 0 i2 4x8 U 0 14 DENOTE SHEAR WALL & WALL TYPE PX -X 4x8 CONT F WALL ABOVE BLK'G LOW ROOF --------__._ P1-4 LT_ 0 a h m CO 0 912"TJI 110 5 1/4x11 7/8 PSL (EXTEND TO WALL CORNERS) 5 1/: 18 GL FLUSH P1-3 JACK TRUSS @24 - -- O.C. BAINBRIDGE MODEL P1-3 H PAH D22, TYP 07% -- UPPER FL FRAMING & MAIN FL SHEAR WALL PLAN 1/4"=1 ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A-307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W/3"x3"x1/4" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE R602.3(1) I.R.C. UNO. WHERE A 3" SINGLE NOMINAL SILL PLATE IS USED, 2-20d BOX END NAILS SHALL BE SUBSTITUTED FOR 2-16ds COMMON END NAILS FOUND IN LINE 8 OF THAT TABLE. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND #1 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 MANUFACTURER. 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. 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 MANUFACTURER'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. 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 SIT 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. N U w O z z a7 . w Q 0 > Z Q LU- LU I --J I.LI c J Z r �Lr Z Z cr)� w N O 0 z 0 w a c ❑Qw z._ w I- Q=O Z 0 Z QO�J 2_1O �aw oz ow w z� a. Q D May 21, 2007 RECEIVED JUN - 8 2007 PERMIT CENTER z rt O w 'S3.; TA 't`/1.44, 06/3 0/ —57-77.1 SHEET S1 11 P1-6 7 0) CO z 2 0 0 1 VALLEY JACK @24" O.C. OVERFRAME 11 0 N 4x8 RIDGE P1-6 4x8 cn y n `Ce , P1-6 4x10 CS16-R 4x8 P1-6 CS16-R, TYP N LUS48 v f +gob \I 2x12 @24" O.C. 4x8 10 —E 15 •1131 l w 0 4x P1-6 P1-6 COMMON TRUSS 9 a 10 191 9 a @24" O.C. 4x8 H 4x8 P1-6 / P1-6 -- 16 4x8 LLJ 0 BAINBRIDGE MODEL H P1-6 P1-6 CS16-R, TYP OPN'G CORNERS A) B/ ROOF FRAMING & UPPER FL SHEAR WALL PLAN 1/4"=1' D) E LEGEND: PX -X SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATHING NAILING (NOTE S 3&5) BLKG OR JOIST TO TOP PLATE (NOTES 4, 5, & 11) BOTTOM PLATE TO BLKG OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) - 8 a .� �; � '' P1-6 3/8" MIN 8d @ 6" 0.C. .. 5/8" ANCHOR BOLTS @ 4' O.C. P1-4 3/8" MIN 8d @ 4" 0.C. 5/8" ANCHOR BOLTS @3'0.C. P1-3 3/8" MIN 8d @ 3" 0.C. [�, •/ 5/8" ANCHOR BOLTS @ 3'-4" O.C. (NOTE 7) P1-2 3/8" MIN 8d @ 2" O.C. Q� CO V 5/8" ANCHOR BOLTS @ 2'-6" O.C. 5/8" ANCHOR BOLTS @ 1'-8" O.C. 5/8" ANCHOR BOLTS @ 1'-3" O.C. (NOTE 7) (NOTES 7 & 9) (NOTES 7 & 9) P2-3 3/8" MIN, EACH FACE 8d @ 3" O.C. tC1P` Q P2-2 3/8" MIN, EACH FACE 8d @ 2" O.C."V G2-7 1/2"GWB, EACH FACE UNBLOCKED 5d COOLER 7" O.C. (NOTE 6) @ Q:7 5/8" ANCHOR BOLTS @ 6' 0.C. G2-4 1/2" GWB, EACH FACE UNBLOCKED 5d COOLER @ 4" 0.C. (NOTE 6) 5/8" ANCHOR BOLTS @ 6' O.C. HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) 15/32" MIN 8d @ 6" (NOTE 3) UNBLOCKED II 19/32" MIN 10d @ 6" O.C. (NOTES 3 & 8) UNBLOCKED III 15/32" MIN 8d @ 4" (NOTE 3) BLOCKED NOTES: 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE -FIR, OR BETTER, @ 16" OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTIONS. 5. COMMON NAILS, UNO. 6. APPLY TO ALL STUDS, TOP, AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS. 11. OVER THE LENGTH OF SHEAR WALL ONLY (10d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16d FACE NAILS @ 12" OC ELSEWHERE) DENOTE SHEAR WALL & WALL TYPE PX -X ,240 WANG ENGINEERING, INC. 14735 168TH AVE. NE. WOODINVILLE, WA. 98072 TELIFAX: (425)489-0927 PROJECT: 3201 S132nd LANE BAINBRIDGE MODEL REHABITAT NORTHWEST R ROOF FRAMING, UPPER FLOOR FRAMING & SHEAR WALL SCHEDULE May 21, 2007 z 0 0) w f�F ti r 1 RECEIVED JUN PERMIT � 1.`. ice' \l, :1 - 8 a .� �; � '' 2007 CENTER Y Gia ��`,�1 �C i . .. SHEET S2 SHEAR WALL — PER PLAN HOLDOWN PER PLAN --A.B. PER SHEAR WALL SCHD FOR SIZE AND SPACING, UNO ao #4©18" (2)44 4" CONC. / SLAB -- #4@16" OC (2)#4 -- 4" DRAIN ROUGHEN & CLEAN WALL PER PLAN HOLDOWN —..\ PER PLAN 2X RIM (1 3/4X LSL FOR TJI FL), UNO 10d TOE NAILS @8" OC m - - 16d@6" P1-6 WALL; 16d@4" P1-4 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE 5/8"%%c A.B. @3' O.C. P1-4 WALL, @ 5' O.C. WHERELSE • 0 ao z 2 #4@12" OC - c„ z 4 4 v Cr 4 4" 8" i4-11 - - (2)#4 FL JST, PER PLAN FOR SIZE AND DIRECTION ROUGHEN & CLEAN FL JST, PER PLAN FL BM, PER PLAN 1 "-- 2x BLK'G 4X4 PT W/PB BASE &BC CAP, UNO FTG PER PLAN FOR SIZE AND REINF. #4@18"0C E.W. \� b 4 C — ROUGHEN & 77 CLEAN, TYP 0 SHEAR WALL OR BRACED WALL PER PLAN FL —16d@9"OC 2x SOLID BLK'G EQUAL, 24" MAX (6) 10d TO BLK'G 8d @4" OC 2X6 BLK'G W/ A23 CLIP EA END 2x4 MIN OUTRIGGER @6' MAX OC 10d TOENAIL ©8" OC WALL PER PLAN HOLDOWN STRAP PER PLAN (BEND @ HDR) 0 z -HEADER PER PLAN — CS16-R HOLDOWN STRAP (BEND @ HDR) 16d@9" O.C. P1-6 S.W.; 16d@6" O.C. P1-4 S.W. 8d@4" OC A35@48" OC FL BEAM, PLAN HOLDOWN, PER PLAN STUD WALL (SHEAR WALL WHERE OCCURS) 1 3/4"x RIM JST 10d TOENAIL @8" OC S.W. PER PLAN 11 x A35 @48" OC - "TRUSS PER - PLAN / 45 DEG MAX 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 FULL HT. WLL STUDS IF DIAGONAL BRACING SHOWN ABOVE IS OMITTED WALL PER --'--- PLAN HOLDOWN --- PER PLAN 10d TOE ------ NAILS @8" OC 16d@9" P1-6 WALL; 16d@6" P1-4 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE / 2X RIM (1 3/4x LSL FOR TJI FL), UNO --- SOLID BLK'G TO jMATCH HOLDOWN . STUGS ABOVE — FL JST PER PLAN FOR SIZE A35@48" OC OVER P1-6 S.W; A35@30" OC OVER P1-4 S.W; A35@20' OC OVER P1-3 S.W; A35@14" OC OVER P1-2 S.W; A35@8" OC OVER P2-3 S.W. WALL PER PLAN HOLDOWN PER PLAN 10d TOE NAILS @8" OC J J (3)16d TOE__.% NAILS EA BLK'G ----- 16d@9" P1-6 WALL; 16d@6" P1-4 WALL; 16d@3" P1-3 WALL; 16d@2" P1-2 WALL; 16d@12" ELSEWHERE 2X RIM (1 3/4x LSL FOR TJI FL), UNO SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE --- (4)10d EA BLK'G FL JST PER PLAN FOR SIZE 2x SOLID (TJI FOR TJI FL) BLK'G @48" OC A35@48" OC OVER P1-6 S.W; A35@30" OC OVER P1-4 S.W; A35@20' OC OVER P1-3 S.W; A35@14" OC OVER P1-2 S.W; A35@8" OC OVER P2-3 S.W. 8d@4" OC 2X BLK'G W/(3)10d TOENAIL PER BLK'G A35@48" OC WALL PER PLAN 10 ROOF TRUSS PER PLAN 8d@4" OC 2X BLK'G W/(3)10d TOENAIL PER BLK'G 12 STUD WALL, PER PLAN RAFTER PER PLAN H2.5 @ EVERY OTHER RAFTER RAFTER PER PLAN W/(3)16d TOENAILS 8d@4" OC 2X BLK'G W/(3)10d TOENAIL PER BLK'G TO TOP SUPPORT ROOF TRUSS, \ PER PLAN L (12" MIN.) - - 2x SOLID BLK'G BM, PER PLAN 15 r 1- - BM, PER PLAN DRAG TRUSS, 4000# CAPACITY A35@48" OC 2x12 LEDGER W/(2) ROWS 1/4"%%cx4" LAG SCREW ©16" O.C. (TO TOP PLATE & EA STUD) 1 WALL PER PLAN — ROOF TRUSS PER PLAN BM WHERE OCCURS (2)1/4"o.c. x 4" MIN. LAG SCREW TO EA STUD, TYP STUD WALL 12" MIN SHEAR WALL, PER PLAN 16 „l SHEAR WALL, PE / PLAN / INDOW.OPNG •— STRAP PER PLAN, TYP @ EA CORNER �2X MIN BLK'G, TYP —SHEAR / WALL, PER PLAN TRUSS PER PLAN TRUSS PER PLAN BM PER PLAN 4x4 POST HDR PER PLAN 0 18 It HEADER EXTEND, TO CORNER. PER PLAN FOR SIZE -J J ST6224, UNO---/ 16d©4” OC (2x STUDS) HOLDOWN, PER PLAN (2) 5/8"F A.B. C0 P1-6, UNO SHEAR WALL ED E NAILING SHEA- WALL PER PLAN r l v G PER TYP FTG. SEC ---- FOR REINF. (344 MIN VERT. ALT HOOK @ BOT.) z V z I..L W w z N W gi)) Z 0) rc-,1 W I W o i3 1— _1 0) 00 04 Lf7 CV z:s 0� 0w VJ W W W Z ❑ Q J2� SWC N V z C) 0 rrr v , c1 rm l— c z CO CO LLI LL. May 21, 2007 RECEIVED JUN — 8 2007 PERMIT CENTER (1) Z 0 w 0 ':ry• `pit ` . i P,c:::3 06/0e/ SHEET r S3