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Permit D07-194 - REHABITAT NORTHWEST - LOT 2
REHABITAT NORTHWEST 13332 32 AV S D07 -194 Parcel No.: 1523049306 Address: 13332 32 AV 5 TUKW Suite No: Cityf Tukwila Tenant: Name: REHABITAT NORTHWEST - LOT 2 Address: 13332 32 AV S , TUKVVILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: REHABITAT NORTHWEST Address: 3601 WEST MARGINAL WY S , SEATTLE WA 98106 Phone: Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW , SEATTLE WA 98106 Phone: (206)255 -3474 Contractor License No: REHABNI973KZ doc: IBC -10/06 DEVELOPMENT PERMIT Contact Person: Name: CHAD DETWILLER Address: 3601 WEST MARGINAL WAY SW , SEATTLE WA 98106 Phone: 206 - 932 -7355 Permit Number: D07 -194 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 Expiration Date: 05/24/2009 DESCRIPTION OF WORK: CONSTRUCTION OF A 2800 SF SFR WITH 495 SF ATTACHED GARAGE AND 261 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS DRIVEWAY, STORM DRAINAGE, EROSION CONTROL. Project on WD #125 water & VALLEY VIEW sewer. Value of Construction: $291,271.96 Fees Collected: $5,673.24 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** D07 -194 Printed: 08 -07 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Y Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature I hereby certify that I have read an governing this work will be compile doc: IBC -10/06 City o ,)Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Y Permit Number: D07 -194 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 25 c.y. End Time: Fill 50 c.y. Start Thee: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: OD 1D1 permit and know the same to be true and correct. All provisions of law and ordinances her specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo e o rk. I am authorized to sign and obtain this development permit. Signature: C Date: 9 / 7 /7 Print Name: 1/0O' 414)igr This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -194 Printed: 08 -07 -2007 Parcel No.: 1523049306 Address: Suite No: Tenant: doc: Cond - 10/06 13332 32 AV S TUKW 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 REHABITAT NORTHWEST - LOT 2 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -194 ISSUED 06/01/2007 08/07/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. D07 -194 Printed: 08 -07 -2007 19: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 22: Maximum grade for all projects is 15 %. 23: Adequate ground ladder access to rescue windows shall be provided. 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 26: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 27: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 28: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 29: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 30: Any material spilled onto any street shall be cleaned up immediately. 31: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 32: The Land Altering Permit Fee is based upon an estimated 25 cubic yards of CUT and 50 cubic yards of FILL. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 33: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed doc: Cond -10/06 D07 -194 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 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. 34: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 35: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 36: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 37: 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. 38: Prior to final permit sign -off applicant shall pay King County Residential Sewer Facility Charges in full and submit proof of payment to Public Works. Contact Eunice H. Verstegen KC Metro, Water Quality Program Coordinator at (206) 684 -1740 to make payment arrangements. doc: Cond -10/06 * *continued on next page ** D07 -194 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: i0C/ galM • 1% Print Name: doc: Cond -10/06 Date: I/7 D07 -194 Printed: 08 -07 -2007 s1 T; LOCATION ............ ............................... 13 -Mail Address: Company Name: Mailing Address: w� CITY OF TUKWILA Community Development Department Public Works Deparhnent Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hmi://www ci tutiwi la. u-a. us Company Name: la o Mailing Address: NUS /40 Ade. /JFT Contact Person: 1-Ie Mech anic ......................... Plumbing /Gas! Public War Project' Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** // Site Address: /333- 32' Ave. Sp._ �c;7 t Tenant Name: / A )64.1es4; � / Z►.1� Property Owners Name: 43) h �'��'{ �,� aaiec Mailing Address:. --P/ c2 ge,,• -/ h It-e - &J Name: &o' Mailing Address: 3 /I I I.J. ties s w ( S O � 4. Company Name: Rv1,aht4"c 1.1r't 4,0 �'x _ Mailing Address: ac0 l k). /u /� )at e stiJ Contact Person: ( tletiz ,a .Ile/ 4a-1 II ff�� / E -Mail Address: 4.1..21 ere%,0or4LeJ Contractor Registration Number: AT i-I A A LIT 72 72 1 Contact Person: E -Mail Address: E - Mail Address: M.+, kkuo a-001 c/i..o -t-orw Q:Wpplication.Worma- Application (h, Line?-S(06- Pe,mil , \pplice6on. Revised: 9 -2006 bh aMe City King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ❑..No s)4 9V Zip Day Telephone: ) q - 73 SS City State Zip Fax Number: ( / ) 933 ` 7355 GENERAL:CONTRACTOR INFORMATIO> ...... .:(Contractor Information for Mechanical (pg 4) forl'iumbiitgsand Gas Piping (pg S)) . ....:......:: LJA iF /eg City State Zip Day Telephone: ) 93 ` 735 - Fax Number: () 933 Expiration Date: n S /�y��f :ARCHITECT-OF RECORD - All plans must be wet stamped by Architect ofReeord City Day Telephone: Fax Number: State Zip City State Zip Day Telephone(g9 y89 - t 7 Fax Number: ('I26) g g 4— 09.2 Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ ?Z 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): ( a- S- 6Jreor..- S`A) F eat '4'. �,f S,d'c,cke aN CAC IS Va.C_ J04 Will there be new rack storage? ❑ Yes SEPTIC SYSTEM . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Floor 2 Floor 3`a Floor Floors 1 thru Z, Basement Accessory Structure* .................. Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing / Interior Remodel Addition to _'. ------ Existing Structure /kJ/A 1,311 e2 hoc o/k 14. JO S mpoc ,J/4 Type of Construction; per IBC vR ;;:Type of: Occupancy: IBG R—� PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): A 5 Floor area of principal dwelling: 1,130 Floor area of accessory dwelling: /tf/ *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: 2 Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm g" None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safely Data Sheets. ❑ 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- Application On Line 3 -200(' - Remit Apph 7mtion.doc Revised 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206433 =0174 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Scope of Work (please provide detailed information): &emus 'F Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ... Tukwila a... Water District #125 ❑ ...Water Availability Provided 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 Inforniation Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ . ..Construction /Excavations Fill - Right -of -way Non Right -of -way 0 ...Total Cut aS cubic yards MI ...Total Fill SO cubic yards 0 ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water El ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip Q: Applications \Fortes- Applications On Line'3 -2006 - Permit Apphcation.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424-5555 ❑ .. Highline �... ValVue ❑ .. Renton ❑...Sewer Availability Provided sfA1 5 /3 cdroe ,m& 5 F /Z ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization .. Trench Excavation .. Utility Undergrounding Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Furnace<100K BTU ( Air Handling Unit 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 6 Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct 1 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator - Comm /Ind Contact Person: Tarrcf Contractor Registration Number: Use: Residential: New .... Commercial: New .... ❑ MECHANICAL PERMIT INFORMATION - 206-431-3670 MECHANICAL CONTRACTOR INFORMATION '' Company Name: et s c I-le / iti� ` 4 (�.t1�1 i,er�!',af Mailing Address: Po y, 626 / N'Q.ne_. w4 9t385 City State Zip Day Telephone: ( 7 -TCoZ, E - Mail Address: Fax Number: (360 .9 4 7 — X37 3 Expiration Date: .7 /SILK" (944 n_ 14A OSS\ g Valuation of Mechanical work (contractor's bid price): $ 7,6O Scope of Work (please provide detailed information): 3 �i•r a-Io.-1.—e Fuel Type: Electric ❑ Gas.... Q: \Applications ■Forms - Applications On Linea -2006 - Permit Application :doe Revised: 9-2006 bh Replacement .... ❑ Replacement .... ❑ Indicate type of mechanical work being installed and the quantity below: Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty 'Fixture Type: Qty» Bathtub or combination bath/shower a 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 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 Mailing Address: 3 153 'PLUMBING AND GAS PIPING PERMIT INFORMATION - X06-43 3670::: PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: ¶ t pfr T AA (A� City Contact Person: mod d� Day Telephone: OS3) a — 9909 E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ / D bOa Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): & - - Ow) .& p(u n._t,•� Ser(J, ce_ c IJeu.) Building Use (per Int'l Building Code): �ry Occupancy (per Int'l Building Code): R 3 Utility Purveyor: Water: yke_.L.D.Q 1 a5 Sewer: tki Vag__ Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: 1 .1.1 tit) "7 Q: Applications \Fora -Apph moons On Line \i _00t; - Permit ApplicItion.dec Revised: 9 -2006 bh State Zip Page 5 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this app 'cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER A � R+Y �1 AGENT: GENT: Signature: l Vr Print Name: C had 4 [fir 9, .A! - Mailing Address: 36.41 L). rr ,va ( 4J1' Date Application Expires: Date Application Accepted: r , 0 7 l S Q:Wpplications`•Fonns- Applications On Line3-2006 - Permit Appli ation.doc Revised: 9.2006 bh s k) Date: 6 T/3 O /oaf Day Telephone: ''j,) 93a-- 73SS City 14111 4F/or_, state zip Staff Initials: , ' , n Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R07 -01621 Initials: WER User ID: 1655 Payee: REHABITAT NORTHWEST, INC. SET ID: 0806A SET NAME: REHABITAT NW, LOT2 SET TRANSACTIONS: Set Member Amount 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 D07 -194 3,681.34 D07 -206 3,188.60 M07 -123 235.00 M07 -133 194.00 PG07 -154 401.00 PG07 -164 349.50 TOTAL: 8,049.44 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 2389 ACCOUNT ITEM LIST: Description TOTAL: Payment Date: 08/07/2007 Total Payment: 8,049.44 8,049.44 8,049.44 Account Code Current Pmts BUILDING - RES 000/322.100 4,636.18 GAS - RES 000/322.100 176.00 MECHANICAL - RES 000/322.100 388.00 PLAN CHECK - RES 000/345.830 127.50 PLUMBING - RES 000/322.100 488.00 PW LAND ALT PERMIT FEE 000/342.400 47.00 PW PERMIT /INSPECTION FEE 000/342.400 150.00 STATE BUILDING SURCHARGE 000/386.904 9.00 TRAFFIC MITIGATION FEES 104.367.120 2,027.76 TOTAL: 8,049.44 r;E , TO1 A 3049.44 Receipt No.: R07 -01004 Payee: REEABITAT NW LOT 2 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PW BASE APPLICATION FEE PW PLAN REVIEW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 1523049101 Permit Number: D07 -194 Address: 13330 32 AV S TUKW Status: PENDING Suite No: Applied Date: 06/01/2007 Applicant: REEABITAT NW LOT 2 Issue Date: Initials: WER Payment Date: 06/01/2007 02:23 PM User ID: 1655 Balance: $2,643.96 Amount Payment Check 2249 325.00 Account Code Current Pmts 000/322.100 250.00 000/345.830 75.00 Total: $325.00 Payment Amount: $325.00 8932 06/01 9716 TOTAL 325.00 doc: Receiot -06 Printed: 06 -01 -2007 Parcel No.: 1523049101 Address: 13330 32 AV 5 TUKW Suite No: Applicant: RESABITAT NW LOT 2 Receipt No.: R07 -01003 Payee: REKABITAT NW ACCOUNT ITEM LIST: Description PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Initials: WER Payment Date: 06/01/2007 02:17 PM User ID: 1655 Balance: $2,568.96 TRANSACTION LIST: Type Method Description Amount Payment Check 2250 1,666.90 Account Code Current Pmts 000/345.830 1,666.90 Total: $1,666.90 Permit Number: D07 -194 Status: PENDING Applied Date: 06/01/2007 Issue Date: Payment Amount: $1,666.90 8833 06/01 9716 TOTAL 1666.90 doc: Receiot -06 Printed: 06-01 -2007 Project: ,76/ / k y2 f � 7' / Type of Inspection: / Address: /3332_ 3 2 A v S Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: e 2 — 2 s s_ - .3'V79 INSPECTION RECORD Retain a copy with permit INSPECT I ' N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Cz 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 COMMENTS: e � m � - / ( t 1,iv/ nspector 14 0 REINSPECTION F REQUIRED. id at 6300 Southcenter Blvd., Suite 1 Da : f� rior to inspection. fee must be 0. Call the schedule reinspection. Receipt No.: IDate: Oe7- /c1 Y Approved per applicable codes. El Corrections required prior to approval. `�L v COMMENTS: 0 �,j.,&....,-,` a,i 4J,f /xq/1 / -4,fii,4,/, Address: i al lA/ /2 t • ' Ca #V — 4,p/!/t/PV Date Wanted: Requester: Phone No: A /)).t.- % ce-rr- ..- 2:vs -14 / /r /S ('e '_ 7 / , ii> 1 , iM /' Probe /"%46i "in f A / - < J Type of.lnspection: - ti t i ' ' W #J /6, Address: Date Called: Special Instructions: Date Wanted: Requester: Phone No: I INSPECTION RECORD / Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- (206)431 -3670 thcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. - .00 REINSPECTION FEE RE IRED. ' for to inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Re eipt No.: At x 'Date: PERMIT Pro R t Me.61/4 4) ? TYPe of der 4a. _/Vr Addr Date Called: Special Instructions: Date Wanted: _ a.m Requester: Phone No 26-2 . [ � ? 7"'' INSPECTION RECORD � U7i5 , Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 IT .Approved per applicable codes. Corrections required prior to approval. COMMENTS: IDat / 8.00 REINSPECTIQIN FEE IIIUIRED. Prior to inspection. fee must be aid at 6300 Southcenter Bl d.. Suite 100. Call the schedule reinspection. ceipt No.: (Date: P t�Jf30/ f�/ 1..d2.- Type Lv Address: /337Z ..?7eei S Date Called: Special Instructions: Date Wanted: a.m /.5 0 Requester: Phone No: 206 -2- - s 3Y7V IZ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ap "p roved per applicable codes. E1 Corrections required prior to approval. COMMENTS: Inspec r: .00 REINSPECTION FF�E REQUI6tED. Prior to inspection, fee must be aid at 6300 Southcenter lvd.. Suite 100. Call the schedule reinspection. R - ceipt No.: Data: (-- /7— 'Date: L d z/ PERMIT NO. Pro leo: /0/2 Type of Inspection: Z ec Address: Date Called: Special Instructions: Date Wanted: /— / a.m. Requester: Phone No ,706 25 3 1 / INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V706)431-3670 ' proved per applicable codes. El Corrections required prior to approval. COMMENTS: f Date: .00 REINSPECTION FE EQUI . Prior to inspection. fee must be aid at 6300 Southcenter BI d., Su e 100. Call the schedule reinspection. R ceipt No.: 'Date: Projec : / f' hi/ /> , ,,9 -/AJLO z Type of Inspection: : // / „ S , Address: / 3 532 32 ' 7 t Date Called: Special Instructions: Date Wanted: fa. Requester: Phone No: /9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 y pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: j Date: r 1 /9 -2f .00 REINSPECTIQN FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Sou enter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: YD1C�.a.Ei.wt ° `aece'�:•'s. atx_':... -;:.a;�6• .4••'. a � `:'_`'" •, zr+:� Proje t: �r' �I 4'f0� tV� Type of Inspection:_ v /l_1A6 Address: 13337 ?24v .- Date Called: Special Instructions: Date %nted; am_. 0 / y AI) � P*a�. Requester: Phone No 2 u 6- 3q 75 373 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT I NO. PERMIT NO. CITY O TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 rrections required prior to approval. COMMENTS: t AJ 02.e kiegt specto 'Date) 0 REINSPECTION FEE REQUIRED. Prig to inspection. fee must be p at 6300 Southcenter Blvd.. Suite 100. lithe schedule reinspection. f ReceIt No.: 'Date: Project: / /; - /i -i ' -r ./x"7 'V '2I)2 Type of Inspection: / ,4/77liv6 Address: / z 324e/ 5 Date Called: Special Instructions: Date Wanted: ) I_ a Requester: Requester: Phone No: 2 ) -39/-- 7533 INSPECTION RECORD Retain a copy with permit INSPE • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: spector: Date: / v EINSPECTION FEE REQ IRED. Prio to inspection, fee must be p 6300 Southcenter Blvd.. uite 100. Call the schedule reinspection. Receibt No.: JDte: --' r l , ` .d'E�- - , y. yA ' �, AJ F,y.F .YS �_�, 5 _ _ _ COMMENTS: Type of Inspection: >1 Date Called: ... ) /)/.r/ . 1/ i), ." , ..1 c '2 4 7 , — ; T; /-- y „/.; 4! ( i . . tel i / ( r ''. 7/4 7 , ' A/11 / /5 J . ; Al Ni f / in 17 !C.';- I% ) '4 01) 4 ' c) 0 /1 li /1- (/ if e Ii — i' 6/ r, c ___I r -/- / ( 5 ir e / --- / ' Ye ' Projeg: „ - Type of Inspection: Address; /332 Y2 ,7' Date Called: Special Instructions: Date Wanted: i / 4) 1/6 71) 7 Requester: Phone No: 2°6— 3q - 7 - 73 0 Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 INSPECTION RECORD Retain a copy with permit TEI Corrections required prior to approval. Date: y /IV /4 / 144 .00 REINSPECTIO FEE REQOIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: De7 PERMIT NO. Project ic6k47z-- 4/2. I nspection: Type of In Address: / 3 3 2— 324 Si Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No 2- 2- — 3y7e, El Approved per applicable codes. paid at 6 So 300 u INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 El Corrections required prior to approval. COMMENTS: l Inspec El $58.00 REINSPE ION FEE REQUIRE b. Prior to inspection, fee must be center Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proj ., i e /wet T A. 7 /v04. ..1 7' Type of Inspe Lion: ll 1.) %/a/ o/ 4 oe .rAeo �� - � Address: Lp ,,Z /33,. 32 /4, ro Date Called: Special Instructions: Date Wanted: 7 p.m Requester: Phone No: .. 74/ INSP ION NO. INSPECTION RECORD Retain a copy with permit 00 l 4`l PERMIT NO. CI OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3'6 COMMENTS: Pt Dates- pproved per applicable codes. Corrections required prior to approval. (Inspect $58.00 REI ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 63 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: `Date: } Project: , i c; e a /74 6/ ) A/L(I Type of Inspection: \../ 7, /A, a e- k-- /7 Address: /3 33Z 3Z Date Called: Special Instructions: Date Wanted: Requester: Phone No: -2e36 -c i -,9 I 5 c t INSPECTION RECORD Retain a copy with permit P71 / INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 981 88 (206)431 -37 q Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto p .00 REINSPECTION d at 6300 Southcenter E REQUIRED lvd., Suite Re ipt No.: !Date: Date: - 7 -J7 rior to inspection, fee must be 0. Call the schedule reinspection. .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A. dress: T pe o Inspection: Date Called: Date Wanted Sp - cal ns ructions: Requester: Phone No: El Corrections required prior to approval. COMMENTS: 1 .00 REINSPECTION id at 6300 Southcenter ipt No.: Date: E1 EQUI RED. Prior to inspection, fee must be Blvd., Stfte 100. Call the schedule reinspection. Date: PER (206)43 1 -3670 Proj , / . Type ype of Inspection: G/ 2 �° Address: '3 337 —32—#4/ Date Called: Special Instructions: • Date Wanted: . g .....2/-0 7 440 Requester: Phone N o: -`3 ?/—",W97 INSPECTION RECORD / Retain a copy with permit ? / 9 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- } Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 lnspe t Date: ...A.A1 a. I L `7 $58.0' '• EINSPECTION FEE1EQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call t e schedule reinspection. 'Receipt No.: 'Date: Project: /‘ '7 ` /1/w 2 Type of Inspection: 7 3 Address: /.3_7i? 32 -w S Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: y25- SG //- SL/ 3 (/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 206)431 -3 El Corrections required prior to approval. COMMENTS: Insp- or: J /J,-. I �. IA $58.00 REINSPEC'tION FEE r paid at 6300 Southcenter Blvd. (Receipt No.: (Date - QUIRED. Prior to inspection. fee must be Suite 100. Call the schedule reinspection. 'Date: Projec6k ±4...... Type of Inspection: ci tau Address* 11 1 2 3 "7— e ? -2 -- Date Called: 1/t5/4 Special Instructions: A L 2 Date Wanted: a.m. p.m. Requester: - /4 La l Phone o: ko) INSPECTION RECORD INSPECTION NO. Retain a copy with permit b o7-t IL/ PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Ei Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: lbccioc‘ c_ , 1 • s ( f Ificplr --rkAk_Lk t,v-41t,\ Inspector: Date: 1 / 1 11 $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: A ) Project: / k,6/ fie 7f s? Type of Inspection: Address: /3332 (.32 �„�s Date Calle r« ,;` ">(// Special Instructions: Date Wanted: G /e2 7 q .(• Requester / > l v Phone No: r kid -i INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: , 77o (), 5, r.--,0 p,<L44,..,-.4, Inspector: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. Gf 1j I 5 ( �l �7 $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: 511 I,"" 1 INSPECTION RECORD Retain a copy with permit I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Proctw �l Address: Special Instructions: Type of Inspection: Sf) Date Called: ql ( ( o) Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: S cm I\ t (t L L g l) , t J iflspector: 'Date: EJ Corrections required prior to approval. h/(CS7 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: Project: p c l , i f04+. A/. h/ . Type of Inspection: ges . 'eke' c.c. 4 04- 1 Fete- 1 Address: / '3 3 3 Suite #: 2- 3Z" 4U. Contact Person: Ch,4 L. 4e.-1--w :11-e--4. Special Instructions: Permits: Occupancy Type: Phone No.: J o - 3 2 — 73 ." r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: 1 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: iee 5 tee J$ ) i / Le J •aC.. Inspector: 5( 575 Date: Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 1 Do7 - 15'1 PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 'IWANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 ft i4 - ton 07038 d DATE 4� 3 f D BY PTO PROJECT K. ! q S ''el1i . SUBJECT � JOB NO. T lriA45 . e: 5. .r'. 4 I 1;.7,Pi«S 06/03/ 0- -. ,0 6 PAGE / OF 2 v CHECKED BY RECEIVED JUN -1 2007 PERMIT CENTER, i WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 • • M v i c, n Mo P L L. 1 f JOB NO. 0/ 7 ? C� PAGE C. OF DATE 4 /23/0 BY M T L CHECKED BY PROJECT 114 4 4n SUBJECT F -- rp r b r - r p4 . e ( .. c G 1 cv c_ 8 7 1 )- "*. I x.70 /. rs A • J e ti WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 D s LL. c , JOB NO. 070 (5 PAGE OF DATE 4 4 / b BY ?Li 7 A\ CHECKED BY PROJECT KI)4 S SUBJECT r et 4 (X .. ( . - cox P54 . / -S( t<<s1: -6 x .. ). - i WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 �t = JOB NO. 0 7 O 3 e PAGE 4 OF DATE ¢/X3/4 BY _ r`t Z(.Z CHECKED BY PROJECT ICI 5117 1 Q"'1 Ll-- SUBJECT X 3-0k CA) WtLfS. //ay. 0.7sx 37 - 1 . 7 174 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 -6 • It 4 t -1.3 " r LC- JOB NO. 0 / 7 G & PAGE OF DATE 4 / / Va) BY M T(,i CHECKED BY PROJECT l4, S Tr SUBJECT 4x, In L.!' x ( a ?0 r L. a 1 V ( Fig 0 /1 JOB NO. c 7° 8 \\ PAGE OF DATE 4 /1 3 f t-7 W CHECKED BY PROJECT IC 01 TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT PL. WANG ENGINEERING, INC. CONSULTING ENGINEERS ? 14 q 4 l6 ' xrft.-t = / - 2 6 / b 7.4 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r- . • • JOB NO. 0 7 C b PAGE 7 OF DATE 4 /2 3/ M TC.,Z CHECKED BY PROJECT gal Y"H SUBJECT F"C. r-� 0 d zd 4 v = IMO x 6X,4 Gyti4 oe 4S =, 4 3 ‘' eht A Wn erhaeuscr Business • TJ- Beam 6.20 Serial Number 7005108177 User. 2 Page 1 Engine son :62o 6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN SUPPORTS: 1 Stud wall 2 Stud wall 3 Stud wall DESIGN CONTROLS: Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) TJPro PROJECT INFORMATION: CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 LOADS: Analysis is for a Joist Member. Primary Load Group - Residential Vertical Loads: Type Class Live Point(plf) Floor(1.00) 320.0 Input Width 5.50" 3.50" 5.50" Bearing Length 4.25" 3.50" 4.25" Maximum -1127 1734 -2287 15' Design Control -1070 1342 1734 1935 -2287 2380 0.330 0.488 0.412 0.731 33 30 by Trus _.;is:, a Weyerhaeuser Business ::not - a .. re re stered trai_ark., < of Trus Joist. '_..._ ,..c and '.: a._ cr a ....arks of ..us Joist. Main Fl Fl Jst 91 /2 "TJI ®110 @16 "o/c Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 412 /104/0/516 End, Rim 1330 / 404 / 0 / 1734 Intermediate 323 / 50 / -47 / 373 End, Rim Control Passed (80 %) Passed (90 %) Passed (96 %) Passed (1/532) Passed (U426) Passed - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Dead Location Application Comment 136.0 12' Other Overall Dimension: 28' 3" 13' 3" 4 Product Diagram is Conceptual. 1 Ply 1 1/4" x 9 1/2" 0.8E TJ- Strand Rim Board® None 1 Ply 1 1/4" x 9 1/2" 0.8E TJ- Strand Rim Board® Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 El - Deflection Criteria: STANDARD(LL:U360,TL:U240). -TJ maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2 ". Intermediate supports, 5 1/4 ". - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ - Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.22 OPERATOR INFORMATION: ming wang wang engineering 14735 168th ave. ne woodinville, WA 98072 Phone : 425 -489 -0927 Fax : 425-489-0927 mingwang2001@yahoo.com WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT R Ss JOB NO. 0 ? PAGE 7 OF DATE /a 6 BY (Lt.�ZW ; CHECKED BY PROJECT tt.... S1 ox SF x 7.1.) '71 1 CA) tic: 21. 0 1 8 K r i6 FL J 1 1 ) l>, I I WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 r 1 elk SUBJECT � JOB NO. / d 7 v� PAGE ) V OF DATE 4 I / 2 6BY W ` T CHECKED BY PROJECT t l 3/ C 1' ii /r .c. 4.; ..... kJ WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 e 07 DATE 4 44 0 (=a By LATc PROJECT kat7 5 SUBJECT JOB NO 44 z.4,rx 6 I 0 ie = 7-r-Y7 1, o 3" 1 2- ?„4r 0 1:1,ort° PAGE I ( OF CHECKED BY x C 3 r. ts at+ cr'C WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 Om C( o o ;t cS/.4 t CY v.L JOB NO. 0 7 0 3 t?- DATE 4 04 BY PROJECT (C./1 5 1 SUBJECT tot/Gt • - 1 3 3 o, 6 S 1.t.• tn. - "44 o . (, o S s, PAGE r 2- OF CHECKED BY goo =7 3 .< ea. C WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 pL� (A ()it t - L 4 •` foe b i5 Ct ,'"? 0 JOB NO. 7 0 rU 5 DATE 44110 (y lam( Ttn) PROJECT GC Shim P a.. SUBJECT L. A ✓' 4. f , 0 X 6 J ;E- PAGE 5 OF CHECKED BY 4 £7 4 ln� WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 ti- L, rt, LA1 I. F • JOB NO. C. 7 b PAGE I OF DATE 4 4 4 1() BY M- i'La CHECKED BY PROJECT lei S 4-eu SUBJECT LA 7't' Mar ry e AP/ WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 s /it Gr ( .i Ez r- ...: /-1.13 .44 , 41, x. 2 - 4 / 1, + Zz� x 6.4, t �. ( �t 1- etst JOB NO. 0 / PAGE ( S OF CHECKED BY DATE 4 44/06 06 BY M r k . PROJECT l4 1 X S 7 SUBJECT Lilr GC • 4- 1.. 4 4, . E 6 v. foi-‘ /8G .1� 3 F df 2 `7 G aVvN 7,10 e.1T c# ST1 i J OB NO. d / x 0 b PAGE / b OF WANG ENGINEERING, INC. CONSULTING ENGINEERS i D 4 / 7 ' 4 ( O(:sY M r CHECKED BY I P ItoJECr k 1L TEL: (425)489 -0927 FAX: (425)489 -0927 S c,� 1. ei; Ur • IZ • x 0; l 4J F SUBJECT 0 .... of ?c 74- e(-6 31 6 Sp ot IV) 4 . 7 . 4 (6� • 3 S i WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: 025)489-0927 FAX: (425)489-0927 s 7.9 t; 1,1 11••■. Maw- JOB NO. 7 PAGE / 7 OF D te4 y Tt CHECKED BY PlaE SUBJECT , I - klc47 Let .)e L. 0. t"? 0-11- I, .-3e 4 = -7 WANG ENGINEERING, INC. JOB NO. U? 0 PAGE / OF CONSULTING ENGINEERS „pA 'I BY M 7f�� CHECKED BY PROJECT 1c 1 T1' TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT 6 - a^ C '✓ Ft 4 I LS 467 a4f7 W ,4-i 7 o t - o t04 >e 4, •• 406 c (/4 eicef- WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489-0927 r a ... JOB NO. 0 7''- t ' PAGE / 7 OF DATE 4 /1 S D D BY 1"� � CHECKED BY PROJECT (Pt 2 SUBJECT L. a-( c -J y 0 /4 Js7J 2 'e ' � SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATH'G NAILING (NOTES 3 & 5) BLK'G OR JOIST TO TOP PLATE (NOTES 4 , 5, & 1 I) BOT PLATE TO BLK'G OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONC. FTG..) ALOWBL SHEAR PLF P1-6 3/8" MIN 8d @ 6" OC isgyrg ggp FiVN Off f5 5/8 " (U@ 4' OC 213 3/8" MIN 8d @ 4" OC 5/8 " @ 3' OC 312 P1 -3 3/8" MIN 8d @ 3" OC 5/8 " 4)@3'- 4" OC ` 402 (NOTE 7) ©L !Jf,gilx FINN OW0 P I 3/8" MIN 8d a, 2" OC 5/8 "@ 2'- 6 "OC 525 (NOTES 7 (Sz 8) I'2 -3 3/8" MIN, EACH FACE 8d @ 3" OC 5/8 " cp@ 1'- 8" OC 804 'fbts('Vf sru J) (NOTES 7 & 9) P2 -2 3/8" MIN, EACH FACE .8d @ 2" OC 5/8 " cP@ I'- 3" OC 1050 (12SOON I?F STUDSI (NOTES 7 & 9 ) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) 1 15/32" MIN 8d 6" (NOTE 3) • 197 PLF (CASE I) 148 PLF (CASES 2--6) UNBLOC- KED II 19/32" MIN 10d @ 6" (NOTES 3 & 8) 234 PLF (CASE 1) 176 PLF (CASES 2-6) UNBLOC- KED 111 15/32" MIN 8d @ 4" (NOTE 3) 295 PLF BLOCKED IV 15/32" MIN 8d @ 2.5" (NOTES 3,7 &8) 435 PLF BLOCKED NOTES: I . ALL PANELS SHALL I3E 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, @l6" 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.U. 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 I I. 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 (r), 12" OC ELSEWHERE) e Z I ` ' c9. C r tc., Li CS/ ,ry1.) wr f-i2 6 g. U rPt`x. f-(_ SHt -4 re._ 8 _/ —v 41.1- 145) /Ls 14"*. rfe, t 0 �bx�u z � L. 11 Z�6 TYI'• i 12 24 F- ^' , m C 4S' SrNc 4, 7 p1 -3 r(P u P1'c /L Ft. FR. M ' 6 k - 4 FL. S H L(- Trots) ( (0 peel 'e-p) 0 e. 1 1 0 ---,3-.111 I x M 1 6 `rio 6 I (c 5 6 e Wish clot.) Covif er 77. L _ _... ..* -. ;... ..• ..-. : • • - t. :. co t . W/ I 6148 Fee 6104 4 � w :1. $I . 4 d' peat. F . (S) ` I e ' .L_ • . ; ••, .._.•i !•. • r •. • r °3 .•. r — '1 0 1 1 ot, c,prf r ` 1101 r oK F, e / 6 ''6- C_ I z3 . ' WANG ENGINEERING, INC. JOB NO. n 03 6 ` PAGE 74 OF CONSULTING ENGINEERS DATE S Y(P /d 6 BY M 7111 CHECKED BY PROJECT /CAI 54770 5- TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT 1 . 2,858' ISO I 4 lotP6 . 40 Z S'.x It X l xla x t a r . /441 0. # /� 1 WinBeam By CAST TIME : 08/06/06 14:54:00 Page: 1 I 1 Proj .: 59th Ave &7 Lot 2 , k M c Tr 1 TITLE: Porch Bm / I *+*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * SUMMARY OF THE INPUT INFORMATION * TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet Hinged support at X= Hinged support at X= Hinged support at X= * SUMMARY OF THE RESULTS * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.000 11.750 17.750 * Total number of different materials 1 From X= 0.000 to X= 18.750 E= 1600.000 ksi * Total number of different sections 1 From X= 0.000 to X= 18.750 IX= 231.000 Inch * *4 * Total number of distributed loads : 2 Unit lb /ft At X= 0.000 W1= - 135.000 At X= 11.750 W2= - 135.000 At X= 11.750 W1= - 235.000 At X= 18.750 W2= - 235.000 * LENGTH UNIT Feet ; FORCE UNIT : Lb * MAXIMUM VALUES * Max. displacement is 0.00151 at X= 0.000 * Min. displacement is - 0.00457 at X= 5.875 * Max. shear force is 867.03567 at X= 11.750 * Min. shear force is - 950.02770 at X= 11.750 * Max. moment is 1176.36297 at X= 5.875 * Min. moment is - 1587.66785 at X= 11.750 * TOTAL APPLIED LOADS * SUPPORT REACTIONS I t x $ 'T'- Total applied concentrated load: 0.000 Lb * Total applied concentrated moment: 0.000 Lb Feet * Total applied distributed load: - 3231.249 Lb * Reaction at X= 1.000 : Force= 719.214,Moment= Reaction at X= 11.750 : Force= 1817.063 Moment= * Reaction at X= 17.750 : Force= 6917 Moment= aQo46x �1( 1 WinBeam By CAST TIME : 08/06/06 14:54:00 Page: 2 1 1 Proj.: 59th Ave S, Lot 2 1 1 TITLE: Porch Bm /6 7 0.000 0.000 0.000 .0 o 4 • WANG ENGINEERING, INC. JOB NO. 7t),3'tS PAGE Lk-- CONSULTING ENGINEERS DATE q6/06 BY Ad ri,\ CHECKED BY PROJECT IC SUBJECT TEL: (425)489-0927 FAX: (425)489-0927 i u Prrit ■1•; vp 614\ ze t3q ef-1:0 a7 (e6Q0- r$54 1.1.0+ 0-1 A a. x.402.77 —r- o 4,6 C 0.1 0-tL 6 476i x 3, c.$) a 4 7 I , 4 - co ts 964 4- e r34 r A 0 4 - 1 ) 1.1 4 3674 . • , )e 4. (4 9 Q,3 t 0? 114 0,34% July 19, 2007 Chad Detwiller 3601 West Marginal Wy SW Seattle WA 98106 Dear Mr. Detwiller, S City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D07 -194 Rehabitat Northwest, Lot 2 —13332 32 Av S This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 433 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal, I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. encl File No. D07 -194 P:\Permit Center\Coirection Letters \2007\D07 -194 Correction Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: July 3, 2007 PROJECT: Rehabitat NW SFR - Lot 2 PERMIT NO: D07 -194 (2° review) PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please revise your site plan per attached July 18, 2007 Public Works fax. joanna Comments 2 D07 -194 PUBLIC WORKS DEPARTMENT COMMENTS TO: D /O I IIer DATE: 11100 - i TITLE: j Pi 0 ce M ,per FROM: ij 0 Q4� 5 J 2ti& COMPANY: No TITLE: Devaopryu44 ' 44eJr DIVISION: + . ,. �,• -,.... .. -:i. -s ssy;:;tzc:swr?+x: �:m: -+c.• :s .v. .wrnx.ssr,:vssms:�c: �r:�savo:,�,�:,,•;.r. DEPARTMENT: vyo...,..M1rrw.mz • r•:!!+_« .szs,..,- .rw,,....,,,........... nr„ sr..?!......,•„- „..v...... :.. .. cam;.. •s:•:.,,• FAX NO. CALLED: 6 133 - /365 SUBJECT: e, Ivo 0W a et 13332 -- 3Q 4 5 .D0 '-199 - COMMENTS /MESSAGE: sivow p ro L.►. es 2 e s bf 2 . 5k,ow oovre ct to cai°,„, 4 G) f o c-&- di vvl fAA,s DLLs 4 - s rA. uPwre. gy p{^ ✓r vac+ . tle e, st, - ir�� diwoe� s ro 3 �� o w M/ c, a,,,. s be p ro QA-vd AAA hvt,b- 44..)z, scleAys2,e,tc IAN p/L e 1 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: CI i _ OF TUKWILA - PUE. SIC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER (206) 431 -3665 TOTAL NUMBER OF PAGES TRANSMITTED, INCLUDING THIS COVER SHEET: SENT BY (INITIALS): J5 TUKW1lA PUBLIC WORKS DEPT. - 6300 Southoenter Blvd, Tukwila WA 98188 - (206) 433 -0179 July 6, 2007 Chad Detwiller 3601 West Marginal Wy SW Seattle WA 98106 City of Tukwila i, ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -194 Rehabitat Northwest, Lot 2 —13332 32 Av S Dear Mr. Detwiller, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at 206 433 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throuEh the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerel I MAt fer encl File No. D07 -194 44 arshall clinician P:\Pennit Center\Cor ection Letters V007007-194 Correction Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: June 6, 2007 Project Name: Rehabitat NW Lot 2 Permit #: D07 -194 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a site plan that shows topographical lines indicating any lot slopes. Topographical lines are shown in 2 ft. elevation intervals. Please note that elevation views shall be consistent with sloping conditions. 2. Please be more specific as to which infiltration system will be used for down spout and footing drains. Down spouts shall be separate from the footing drainage system. The intent is that groundwater will not back up or accumulate in the crawl space. (IRC R405.1, R408.6) 3. Identify location and size of crawl space access. Crawl space access door from inside the house shall be insulated and weather - stripped. Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: July 3, 2007 PROJECT: Rehabitat NW SFR - Lot 2 PERMIT NO: D07 -194 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit an "AS- BUILT" plan, prepared by a WA State licensed engineer, showing required short plat infrastructure constructed under PW06 -020 permit. Provide topo on your site plan, existing and proposed contours and spot elevations at critical areas. Revise your plan per attached mark -up. 2) joanna Comments 1 D07 -194 PUBLIC WORKS DEPARTMENT COMMENTS ACTIVITY NUMBER: D07 -194 DATE: 07 -24 -07 PROJECT NAME: REHABITAT NORTHWEST, LOT 2 SITE ADDRESS: 13332 32 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After. Permit Issued DEPARTMENTS: Building Division ❑ Public WoXks 1 fiber Z DET RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete n Comments: PERMIT COORD COPY "-/ PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1d Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ❑ Permit Coordinator n Planning Division DUE DATE: 07-26-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 08-23-07 Not Approved (attach comments) n DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -194 DATE: 07 -6 -07 PROJECT NAME: REHABITAT NORTHWEST - LOT 2 SITE ADDRESS: 13332 32 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: B I ing" "Division Public Works 1 i Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PERMIT COORD GOP `L PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: MI l' YVT Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Planning Division ❑ Permit Coordinator DUE DATE: 07 -10 -07 Not Applicable ❑ No further Review Required DUE DATE: 08 -7 -07 Not Approved (attach comments) Staff Initials sot-TWIT COORD COPY `� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -194 DATE: 06 -01 -07 PROJECT NAME: REHABITAT NW LOT 2 SITE ADDRESS: 13332 32 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #_ Revision # After Permit Issued DEPARTMENTS: Buing public orks Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Weigh Documents /routing slip.doc 2 -28-02 Ca Al* 0 Fire'Prevention >r Structural ❑ Incomplete Structural Review Required II Departments issued corrections: Bldg s tO Fire ❑ Ping ❑ PW 17i Staff Initials: ( 4 , Pla Wing Division Permit Coordinator ❑ DUE DATE: 06-05-07 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ LETTER OF COMPLETENESS MAILED: Staff Initials: TUES/THURS ROUTI : Please Route REVIEWER'S INITIALS: DATE: No further Review Required n DUE DATE: 07-03-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 7( Notation: REVIEWER'S INITIALS: DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 //9/40/ ❑ Response to Incomplete Letter # Response to Correction Letter # Z ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 32 Aur $ - {,ot 7-- Project Address: /3632 &Z- aue. wee - Contact Person: d 44.A)ilV€> Phonne Number: (2e."4.15:51,2 / - 7355 Summary of Revision: rr #J L/4 �w4 (.,?e. car f rorA•,r•'t'y i; NHS per' ige vr� •k ( (K /� 4kw cl e-s F 4- • At.oJ L ' s I rot r A., cl.ac7,1i. d • J er-; ode 4.-rN Pteulc L Sc . Moved G e Pe( Po5P4r 41, I: vol. eft-y. kL Sheet Number(s): City of Tukwila \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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. tukw ila. wa. us Plan Check/Permit Number: bbl "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: </r Entered in Permits Plus on 7 ;7 M-67 Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED Ct t Y ur 1 uKWILA ' JUL 07I PERMIT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: . /// 7 Plan Check/Permit Number: D07 -194 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Rehabitat Northwest, Lot 2 Project Address: 1333232 Av S // Contact Person: G .a.lk/ Phone Number: 6706) fJa - 7J Summary of Revision: A144/ co.() /.iUC' P,. 0.4 ,... . ddg �S�o'eds��'°'` , ,1 G'a1FS �� / G®r►.,,s 41)t) � ' ` �+f I pfeved)i (�, -eta cloc,,�, (a� r JO o-S`.,C . i � ¢ OVd ) �'�ou_se c -1-o �e 10o 4 o ,4k -e exdJrtSS J'/�✓ de i er'N `'`J/ Sc�9 ..k, /r Aorfiespx AD !Vo fo exc. �Y� G , 1�, oN��i f .54r 1 i\7¢$ ,( � ��t ! LW. (JcJe.6 Tor ttra.F- 44. f , Kr fJCe- c •*, S kw( a-1 /0 c D 1� q T 1-;- S -� c4-M e-64.5.050 t � s 44 -jcr ! 134 S oresi 4 4-K.44 4 4-K.44 L a&NJer Pit) Q�rth�. / , jeJ &36 f_ ON S1 4 CPat_,3 1 „V esCG�.1 De , r / - Rid+ U . 1 CS� 1%►r+er�1 5 � Ja�ac :k 5(.1.3 et— O�tt0 -: �.\6`rLT � e44 e v- `crap- U� V.e t7 , Sheet Number(s): 4 1 A.S "Cloud" or highlight all areas of revision including date of revision / R Received at the City of Tukwila Permit Center by: �-- Entered in Permits Plus on 7— 41-07 \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director fiEGEiVED CITY OF TUKWILA JUL -6 2001 glisfq CENTER QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees PROJECT NAME /333(9 30- S 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 s� Erosion prevention Water /Sewer /Surface Water i oa 0 Road/Parlcing/Access 4 c oc) 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) 5. Enter total excavation volume >6 cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 0925.02 Last Revised Jan. 2006 1 $ 3a _ TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3 ` t57) 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. $250 (1) (5) (4) RECEIVED JUN -1 2007 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for l' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1' 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2-1 (10%) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ ( The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ ( Approved 09.25.02 Last Revised Jan. 2006 2 $ (6) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Approved 0925.02 Last Revised Jan. 2006 Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $ 1,000 Temporary Meter 3 RECEIVE[ JUN -1 2007 PERMIT CENT t, Land Uses Unit of Measure Zone 1 Zone 2 Zone 3 Zone 4 Cost per Trip All Other Uses $1,736.801 $1,357.77 $1,061.20 $819.38 Residential Single Family dwelling $1,659.35 $1,297.22 $1,013.88 $782.84 Multi Family dwelling $712.09 $556.69 $43b.O $335.95 Retirement Community dwelling $722.89 $565.13 $441.69 $341.04 Nursing Home /Convalescent Center bed $289.15 $226.05 $176.68 $136.42 Assisted Living dwelling $289.15 $226.05 $176.68 $136.42 Commercial - Services Drive -in Bank sq ft/GFA $23.14 $18.09 $14.14 $10.92 Walk -in Bank sq ft/GFA $18.67 $14.60 $11.41 $8.81 Day Care Center sq ft/GFA $9.28 $7.25 $5.67 $4.38 Library sq ft/GFA $4.24 $3.32 $2.59 $2.00 Post Office sq ft/GFA $6.46 $5.05 $3.95 $3.05 Hotel /Motel room $1,107.80 $866.04 $676.87 $522.63 Service Station VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Service Station /Minimart VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Service Station /Minimart/Car Wash VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Carwash (Self -Serve) Stall $2,826.58 $2,209.72 $1,727.06 $1,333.51 Movie Theater screen $64.24 $50.22 $39.25 $30.31 Health Club sq ft/GFA $4.42 $3.46 $2.70 $2.09 Racquet Club sq ft/GFA $1.99 $1.56 $1.22 $0.94 Marina Berth $247.38 $193.39 $151.15 $116.71 Commercial - Institutional Elementary School /Jr. High School student $195.27 $152.66 $119.31 $92.13 High School student $131.43 $102.75 $80.31 $62.01 University /College student $267.56 $209.17 $163.48 $126.23 Church sq ft/GFA $1.15 $0.90 $0.70 $0.54 Hospital sq ft/GFA $2.22 $1.73 $1.35 $1.05 Commercial - Restaurant Restaurant sq ft/GFA $9.56 $7.48 $5.84 $4.51 Fast Food Restaurant w/o drive thru sq ft/GFA $12.27 $9.60 $7.50 $5.79 Fast Food Restaurant w drive /thru sq ft/GFA $16.26 $12.71 $9.94 $7.67 Industrial Light Industry/High Technology sq ft/GFA $2.06 $1.61 $1.26 $0.97 Industrial Park sq ft/GFA $2.06 $1.61 $1.26 $0.97 Warehousing /Storage sq ft/GFA $1.15 $0.90 $0.70 $0.54 Mini Warehouse sq ft/GFA $0.50 $0.39 $0.31 $0.24 Attachment A Traffic Impact Fee Schedule 2007 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) 2 PERMANENT FILE COPY D07 -19'{ City of Tukwila Impact Fee Zones 0 NOT TO SCALE 1 owner /Agent Signature CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district 't c •v - I � .tlr � '�1'171r�c'rfi,:t !emf.'rt,l, +lr1n 0'4 , 0 7. Site address (attach map arid,legei description showing hydrant location and size of main): iJA ' g /68 17 1 b t Name; G a /�- )`e),`f l •ems Address: Phone: ex))93 9n9@: (f _ ( I T Wi4 rc t Address �uAe OI lJ Mo Iry l�a� st,) Phone:0 ) 131_ 7 S This certificate Is for the purposes of: tg, Retildential Building Permit ❑ Commercial/industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): I • Vehicular distance from nearest hydrant to the closest point of structure is 7 S ft. Area is servedby (ureter Utility District): KC-1.) L (ZS 0 2S ❑ Preliminary Piet �:Zlx.r .�.einv!rt�yt 1. The proposed. project is within Tt.t..k tJ t l a 1 I< ; 2. No Improvements required. I hereby certify that the above Information is true and correct. t< i C.o. 0rt -T-,�t 0rs.q . • I25 Agency /phone 2040_ 2.42--tr PERMIT NO.: Permit Center /Build Division: ZOO:43 'M67e Public Works Department: 206- 433 -0179 Planning Division: 206-431-3670 ❑ Short Subdivision ❑ Other Date %D7 r 3. The improvements required to upgrade the water system to bring 11 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 U more room is needed) 4. Based upon the Improvements listed above. water can be provided and will be available at the site with a flow of L ? 66 gpm at 20 psi residual for a duration of 2 hours at a velocity of 14% , fps es documented by the attached calculations. 5. Water availability: 12 service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System Is not capable of providing service to this project. JUN —1 / PERMIT GEN I t . By This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." (City /County) RECEI %F 5 —Z —o Date kpires CS -z -be) t)�7 191! Part A: (To Be Complete by Applicant) Purpo a of Certificate: : i K4 Building Permit I. Preliminary Plat or PUD ❑ Other ° ' : ❑ Short Subdivision .-. ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi- Family ' ❑ Commercial ❑ Other 1 �1 -II._ 1 Phone:S` z.S) $z9 - 5293 0l '- J Applicants Name: hard' o +w i! I& - - Rdiezi f L+ a,� 20(,) Ra-- T.355 Property Address or Approxi ate ocation: Tax Lot Number: 133J 'Id i 3As 5 ie., 15aA0l-i -c1 to( Legal Description(Attach Map and Legal Description if necessary): L 07 z Part B: (To Be Completed by Sewer Agency) 1. ® a. Sewer Service will be provided by side sewer connection only to an existing 6 �, size sewer fJ feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or . • ❑ (2) the construction of a collection system on the site; and /or ❑ other (describe): .(3) 2.. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, . OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. CP a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. ex? Service is subject to the following: PERMIT: $ 10b a. District Connection Charges due prior to connection: _ cc . GFC: $ ? 3U SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) ti King County /METRO Capacity Charge: Currently, $51957“fr.esidential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required 0 May be Required • . RECEI " EL' c. Other: JUL - G 2007 CORR TION PERMIT CENTS, Resialer tial: $50 CERTIFICATE' OF SEWER AVAILABILITY /NOWAVAILABILITY Commercial: $100 06 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from ; date of signati$e. Tit • 741:570,......irary rtuau auuirI P.O. 8 69550 Tukwila, WA 981611 Phone: (205)' "242 -3236 Fax: (206) 242 -1527 lye" 2 Dale 194 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 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= REHABNI973KZ 08/07/2007 Project Information: Project Address: 1 3332 32th Ave South - Lot 2 Tukwila, WA Tax Parcel: 152304 -9101 Project Owner: Rehabitat Northwest, Inc. 3601 West Marginal Way SW Seattle, WA 98106 Contact Person: Chad Detwiller Office: (206) 932 -7355 Fax: (206) 933 -7355 Direct: (425) 829 -5298 Lot S.F.: 6,524 SF Existing Center Line (32nd Ave South) 10' Roadway (32nd Ave South) 6' Tar Shoulder Connect with Existing Tar Shoulder Pavement Cut (1" in depth) 30' SEPARATE PERMIT REQUIRED k ileichanical • Eir Plumbing Sr Gas piping Cit of Tukwila BUILDING DIVISION REVISIONS t4o changes shall be a pPro e scope oi Qf Tu kwi Building Division. Revisions will require a new plan submittal NOS: and may include additional plan review fees• Lot Calculations: Legend Lot Area: 6,524 SF Total Footprint of Dwelling: 1,830 SF Total Lot Coverage: 28.1 % Total Area of All Decks: 174 SF By Date: Typical Pavement Cross - Section: 1 1/2" Pavement 4" 518" Crushed Rock Structural Fill (min Depth 4 ") FILE COPT Permit No, Plan review approval is sub Approval of �, j to errors and omissions, nstruction documents does not authorize the violation cf c "y acc code or ordinance. Receipt of approved ; : Cz ccnd:tions is zsknot vledget, City of Tukwila BUILDING DIVISION 'G Gr • • ❑ a L , w00 r. ( Stockpile with Clear Plastic Cover Filter Fence 0 DS Downspout Location Slope Direction CPC . /. - G tit A ❑ ' P Existing ROW Proposed Water Meter Existing ROW top 12S Co y Gas Undergroun • - lectnc (. 20' -0" 26' -p" t Alb If iy Storm - Swale Provide Grate for driveway run -off Tightline to Storm Detention System a (n) m T� Sr t( Li ( t)SPE GTI o L, Ifai — p SINGE I1 ' DOESN'r 1 NSPi cr OoW N sr 0 F TH6 (A)M, oDS E O DW (1) 0 1 12' -p" 0 10' -0" Max 0 1 3 1_ 0 , 1 — Mir- 76' -11 13/32" 76.95' Garage FF = 312.00 Proposed 3- Bedroom Residence 1,830 SF Footprint Kingston II Model 13332 32nd Ave South 76' -11 11/16" 5 5TOPM ee6er4 Gas Meter 34' -0" 76.84' Connect to Existing 6" Service 28' -0" ao House FF = 313.00 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 te field inspection by thi.: Public Works utilities inspector. Date: By: •7 3 o7 1 � c) �o DS DS CORRECTION LTR# Cr 3 '_ 0 " 1 SDCO #9 RIM = 312.0 IE = 308.50 13' -11 9/16" ` 4" Perf Pipe to Connect Footing Drains to Infiltration System 4" PVC to Connect Downspouts to Infiltration System ( � CPC • Q Existing 6" PVC Storm Pipe - Connect Footing Drains & Roof Drains to On -Site Detention System C9 � 11 11� JUL 2 4 7101 i "\70HMLi r/ �r CY7 � Nft OC C'7 0 C c c b 0 CN 1 ■ o I- +-r (f) 0 Q z-o C6 (- NJ C\i CO C FLOOR AREA, FT2 2 OR LESS 3 4 5 6 7 8 4 WALL- EXT. BELOW GRADE MIN MAX MIN MA:) MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 OPTION 10 GLAZING AREA: % OF FLOOR GLAZING U- FACTOR 9 DOOR U- FACTOR 2 CEILING 3 VAULTED CEILING 12 WALL ABOVE GRADE 4 WALL - INT. BELOW GRADE 4 WALL- EXT. BELOW GRADE 5 FLOOR 6 SLAB ON GRADE VERTICAL OVERHEAD I. 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II. 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 IV. UNLIMITED GROUP R - 3 OCCUPANCY ONLY 0.40 0.58 0.20 R -38 R-30 R -21 R -21 R -10 R -30 R -10 FAN TESTED CFM 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMTER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 2 50 4 INCH 25' -0" 4 INCH 70' -0" 3 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' 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 SUPPLY FAN TESTED CFM AT 0.4" WG SPECIFIED VOLUME FROM TABLE 3 - 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 GENERAL CODE ALL REQUIREMENTS OF THE 2003 INTERNATIONAL RESIDENTIAL CODE 3rd EDITION, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING CONSTRUCTION TYPE: VB SEISMIC ZONE: OCCUPANCY GROUP: R -3 WIND SPEED: FIRE ZONE: 3 EXPOSURE CATEGORY: 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 3 CARPENTRY LOADINGf1 n n n n ROOF 15 PSF DEAD LOAD FLOOR 10 PSF DEAD LOAD CEILING 5 PSF DEAD LOAD DECK 5 PSF DEAD LOAD INTERIOR PARTITION EXTERIOR PARTITION 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 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 FB HEM -FIR #3 75 500 STUD GRADE 75 675 JOISTS & RAFTERS HEM -FIR #2 (2X10) 75 1075 1,300,000 HEM -FIR #2 (2X10) 75 980 1,300,000 BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 95 960 1,600,000 6" NOMINAL DOUG -FIR #1 85 1,350 1,600,000 GLUE LAMINATED TIMBERSE DOUG -FIR LARCHE (24F -V4) 165 2,400 1,800,000 STRUCTURAL COMPOSITE TIMBERS❑ LAMINATED VENEER LUMBER 285 PARALLEL STRAND LUMBER 290 2,600 1,800,000 2,900 2,000,000 + 25 PSF LIVE LOAD = + 40 PSF LIVE LOAD = + 10 PSF LIVE LOAD = + 60 PSF LIVE LOAD = E 1,200,000 1,200,000 2 85 MPH D 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" 0.0. 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 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 I5 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: LITHE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN GARAGE AND WHICH GENERATE A FLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM MECHANICAL CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' -O" 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. * 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 TIMESTHE TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) MINIMUM. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 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 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. n® RECEIVED JUN -1 2007 PERMIT GENIE - ig4 N J U 0 0 9 0 0 CV Z '5 L 0 Ci Nft 0 CD C CC) (NJ Cr) N co N C �1 V♦ a) 0- Q z - 41 c N CD p m CD sviD 0 L r 1 y 25' -10" E E 1,1-6" 1, 9'-4 114" 101!8" 1 I L 1 'T1 0 1 Cll 0 - CD .} I I -0 �1 1 9' -4 114" 9'-4 1/4" 9'-4 114" 25' -10" I 8' -0" i . 10 1/8" 25' -10" V 11 i ' 10 118" 25' -10" 8' -0" 8' -0" 8' -0" X 4, 7' -7 5/8" 7' -7 5/8" 7' -7 5/8" 7' -7 518" Rehabitat Northwest, Inc. - (206) 932 -7355 32nd Ave Subdivision (Kingston II) - 13332 32nd Ave Tukwila, WA I I I I I � II I II I I 1 I I I I I I � I I I I I I r �r r i i In u n u I L J -' 5 0 0) CD j,1'6'j, 1 iff 1 ), 25' -10" 9' -4 1/4" 1, 1, 8' -0" J, 7'-7 518" f't I 110 118" [ I II 1 1 i I 9' -4114" 9'-4 114" SCALE: 114" = 1' DRAWN BY: CSD APPROVED =x N o ' y 1 8' -0" 110 1J8" 25' -10" 8' -0" 7' -7 5/8" 7' -7 5/8" DATE: May 02, 2007 REVISED DRAWING# 2004 -004 7 A3 PRODUCT CODE R.O. SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 48X30 HORIZONTAL SLIDER R.O. 4'-O" x 2' -6" 1 0.35 10 10 3.5 36X60 SINGLE HUNG R0.3' -0" x 5-0" 4 0.37 15 60 22.2 48X18 HORIZONTAL SLIDER R.O. 4' -0" x1 2 0.35 6 12 4.2 48X48 HORIZONTAL SLIDER R.Q. 4' -0" x 4' -0" 4 0.35 16 64 22.4 48X60 HORIZONTAL SLIDER R.O. 4'-0" x 5' -0" 1 0.35 20 20 7.0 60X60 FIXED PICTURE R.Q. 5-0" x 5-0" 2 0.34 25 50 17.0 24X60 SINGLE HUNG R.O. 2'-0" x 5' -0" 2 0.37 10 20 7.4 14X80 SIDELITE R.O. 1' -2" x 6' -9 1/2" 1 0,34 7.92 7.92 2.7 1 24X48 SINGLE HUNG R.O. 2 x 4' -0" 1 0.37 8 8 3.0 1 36X36 HORIZONTAL SLIDER R.Q. 3' -0" x 3' -0" 1 0.35 9 9 3.2 48X36 HORIZONTAL SLIDER R.O. 4'-0" x 3' -0" 1 0.35 12 12 4.2 48X42 HORIZONTAL SLIDER R.O. 4'-0" x 3' -6" 1 0.35 14 14 4.9 60X48 HORIZONTAL SLIDER R.O. 5' -0" x 4' -O" 2 0.35 20 40 14.0 WINDOW TOTALS 326.92 115.7 GLAZING % = TOTAL GLAZING AREA / TOTAL HEATED AREA 326.92 / 2269 14.4% AVG U -VALUE = TOTAL U -VALUE / TOTAL GLAZING SF 115.7 / 326.92 0.35 C4 CO I CN v1 nP 1 I _ � a 4 p v 7 V I 1 6' -0" C�) Gr) N-1 11' Q D 4 • -4 -- 4 4. a , . 11 1_ 9 11 d Covered Porch (Above) N Er) d :7 1 p Garage Slab Above 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill. Slope 4" toward OH Door. I"1 ° I I I rl .1 I 61 1 I i l l ,Q1 Ql 11 b1 a, 1 I.1 1 1 11 I°1 /4 4 a n 4 a 1 d ' 21' -0" ° a , z7 pn a Cra 0 Spa*( Ar i 6 MO Black Vapor 40' -0" - a p I 1 T ❑<I Ventilation Calculation: Per 2000 IBC, 1 square foot of ventilation for every 150 square feet of crawl space. Total Crawl Space Area: 1289 sf Total Required Ventilation Area: 8.59 sf (1289 / 150) Total Area of Ventilation per 7" x16" Foundation Vent: /8 sf Total Vents Required : 12 4x10 Beam Supported by 4x4 PT Posts over ,! Continuous Footing (Tye) .1 Kon for lock 0 Foundsdoon Plan P. e , ° ° p a 13' -0" 1><- Crawl Spate Are, 6 Mil Black Vapor 1 13' -8" a < . 4 A nt II a D a �e d a �e av 4 • I. 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 'A" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) Foundation Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Footings to have a minimum depth of 18" Below Final Grade. 3. Step Foundations per Site Conditions. 4. All Concrete Footings to Rest on Firm Moistured Earth with Minimum 2,000 psf bearins pressure (refer to Soils Report when Required). 5. All Wood in Contact with Concrete or Masonary or Expose to Earth or Weather to be Pressured Treated. 6. Verify All Demensions and Field Conditions. 7. Provide Temporary Bracing as Required. Until all Permanent Connections and Stiffenings have been installed. 8. Provide Double Joists or Blocking at Partitions Above. 9. Provide 15" x 7" Foundation Vents with 1/4" Corrosion Resistant Wire Mesh as Required per Code. 10. Crawl space to be a minimum of 18" Below Floor Joist and 12" Below Beams or Girders with min. 6 mil Black Vapor Barrier Gound Cover Lapped 12" at seams and extended to Foundation Wall at Sill Plate, typical. 11. All Beams to be 4 x 10 (see Notes Sheet for Lumber Strength Values. Unless Noted Otherwise. 12. All Posts to be 4 x 4 (4 x 6 at Beam Splices) Typical UNO. 13. All Isolated Spread Footings to be 18" x 18" x 6" Thick with (2) #4 Bars at Bottom each Way. Typical UNO. Glazing Schedule: Pre - Engineered Truss @ 24" o.c. - Roo 0o Framilng Nan 2x4 S -(This Pre - Engineered Trusses @ 24" o.c. ck- Framed 24" o. . Roof nIy) RECEIVED JUN -1 2007 PERMIT CENTET • w w 1 0 Co ( 4X6 Post 5 1/8" x 12" GLB Upset in Wall Above • : Line of floor Above 4X6 6X6 Rost _ _ Post Covered Porch oncrete) 6' -0" 12. Finish all Ceilings with 1/2" G.W.B. UNO. _ 10ouble IJC i t Double Joist Den/ Office CPT 11. r. Denotes Solid Bearing under Concentrated Loads, Use (2) 2x4 at 4' Walls UNO. . 1 _ 1 LO X SD 0 Main Floor Framing Notes: 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this Floor UNO. 4. All Exterior Walls to be 2x6 w/ R -21 insulation UNO. 5. All Frame Nailing to satisfy IBC Block all Plywood edges and nail with 1 OD at 6' 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 81" 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. 13. At Garage use 5/8" Type "X" G.W.B. at all Common Living Walls and Ceilings, wrap all Posts and Beams. 20' -9" Double . , DO- Z ( � O 9 1/2" 1JoTsts SCI Foyer 2 -Car Garage 2 Provide 26 Gauge Metal Strap anchoring Water Heater to Wall. . 16,11... _O.C. 18" Utilities Platform Formal Living Room HDW 13' -9 1/2" 34' -0" 14 Risers @ 7.5" 5 1/8" x 10 1/2" GLB Above 7 - 00r 1 0 a 4x10 Beam - Flush w/ ITT 29.5 Hangers (Typ.) Pan 2' -7" M CO 6' -6" 41-0" 6r 4'- 6 "4' -0" x11-51" -3'1 28' -0" 3' -0" Gas Fireplace 15. Hold Siding 6" Above Final Grade. 16 Fasten Muti -Lam 2x Beams per IBC. 13' -3" _ Line -of Float Ahdve 5 1/2" x 10" `PSL (Flush)- � 9 1/2" I- Joists BC! 5000 1.7 @16 "O.C. Fam* Room CPT Double_ Joist: _ .... _Double_ Joist Half Wall 36" High 9 1/2" I- Joists BCI 5000 1.7 @ 16" O.C. Kitchen Tile U O Formal Dining Room HDW a 13 1_ 0 " Eating Nook Tile 8' -O" 4' -0" x 4' -0 ' -5 1 /2" 13' -5 1/2" 0 0 e 0 M x 0 CY] 14. Provide 26 -Gauge Galvanized Sheet Metal Flashing above Windows and Doors. (Typ) Lap Building Paper over. 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. Denotes Bearing Point and Hold Down Location. ( 19. All voids to be Fire /Draft Blocked per IBC. 20. Install Water Heater per 1987 NAECA. See Sheet 1 Project from Impact pe � rr : a ZOO& � MG /1 -t' Face to be placed 18" vim` o0 1 hour furnace platform w/ (2) 3/4" layers Plywood. Prot ct from impact per 13 ° , MG., 2004, M e 22. Door between House and Garage to be 20 min rated. Solid core tig fitting with Self Closure. 23. Install Zero clr. frpl. pewr terms of Lists and Manufacturer's specs per IBC. 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. 9 co CV co M cV O N N Mod __ oar P _ Total Area: 2,800 sf Garage: 495 sf Decks: 261 sf Area Summary Basement Floor: N/A Main Floor Plan: 1,319 sf Upper Floor Plan: 1,481 sf Co 0 CV Co O Co �- x LC) 0 x r 8' -3" 6' -11" 1 -7" ,. 6 -2 i i D m 1 (e 6' O' cN 7 10' -7 1/2" Bedroom #3 CPT Closet Closet 6' -0" 9' -0" Bedroom #2 CPT N 2' -0" 2' -0" j, O cn x sb 4x10 Header Above Linen Cs Closet N ' -1 11' -2 7/32" 34' -0" 2' -4" 9 3 1 -7 " Open to Below cr) 1/2 Wall 2' -9" _ sb 4x10 Heade Above Main Bath Vinyl 0 Laundry Room Vinyl 0 ' -0" x 3' -O" 2' -0" x 4' -O 3, 31 - 1" co 2' -1" 24' -6" 3'_1" di , 4' -2 1/ 2 CV /S'2" 2' -1" 28 -0" C0 k -4 1/2-.4 1/2i, Khgeton 0 0 Modell Upper Moor P0an SD 7 15/32" e e lazing w/ W.I.C. 5` - -1 2 s l _ 4Y1 BATHROOM Tile 12' -1" 4x10 Header Above Glazing / Safety GI: SD 2' -6" 3' -6" 3' -0" Master Bedroom (Vaulted Ceiling) CPT 1 Ai L17 2' -1" 4x10 Heade Above 1 4' -0" x 4' -0" j , 3' -6" i N Co \ \ Upper Floor Framing Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this floor UNO. 4. All Exterior Walls shall be 2x6 w/ R -21 Insulation UNO. 5. All Frame Nailing to satisfy IBC. Block all Plywood Edges and Nail with 10d © 6" 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 IBC. 15. Ceiling Joists to be 2x6 © 24" O.C. typical UNO. 16. All Voids to be Fire /Draft Blocked per iBC. 17. All Tubs and Showers: - Fireblocking between Studs - Limit Shower Flow to 3 G.P.M. - Waterproof Wall to within 70" Above Drain Inlet - All Glazing within.70" Above Drain Inlet to be Safety Glass - No Vapor Barrier behind G.W.B. 18. All Smoke Detectors to be 110 Volt Interconnected w/ Battery Back -up. 19. Provide Continuous Handrail at all Stairs a min. of 1 1/2" away from Wall. RECEIVE JUL -6 ZOU1 PERMIT CEN l t -1 W cn W 0 10 N — \— 0 - \ T — \ — is C3) Exterior Per Elevation over Vapor Barrier over 7/16" OSB Plywood over R -21 Batt Insulatio over 2x6 Studs @ 16" O.C. over 1/2" GWB Typ @ Ext Walls 12" Diameter Poured Concrete Cylindrical Sonotubes @ Spacing Per Plan Tightline Storm Drain (4" SDR 35) 4" Footing Drain (2) #4 Reinforcing Bars Horizontal Continuous Continuous Concrete Footing FOYER Mtn ii1iit1t ao 6x12 1i1 2 q 4 d d 'a ��n ��n 4 b %. a e a . P Flooring per Plan over 3/4" OSB over 9 1/4" BC! Joists @ 16" O.C. over 5/8" GWB Typ UNO DINING ROOM d b: d �: 12" I l Space Vents (Typ) d Q: P: Q: P: b: d: d Qo �: d Qo 16" LA A . 7 ■ 1 1 11111111111111111 i iTtjilni iij2 7" x 16" Mesh Crawl 4" Poured Concrete Patio over 4" Granular Fill � '<A . ' 4 Concrete Patio over Sonotube (Not to Scale) Composite Shingles over 15# Building Felt over 7/16" OSB plywood over Pre - Engineered Trusses @ 24" O.C. (Typ) Backfill R -38 Blown Insulation Typ UNO q q d d d d a�e e�° e•e e•° e•° e�° . n. o. a. a. o. #4 Reinforcing Bar Horizontal 2' each way typ @ Patio Slab House Foundation #4 Reinforcing Bent Each Way Spliced Minimum of 6" @ Spaced 6" OC. Typ @ Porch House Foundation (2) #4 Reinforcing Bar Vertical @ each Sonotube (2) #4 Reinforcing Bent Each Way Spliced Minimum of 6" @ Top & Bottom of Each Sonotube Typ @ Each Sonotube _ = == q Q'n d . ' 1 =m =m = q .n � � � n ] "G, OPA iiliitei1i1111111111111111 Framed 18" 2 CAR GARAGE Utilities Platform 4" Poured Concrete Slab over Vapor Barrier over Mechanically - Compacted Construction Fill N C b ! 2 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 2x4 Thrust Block 1 11 1 1/4" Dia Min Handrail 6x12 �� 4 7- >< I 0 ao 0 o N O 0) Guards to Comply w/ IRC Section R312 INTERIOR STAIR (3) 2x12 Stringers Fireblocking @ Mid -span Landing (if Required) to Conform to the 2003 IRC R311.5.4 Beam per Plan Below Stairs install (1) Layer 1/2 G.W.B. on walls and ceiling TYPICAL 2X EXTERIOR WALL: FINIS P R E A O 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 TIGHTLINE STORM D (4" SDR35) SAND STOP CONCRETE FOOTING FLOOR JOISTS PER PLAN BATT INSULATION PER PLAN 3/4" T &G OSB SUBFLOOR GLUED & NAILED BEAM PER PLAN BOTTOM OF BEAM (2) SIMPSON A24 FRAMING ANCHORS @ EACH POST CONTINUOUS FOOTING 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 4" A O V n v A v v v A n A 16" v 1/ A > A —2X CLEAT ON EACH SIDE M 8" 4" 16" SOLID BLOCKING P.T. POST PER PLAN � 6 MIL VAPOR BARRIER 0 L (2) #4 BAR CONTINUOUS 1 1 " POURED CONCRETE WALL 6MIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL . 0 O 8" FOUNDATION WALL W/ CRAWL SPACE (Not To Scale) 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 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. 0 L F 3 1 0 O #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ LTERNATE BENDS & RIZONTAL @ 10" O.C. (2) REINFORCING BAR CONTINUOUS RECEIVE(` JUN --1 2007 PERM CEN i w w co cci Lin 1 _ 00 h c co Q CO c O - N . o U -.-I il Q 0 Z c73 � N CZ CO Cr) L L FDN & MAIN FL FRAMING �° I 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 7 1 n 1 S.O.G. ° n 1 ) „ ,..0 ' • 4x4 CoI w/ 16" x 16" x 8" Footing w/ (2) #4 Rebar E.W. 7- -- - - • co e � J n Bearing Wall I Above ----„ I 1 4' -7 1/2" ▪ S 4x4 CoI w/ 16" x 16" x 8" Footing w/ (2) #4 Rebar E.W. 11 L L II 14" x 10" Strip Footing w (2) #4 @ Center • - 9 1/2" BCI 5000 1.7 @16" O•C. 4 A • a `` b`�5 0 & e6 1 44 n 4 DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF (30 PSF BEDROOM)❑ ❑ DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D2 MB2 6x10 Cont 4 ° G 3" 2" 1 1/2" 3/4" 1 1 91/2 "BCI 5000 1.7 @16" O.C. /9 1/2" BCI 5000 1.7 @16" O.C. tr: r J STRUCTURAL GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR THE ELEMENT EXPOSED TO THE WEATHER, AND THE GARAGE FLOOR SLAB, AND (2) 2,500 PSI FOR THE ELEMENT NOT EXPOSED TO THE WEATHER, USING TYPE 1 CEMENT, AT LEAST 5 1 /2 SACKS /CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 W. CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL BE 5-7 %. MIXING SHALL BE PER SECTION 1905 OF IBC. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2' -0" EACH DIRECTION OR BY LAPPING REINFORCING 2' -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: Dou•Ie Joist r 1 (2) HGLT7-- N I!, ,-2x6 Rafters 16" O.C. UPPER FL FRAMING & MAIN FLOOR SHEAR WALLS JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. Trusses @24 "O.C, FB5 6 3/4" x 18" GLB (Flush) f 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. PRE - FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PRE - ENGINEERED STRUCTURAL LUMBERS: ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb =2,900 PSI, Fv = 285 PSI, Fcll = 2,900 PSI, Fc 650PSI, AND E =2.0 E, UNO. 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. P1 -4 11.5' 91/2 BCI 5000 1.7 @ 16" O.C. r Co a) F m x ITT2.06/9.5 Typ Double CS16 Joist (BM to Rim Joist) LO N NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE R602.3(1) I.R.C. UNO. WHERE A 3" SINGLE NOMINAL SILL PLATE IS USED, 2 -20D BOX END NAILS SHALL BE SUBSTITUTED FOR 2 -16DS COMMON END NAILS FOUND IN LINE 8 OF THAT TABLE. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND #2 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. GLUED - LAMINATED BEAMS: ALL GLU -LAM BEAMS TO BE OF DOUGLAS FIR COAST REGION KILN DRIED, NDS COMBINATION 24F -V4 1.8 E (Fb =2,400 PSI, Fv =240 PSI) FOR SIMPLE SPAN AND 24F -V8 1.8E (Fb =2,400 PSI, Fv =240 PSI) FOR CONTINUOUS AND CNATILEVERED BEAMS, UNO. USE WATERPROOF GLUE THROUGHOUT. LAMIMATED MEMBER TO CONFORM TO AITC STANDARDS 117, BE AITC CERTIFIED, AND BEAR AN AITC IDENTIFICATION MARK. CAMBER ALL GLU LAMINATED BEAMS TO 2,000' RADIUS UNLESS SHOWN OTHERWISE. L `O �Qo • OPN'G 0 N x FB1 /9 1/2 BCI 5000 1.7 @ 16" O.C. 34.0' i `9112" BCI 5000 1.7 @24 "O.C. 6.5' � 9 1/2 B ^I 5000 1•7 @1 O.C. - \ _, Double Floor Joist 3 1/8" x 10 1/2" GLB ' — Joist II II I STHD14 Typ -- V 4.5' I II P1 -3 ITT39.5 Typ - - 4x10 4x10 P1 -4 L 1 (3) FB2 Double Joist 8sa n d x • w ,.', ia. . "w'> .0 !r" 5 12 2x4 Rafters rn 8 @Y ! @ 24" O.C. 0 — 9 1/2 BCI 5000 1.7 @ 16" 0.0 FB4 Double Joist 9 1/2 BCI 6000 1.7 @16 " 0.0 7.5' 3.5' J � P1 -3 '0516 @ Window Corners 9 1/2 BCI 5000 1.7 , @ 16" 0.0 ` N P1 -3 (4 C ) ti rn 15 0 x • I M m u_ 0 x HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. C) D) TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16" OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 MIN STUDS @ 16" OC MAX., UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2)2x8 HF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4' OR LESS, AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER W/ 16d FACE NAILS © 12" OC MAX. (7) SPIKE LAMINATED 2 -2x COLUMN FOR HOLDOWN W/ 16d FACE NAILS @ 4" OC MAX. (8) PROVIDE SIMPSON AC OR BC CAP AT EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A MIN. 1" PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE STAINLESS STEEL. CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. N r W Z Z y/ rrrrrr r o > Q Z LL! W w co z o Z W Q 0 U= Z cn 2 o rrrr Z oc 0O O ( tn Z W rn Z .M.r. E • c-a w • Q C'7 F-- 0 = O W M • co c) oftS • Ce ® QW Z LL W Q = O Z Q Z Q O ft L T ! Z ft L! Z W W Q April 19, 2007 REM JUN -1 '' J PERMIT N 0 G0 N am . w ✓ a ' 1 5 Ridlge co PH Trusses - @24 "O.C. 1 (2 ' L CS16 L am` 1 1 DSC4 Q (Drag Strut Connector) -- Girder Truss d \\ Ridge \ 22.5' P1 -6 .Jack Truss s @ 24" O.C� (Hatched Area) 4x10 i C r 4.4F -1 4x10 I 1 Trusses @ 24" O.C. ROOF FRAMING & UPPER FLOOR SHEAR WALLS \ CS16 Typ P1 6 . -v- 6.8' 4x10 LL) Lt) i " l c) MARK SHEATHING NAILING 1 BLKG OR JOIST BOTTOM PLATE TO ANCHOR BOLTS (TO (NOTE S 3 &5) TO TOP PLATE BLKG OR JOIST CONCRETE FTG, SEE (NOTES 4, 5, & 11) (NOTES 5 & 12) GENERAL NOTES) P1 -6 3/8" MIN P1-4 3/8" MIN P1 -3 3/8" MIN P1 -2 3/8" MIN P2 -3 3/8" MIN, EACH FACE P2 -2 3/8" MIN, EACH FACE 02 -7 G2-4 NOTES: 1/2" GWB, EACH FACE UNBLOCKED 1/2" GWB, EACH FACE UNBLOCKED 15/32" MIN 19/32" MIN 1513Z' MIN 8d @ 6" O.C. 8d @ 4" O.C. 8d @3 "D.C. 8d @2 "O.C. 8d @3" O.C. 8d @ 2" O.C. 5d COOLER @ 7" O.C. (NOTE 6) 5d COOLER @ 4" O.C. (NOTE 6) 8d @ 6" (NOTE 3) 10d @ 6" O.C. (NOTES 3 & 8) 8d @ 4" (NOTE 3) SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) 4 4// HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) 5/8" ANCHOR BOLTS @4'O.C. 5/8" ANCHOR BOLTS @ 3' D.C. 5/8" ANCHOR BOLTS @ 3'-4" O.C. (NOTE 7) 5/8" ANCHOR BOLTS (NOTES 7 & 8) @ 2' -6" O.C. 5/8" ANCHOR BOLTS (NOTES 7 & 9) @ 1' -8" O.C. 5/8" ANCHOR BOLTS @ 1' -3" O.C. 5/8" ANCHOR BOLTS @ 6'O.C. 5/8" ANCHOR BOLTS @ 6'O.C. (NOTES 7 & 9) UNBLOCKED UNBLOCKED BLOCKED 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE - PINE -FIR, OR BETTER, @ 16" OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -T!E 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) '4 RECE RED JUN -1 2007 PERMIT CENTEF April 19, 2007 r 09 zz0) ® r w zr N N C: i w o w I—.1 d7 w 00 z (. 0 � cr) w ,o LL I o W O r z F- U z ® w ❑ ❑ ( f)E0 w w � z O • � N N W Q � a rm a w — • ._.! Lt CO r ig - r rr ;� SHEET S2 RECEIVED JUN -1 2007 PERMIT CENTER U • W C 7 z z 0) ", z E2 IW W u..1 co —1 Z Z W N gr O Z o z w ❑ w v ❑ Z Z CD Z m N N a W M .�.I C'r? April 19, 2007 N 0) 9 0 N u_ J N ,K . ' i C fir r.. G.^, a L Xr:..:, 06i08/ 0 SHEET S3 "OC ■■ HOLDOWN WALL PER PLAN 16d @9" SHEAR WALL PER PLAN 2X RIM (1 3 /4X LSL FOR PER PLAN TJI FL), UNO 16d @9" (2)2x FOR TJI F )I /4x LSL F UNO FJ PER PLAN 3 MIN. FOR SPLICED FJ 3" `�' 11 i • DBL JST PER HOLDOWN PER LAN 10d TOENAIL @8" OC S.W. PANEL SOLID BLKG TO MATCH HOLDOWN STUDS ABOVE 5 /8 " % %c A.B. @3' O.C. P1 -4 WALL, © 5' O.C. ELSEWHERE S.W. EDGE PER UPPER /� (CONT. FJ ALLOWED) J NAILING 111 #4 @18 E.W. SOLID BLK'G TO MATCH HOLDOWN STUGS ABOVE 2x BLK (TJI OR LSL PLAN ° ° / /,� /,� 1�� rr��rr��_ 10d �I k A FOR TJI FJ a� 2x4 MIN SCAB W 4 16d TO / O =�� ,...,.. _,,. 1 TOENAIL � 4X4 PT W /PB BASE & @8 OC � ( I BC CAP, UNO ROUGHEN & EDGE NAILING r EA ELEMENT IN LIEU OF \ - ° r \� / /� /� CLEAN, TYP _ \ JST PER PLAN FL BM, ` #4 SEE PLAN POST CAP (TWO FACES) © (2) z #4@16" °D PANEL BREA \ - L. ° Q L. ° -' � I � `� 4X4 PT W/PB BASE & r FL JST PER (2)#4 \ 001 / //c // / /r� /r� a ,. ° P / /r� /r BC CAP, UNO 3" 6" 3" PLAN FOR FTG PER PLAN FOR PER LOWER - SIZE ROWS 16d @12" O.C- #4 @12" OC o ° a o ° .. / / ° ° o ° oo ° , °° 4 o 4 J ° a OC SIZE AND REINF. /-0\ WALL STRIP FTG PER PLAN (2)#4 4 "" 8 "" ,�V 4 "" PER PLAN 2 ROUGHEN & CLEAN 5 4 / / / /( HOLDOWN PER PER S.W. NAILING 108�� r 8d@4" OC -.._ — ` ��` � 2X LEDGER 8d 2X6 BLK'G W/ EQUAL, 24" MAX A23 CLIP EA SHEAR WALL PER PLAN @4" OC 2X BLK'G W /(3)10d TOENAIL PER BLK - — .� _� _ � f _- END LOW ROOF SHEAR WALL, PLAN UPPER PLAN HOLDOWN PER PLAN 8d@ 4" 16d @9" (2)2x RIM (1 3/4x LSL FOR TJI FL), UNO SOLID BLK 2x4 MIN OUTRIG 8d @ 4" OC - __ -..... (6) 10d TO BLK'G STUD WALL a I OC EDGE : _ fir �....__,_ 16d P1 WALL; ` r ��— N],/� `� , J @ 'I G TO MATCH HOLDOWN STUDS ABOVE EA BLK'G gm r► ° P• ` � LEDGER W/ • 16d TO EA , 4 MAX OC GABLE END TRUSS SHEATHED AND NAILED TO MATCH SHEAR WALL r r: PLAN ' A BUSS PER PLAN ° 45 MAX @9" -6 16d @6" P1 -3 WALL P1 -4 WALL; 16d 3 @ „ ' 1fid @2 " P1 -2 WALL; 16d@12” ELSEWHERE II h 2X4 MIN \ 3 ROWS A t„ - (4)10d (3)16d TO EA STUD 1I"1 �� ► J � i ' � r ► i I` if r � ! ' L• ' \ �� ` WALL STUD O TO C ENAI @ r j• VA I PANEL BREA :a FL JST PER FOR SIZE 2x SOLID (TJI FOR TJI / ROOF TRUSS H3 @ EVERY PANEL BREAK 'l SHEAR WALL PANEL EDGE ' NAILING SHEAR WALL PE~ PLAN � DIAGONAL BRACING @ 48" MAX OC (2X6 FOR L >8', 2X4 FOR L =< 8') W/ (6) 16d TO BLK'G & A23 CLIP TO WALL TOP PLATE \ � ", PER PLAN OTHER TRUSS RAFTER PER PLAN W/ (3)16d TOENAILS TO LEDGER PER LOWER S.W. FJ PER PLAN i �" FL) BLK'G @ 48" OC 2 ROWS 16d @12" O.C. WALL PER PLAN EDGE NAILING O TO 3 NAILS NAILS EA \ ROOF TRUSS PER PLAN BM PER PLAN BALLON FRAMING IF DIAGONAL BRACING SHOWN ABOVE IS G BLK SHEAR WALL PER PLAN 7 10 OMITTED GIRDER 8d @4" OC EA BLK'G j SHEAR WALL 16d@9" O.C. 1/2" CDX 8d @6" O.C. PLYW!''= ' PER PLAN 2X MIN BLK'G, TYP SHEAR WALL, PER PLAN 12" MIN / (DRAG) TRUSS (2 PCS MIN), 2500 # CAPACITY 2X BLK'G W/(3)10d TOENAIL PER BLK'G ■, 1 8d @4" OC _— � (4)10d � /7 DSC4 DRAG CONNECTOR STRUT PER PLAN 2x4 W/ (2) 12g x3" WOOD SCREWS TO EA. LEDGER �-� �` • — SHEAR WALL, PER PLAN WIND•W OPNe / •.. �– X T T RAFTER OR ( 6.-14 ' l - -� =-- -- TRUSS) PER PLAN ►� , � 1/2" PLYWD GUSSET PLATE W/ (3) 6d MIN TO EA 2x ELEMENT DRAG TRUSS STRAP PER PLAN 1 3/4 "x RIM JST FL BEAM I ii 10d TOENAI @8" O.C. PER PLAN FL JST PER PLAN 2x SOLID (TJI FOR TJI ■ x LEDGER W/ 2 ROWS 1/4 "x4" LAG SCREWS @ 16' O.C. (TO RIM JST OR STUD), TYP STRAP PER PLAN, TYP @ EA CORNER ----\ FL) BLK'G @ 48" OC 10d TOENAIL @8" OC S.W. PER PLAN WALL PER PLAN ti 11 12 13 14 15 RECEIVED JUN -1 2007 PERMIT CENTER U • W C 7 z z 0) ", z E2 IW W u..1 co —1 Z Z W N gr O Z o z w ❑ w v ❑ Z Z CD Z m N N a W M .�.I C'r? April 19, 2007 N 0) 9 0 N u_ J N ,K . ' i C fir r.. G.^, a L Xr:..:, 06i08/ 0 SHEET S3