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HomeMy WebLinkAboutPermit D07-426 - TENG RESIDENCE - NEW HOUSETENG RESIDENCE 12016 42 AV S D07 -426 Parcel No.: 3347400285 Address: 12016 42 AV S TUKW Suite No: Tenant: Name: TENG RESIDENCE Address: 12016 42 AV S , TUKWILA WA Owner: Name: TENG TIENWIN+GUAN CAIXIA Address: 619 11TH AVE SE , JAMESTOWN ND 58401 Phone: Contact Person: Name: TIENWIN TENG Address: 9422 38 AV S , SEATTLE WA 98118 Phone: 206 -861 -6323 Cityif Tukwila Contractor: Name: JP CONSTRUCTION Address: 7500 S TAFT ST , SEATTLE WA 98178 Phone: (206)638 -7913 Contractor License No: JPCON * *932LQ 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 DESCRIPTION OF WORK: NEW SINGLE FAMILY RESIDENCE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, EXISTING WATER METER, SANITARY SIDE SEWER, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. PAVEMENT MITIGATION FEES APPLY IF STREET IS CUT. Value of Construction: Type of Fire Protection: Type of Construction: $310,442.16 V -B DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -426 Issue Date: 06/27/2008 Permit Expires On: 12/24/2008 Expiration Date: 09/12/2009 Fees Collected: $21,151.31 International Building Code Edition: 2006 Occupancy per IBC: 22 doc: IBC-10 /06 D07 -426 Printed: 06-27 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: City a. -iTukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 250 c.y. Fill 75 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied �. , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or • • erformance of work. I am authorized to sign and obtain this development permit. Allillill'hi Date: (96A-7/ F Signature: r +, Print Name: �l' M 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. Permit Number: D07 -426 Issue Date: 06/27/2008 Permit Expires On: 12/24/2008 Date: coli,t (-01) doc: IBC - 10/06 D07 -426 Printed: 06-27 -2008 Parcel No.: 3347400285 Address: 12016 42 AV S TUICW Suite No: Tenant: TENG RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -426 Status: ISSUED Applied Date: 11/16/2007 Issue Date: 06/27/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 007 -426 Printed: 06-27 -2008 18: ** *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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 21: Maximum grade for all projects is 15 %. 22: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 23: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: To schedule all construction fire - related inspections send an e-mail to fireinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 28: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 29: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 30: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 31: 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. 32: Any material spilled onto any street shall be cleaned up immediately. 33: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). doc: Cond -10/06 007 -426 Printed: 06-27 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 34: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 35: Owner /Applicant shall sign a Hold Harmless Agreement for work within the City right -of -way. 36: 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. 37: The Land Altering Permit Fee is based upon an estimated 250 cubic yards of cut and 75 cublic 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. 38: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 39: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 40: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 41: ** *PLANNING DEPARTMENT CONDITIONS * ** 42: The site plan sheet 0.1 indicates a future lot in the rear of the property. The City has never reviewed nor has the City approved a short plat on this property. By constructing a house on the property you are preceding at your own risk. The City is making no warranties, representations, or guarantees that a short plat can be approved on the property. In the future, if a short plat application is submitted to the City, the application will have to comply with all zoning and development applications at the time of submittal of a complete application. doc: Cond - 10/06 * *continued on next page ** D07 -426 Printed: 06-27 -2008 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: htt•: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: ;17; -PHietk Date: © 6/27A? doc: Cond -10/06 D07 -426 Printed: 06-27 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httpil/www Site Address: 12016 42nd AVENUE SOUTH Tenant Name: TENG S RESIDENCE 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 ** E -Mail Address: sunnyteng68@yahoo.com Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: OSSES CONTRACTORS INC. ROMILIO W. OSSES Contractor Registration Number: OSSESC1 014CK CRANE DESIGN INC. ZACH WINGERT edanttPeSatif LL TERRY POWELL Q:%Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: 3347400285 Property Owners Name: TIENWIN TENG Mailing Address: 9422 38th AVENUE SOWN! SEATTLE WA 981 1 8 -521 0 City Mailing Address: 9422 3 8th AVENUE SOUTH SEATTLE WA 98118-5210 Suite Number: Floor: 2 City Fax Number: City New Tenant: ®.... Yes ❑ ..No State Name: TIENWIN TENG Day Telephone: 206- 861 -6323 State Fax Number: 206 -772 -5810 Expiration Date: MAY 09 2009 State Day Telephone: 425-481-6601 Fax Number: 425- 481 -6371 Zip CONTACT PERSON- who do we contact when your permit is ready to be issued `' Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) 12323 85th AVENUE SOUTH SEATTLE WA, 98178 City State Zip Day Telephone: 206 - 229 -3067 ARCHITECT OF RECORD -- All plans must be wet stamped by Architect of Record 18000 72nd AVENUE SOUTH #109 KENT WA 98032 City State Zip Day Telephone: 425 - 656 -0559 E -Mail Address: Fax Number: 425-656-0579 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: T S E ENGINEERING Mailing Address: 12930 NORTHEAST 178th ST. WOODINVILLE WA 98072 -5708 Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): FOUNDATION AS ?ER PLANS. Will there be new rack storage? ❑.... Yes Existing Building Valuation: $ BUILD A NEW SINGLE FAMILY HOUSE ON A CONCRETE ..No If yes, a separate permit and plan submittal will be required. rovide Ail.Building Areas in quare Footage Belo addition to °`- istin Str ictur 1402 1518 RF1 35 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 3 Compact: Handicap: Will there be a change in use? ❑ Yes L No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INs,RMATION - 206- 433 -0179 Scope of Work (please provide detailed information): W er District ..Tukwila ❑ ... Water District # 125 ❑ ater Availability Provided Se er Distric .Tukwila ❑... ValVue ❑ ... ewer Use Certificate ❑ ... Sewer Availability Provided San itar Side Se2r ❑ ...Cap or Remove Utilities 14.Frontage Improvements ..Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water (6.4.) )4...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public „ „ Q:\Applicat ons\Forms- Applications On Line13 -2006 -Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ .. Renton 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. Su4mitted with Application (mark boxes which apply): Mr Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis - ❑ ...Bond 4 ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless— (SAO) .--1❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ Right -of -way Use - No Disturbance Construction/Excavation/Fill - Right -of -way ✓ 2.5° Non Right -of -way ✓ Total Cut ° cubic yards ❑ . Work in Flood Zone ' ...Total Fill ubic yards Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line WO # WO # WO # Private Private ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size 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: Water Meter Refund/Billing: Name: Mailing Address: City Day Telephone: City State State Zip Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type:; .{ Qty Boiler /Com fots0r: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500, Q.13TU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,0,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment .. r Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: OSSES CONTRACTORS INC Mailing Address: 12323 85th AVENUE SOUTH SEATTLE W ...9 1,78 Tt State Day Telephone: 206 - 229 -3067 Fax Number: 206-772-5810 Contractor Registration Number: OS S E S C 1 01 4 CK Expiration Date: MAY 09 r 2009 Contact Person: E -Mail Address: ROMILIO W_ OSSPS Valuation of Mechanical work (contractor's bid price): $ 12,608 Scope of Work (please provide detailed information): INSTALL ALL DUCK WORK NEED TO BRING HEAT TO THE ENTIRE HOUSE BUILDING, INCLUDES THE WATER HEATER. Use: Residential: New .... Replacement .... ❑ Commercial: New .... ❑ Replacement .... 0 Fuel Type: Electric ❑ Gas ....511 Other: Indicate type of mechanical work being installed and the quantity below: Zip Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: yP Qty .::Fixture Type:;' ' Qty Bathtub or combination bath/shower 3 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 3 Bidet Food -waste grinder, commercial 1 Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks Dental unit, cuspidor Shower, single head trap I Urinals Dishwasher, domestic, with independent drain 1 Lavatory /_ 1 0 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: OSSES CONTRACTORS, INC. Mailing Address: 12323 85th AVENUE SOUTH SEATTLE WA 98178 Contact Person: ROMILIO W . OSSES E -Mail Address: Contractor Registration Number: ON gitSC1014CK Valuation of Plumbing work (contractor's bid price): $ 11,600 Valuation of Gas Piping work (contractor's bid price): $ 2 Scope of Work (please provide detailed information): Building Use (per Intl Building Code): S /F Occupancy (per Int'I Building Code): Utility Purveyor: Water: TUKWILA Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: City State Day Telephone: 206- 229 -3067 Fax Number: 206 - 772 -5810 Expiration Date: MAY 09 I 2 0 0 9 TUKWILA Zip Q: Appliations\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 ICATION'NO'1 5 Applicable emits in this lication 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 AUTHORIZED;AGENT: Signature: �J.-�n NOVEMBER 12 , 2007 Date: Print Name: TIENWIN TENG 206 -861 -6323 Day Telephone: MailingAddress:9422 38th AVENUE SOUTH SEATTLE WA 98118-5210 City Date Application Accepted: I t(49-D 7 Q:Wpplications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Date Application Expires: Staff Initials: /, , n Page 6 of 6 Parcel No.: 3347400285 Address: 12016 42 AV S TUKW Suite No: Applicant: TENG RESIDENCE Receipt No.: R08 -03352 Payee: JIMMY PHAN ACCOUNT ITEM LIST: Description PHOTOCOPIES /DUP SERVICES 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 Payment Cash 1.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Initials: WER Payment Date: 09/24/2008 04:06 PM User ID: 1655 Balance: 50.00 Account Code Current Pmts 000/341.690 1.00 Total: $1.00 Permit Number: D07 - 426 Status: ISSUED Applied Date: 11/16/2007 Issue Date: 06/27/2008 Payment Amount: 51.00 doc: Receiot -06 Printed: 09 -24 -2008 Parcel No.: 3347400285 Address: 12016 42 AV S TUKW Suite No: Applicant: TENG RESIDENCE Receipt No.: R08 -03351 Payee: JIMMY PUAN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2508 58.00 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 Payment Amount: $58.00 Permit Number: D07 -426 Status: ISSUED Applied Date: 11/16/2007 Issue Date: 06/27/2008 Initials: WER Payment Date: 09/24/2008 03:59 PM User 1D: 1655 Balance: $0.00 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 doc: Receiot -06 Printed: 09 -24 -2008 Parcel No.: 3347400285 Address: 12016 42 AV S TUKW Suite No: Applicant: TENG RESIDENCE Receipt No.: R08 -02323 Payee: JIMMY PHAN ACCOUNT ITEM LIST: Description BONDS /DEPOSITS 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 Payment Check 2469 1,050.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Initials: JEM Payment Date: 06/27/2008 09:21 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000/386.908 1,050.00 Total: $1,050.00 Permit Number: D07 -426 Status: ISSUED Applied Date: 11/16/2007 Issue Date: 06/27/2008 Payment .Amount: $1,050.00 4197 06/27 9711 TOTAL 1050.0n Parcel No.: 3347400285 Address: 12016 42 AV S TUKW Suite No: Applicant: TENG RESIDENCE Receipt No.: R08 -02323 Payee: JIMMY PHAN ACCOUNT ITEM LIST: Description BONDS /DEPOSITS 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 Payment Check 2469 1,050.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Initials: JEM Payment Date: 06/27/2008 09:21 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000/386.908 1,050.00 Total: $1,050.00 Permit Number: D07 -426 Status: ISSUED Applied Date: 11/16/2007 Issue Date: 06/27/2008 Payment Amount: $1,050.00 4197 06/27 9711 TOTAL 1050.00 doc: Receiot -06 Printed: 06 -27 -2008 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 TOTAL: 20,075.02 Parcel No.: 3347400285 Permit Number: D07 -426 Address: 12016 42 AV S TUICW Status: PENDING Suite No: Applied Date: 11/16/2007 Applicant: TENG RESIDENCE Issue Date: Receipt No.: R07 -02535 Initials: WER Payment Date: 11/16/2007 04:12 PM User ID: 1655 Balance: $2,700.82 Payee: TIENWIN TENG TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Payment Check 897 2,002.61 PLAN CHECK - RES PW BASE APPLICATION FEE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/345.830 000/322.100 RECEIPT Amount 1,752.61 250.00 Total: $2,002.61 Payment Amount: $2,002.61 5133 11/19 9710 TOTAL 2143.94 doc: Receiot -06 Printed: 11 -16 -2007 RECEIPT NO: R08 -02321 Initials: WER User ID: 1655 Payee: TIENWIN TENG SET ID: 0626 SET NAME: TENG RESIDENCE 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 C08 -016 300.00 D07 -426 19,148.70 M07 -248 249.32 PG07 -306 377.00 TOTAL: 20,075.02 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Payment Date: 06/26/2008 Total Payment: 20,075.02 BUILDING - RES GAS - RES MECHANICAL - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE TRAFFIC CONCURRENCY TRAFFIC MITIGATION FEES WATER TURN -ON FEE SET RECEIPT Amount Payment Check 1003 20,075.02 TOTAL: 20, 075.02 Account Code Current Pmts 000/322.100 2,696.32 000/322.100 88.00 000/322.100 249.32 000/322.100 289.00 000/342.400 72.00 000/345.830 37.00 000/342.400 150.00 000/345.830 150.00 402/379.004 15,000.00 000/386.904 4.50 104.367.121.00 300.00 104.367.120 1,013.88 401/343.405 25.00 4201 06/27 K73.1 TOTAL 200-5.02 Project: Type of I spectio I 0 i ( ) 11 Address: 4 c 17,l) 1 / la 47 AvE- J a Date Called: Special Instructions: Date Wanted: (( a.m` 1 — 1la — o q P.m. Requester: Phone No: 3 —333 —x 77 1 3 0'7 -42‘o INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION El 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' A I 1 t! o/i=kp P 1 Inspec(r: (Date: , / 7 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Ins ection: , `' p %v�I / 0 ,- Address: /Zo /G / 4 05 9 leri 6vc- 'A ‘ (-- RAfT ,r3 e.. ` , d J ,ti( ,. it-1 e ,, nt Special Instructions: Date Wanted: /— /S— Uc . p.m. 2 o 7) /d `T" : Af e. , 3 4 - st ) w , n S P.c d r - 6 r61�r a J r l,Jll � 0 P_A 1 ✓ :( A '-t /A :la 0 0 e 0 k�Fc P 1^ «r r / A- �./. A, (e s t,,_ --,."- , 0,3e) 1, 1 R_ 5 A et l ) ('./1 c A- 7 ( i�l t - 1 ) 1 t " I I s pp . 4 :-3 /1 - n t Project, E Res Type of Ins ection: , `' p %v�I / Address: /Zo /G / 4 05 Date Called: Special Instructions: Date Wanted: /— /S— Uc . p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DO l/2 PERMIT NO. (206)431 -3670 Corrections required prior to approval. rte: ' f s. . c1 rl $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: rk I r_ f Type of spection: c ( 3,) r ,L. A5, Address: / �� `r / { ?,� /c 4L1 te S. Date Called: �--- Special Instructions: Date Wanted: / — ' // (.9 O % "�. p.m. Requester: Phone No: A4,13 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: J Inspor: t Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: d.6.- �.. A+t M'.' v 1ni.-. rasri•. t. a4�wL.y..�9i11'e�xi°7': . + #'�' ee'�V�.` «:..K Project: / `-e-° (M r Type of Inspecti on: & U Add 1 - - - k._-A s: ) 7,. v I (n •' J . — A ; T, J Date Called: - Special Instructions: Date Wanted: `a.m. P.• Requester: Phone No: INSPECTION RECORD Retain a copy with permit 0 O'] -1Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - COMMENTS: r nsPec k: , : (Date: 3 6( Approved per applicable codes. El Corrections required prior to approval. n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: `T 6 ✓Lc iI kAc Type of Inspection:___ tji ( �S ,01 Address: Date Called, 04 2. TAS goo �- Special Instructions: "---- Date Wanted: t a.m. 7 - 7 G - 0� Requester: Phone No: 7 — 3S'3 - 21/3 / 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Ra IL_ j '1 i - A a e ,1 A _,e,( 1 1nectc oc�` - sd A rate:63 _ 2 proved per applicable codes. I / I Corrections required prior to approval. n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Pro'es 1 NS C S - Type of nspection: 1 P At (ki (. Address: 12_ O 1 to L ( 4 1/ ( Date Called: Special Instructions: Date Wanted: m. Requester: Phone No: X -3 6S — l DO -1-tz INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION` g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: L eA r! e-n P f J e7717 1 1 InspecI6r: /) IDate:��Z.L �c7t1 LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: `Date: Project: - TVA e A e_ fr. JrA cz Type of Inspection:. \.... Ad t 4 zi _ 2 ,) ii, ,. , ii. so, \ A Date Called: Special Instructions: ' ! Date Wanted: ,-' - 1 I - OS a.m. 11:1113 Requester: Phone No: 7,403;0 3 3 — '797 INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Dorl -126, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 - (206)431-3 LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. C9141v1ENTS: I) (A4 (Ai k (-6 r A_ 7 ) t r (/ ijt r, 'Inspector: I /- o&A 'Date: 1 ( r eceipt No.: IDate: Project: ``TG -A 6 , acs: A ( Type of Inspection: f4Z' , , c Address: y j 7,o t (4 - A _ 2 ,- £ ate Called: / Special Instructions: /'. Date Wanted: C _ t 0 sy a.m. Requester: Phone No: 70( — 35 - 7fl3 J insp tor: 067 424 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 fJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. ❑ Corrections required prior to approval. .c. COMMENTS: Date: 9- 'Receipt No.: 'Date: Project: 2rs Type of Inspection: 6 1// S!r 5/s Y Ad 7,t/ ress: 420/l 42 4uS Date Called: Special Instructions: .�� Date Wanted: C f - 7'ee p.m. Requester: Phone No: aa6 3g3- 79/3 Ht INSPECTION NO. INSPECTION RECORD Retain a copy with permit P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20( Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Inspector: IDate ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit k31 7 'Zc 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: 6, R . Add ess: / . 2 6 / b I? 4u Special Instructions: Type of Inspection: w��L /S� .i /hMv r Date Called: 7 Date Wanted: 3 0Z Requester: INSPECTION NO. Phone No' 2 q 5- 7g/ Approved per applicable codes. ig Corrections required prior to approval. COMMENTS: 4.40 4// ems/ p /`/A /A /. 2/A/,5 / IU e+P y6 0.00 REINSPECTIO FEE REQ1) ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Addres : 0 Z( I Z} Ut S Special Instructions: Type of Inspection: 1 r ? n J 3 ' ( V Date Called: Date Wanted: 6 l_ a.m Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to a / q P approval ' j COMMENTS: I 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: PERMIT NO. (206)431 -3670 'Date: COMMENTS: Type of Inspection: UAJLT PI—Jr = `7 - ,s ..E._7 sue rP L L d,/1 ra.„ P /w,, -t--or !L ej Requester: _ ,• k Phone No: 7.0G -3 k3 —r 7/0 ( ,- t (c 6(3,- -tci — 7 e'..c < A __ n 1 Project: 1 ms & R S e� c Type of Inspection: UAJLT PI—Jr Address: h J I Td !p 4 1�AuE_ f,, Date Called: Special Instructions: Date Wanted: S -- 1 — a, /p.m Requester: Phone No: 7.0G -3 k3 —r 7/0 �I S O7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 44C 6300 Southcenter Blvd., #100, Tukwila, WA 981138 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: Project 1b CZfS• Type of Inspection: ¶ c2 nNCB >2A /NS Address: t?_0(Co L1Z, Date Called: Special Instructions: . . Date Wanted: 7— 30 Requester: Phone No: 0_U 6 ,-- 383 -7q) INSPECTION RECORD Retain a copy with permit b40 ( 4Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: J Inspqp r: Da l 5 El $60. REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: Type of Inspelion: ` Address: _a- ( Date Called: Special Instructions: % J�- Date Wanted;_ 2 ��/ ' `JU P.m. Requester: Phone o: 1- 333 - `7y'13 INSPECTION RECORD Retain a copy with permit b INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION iL- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /N1 i Svf v ?1 p 7, 1) l �1t S C iNf Inspectorn Ait I Date:<-7_ , 2 _ 3 n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: Pro1ett^_ X /e �5' .. Inspection: O Address: Date Called: Special Instructions: /�� 7,---. CO ; VJ �' I o� t- , s 1� I r �� 1c Date Wanted: _ p ,� /`5 -oe P.m. Requester: Phone No: �G -38 -7c/3 INSPECTION RECORD Retain a copy with permit ./117 6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l Inspe o 1 Date: - ( c 8 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: Pt) F,;laJ 5 — "fno. (P O'( Date Called 1 / 1�1a9 Special Instructions: Date Wa' 11 tea:f 2 � O Q 1 a.m. J - FI dk Phone No: '(a, - 3$ -7 , - 'proof of pau me prcvld'at . r ick' * - Floa(eof Pro ect: •e✓1�. �-es i dc.c, -€ Type of Inspection: Pt) F,;laJ Address: + aO(O W2 put. S Date Called 1 / 1�1a9 Special Instructions: Date Wa' 11 tea:f 2 � O Q 1 a.m. J Requester: ' Phone No: '(a, - 3$ -7 , - h') 17o7- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 'Date: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: _ 410 ;��' 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CcA S_ tit .555 50 tOMP 1h IIb7 1 PERMIT NO. (206)431 -3670 Project: 0 �S►r ("Jlc e Address: UU / ?o /( y 4n' S Special Instructions: OICIC 904. - tu rc ' aie gets) 3r 'hctd 5)Ke )'Yle#(O Type of Inspection: PLt) hied Date Called: ai /c)sf 0 9 Date Wanted: a.m .m. Request Phone No: .90 £;P' - 77/ 3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: — nle ea (-Joke s< ,S+ack pi le i 1 loack of- house - Metal +n Set eroo -F 1'I (Aj to Si box --fit -, (stro1 d e Se. 1 --r9 U r1 et4t ed4 w1 + - Fees . W0111 190/70( un I F;na I. 'Inspector: v5 IDatea 4,101 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 9'4 etid 1 I (00 i /74 I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projec • td ihtt kefii Type of Inspection: k Address: _44/1/ S. Spe(ial Instructions: 'Inspector: INSPECTION NO. 0 E: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 6 ,0 !Date: Date Called: 05/61( Date Wanted: iyildt £ss Phonylc imo a.m. P.m. Requ ste Corrections required prior to approval. COMMENTS: 'a / X Cc4A.Lksol i/()--s/d cuv11 7 2 10.e/ At,t64 2 9 1 - i-10 0 1-1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit pY p mit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Address: 00 /t G/2A.i9 Ag< Special Instructions: Type of Inspection: // Date Called: P Date Wanted: i< a.m. p.m. Reques J / mY Phone No: 3� 3 - 7 Ei Approved per applicable codes. El Corrections required prior to approval. U) COMMENTS: A) g zs /c3e - �u 6 zW /2,t_ � X sP7/(i 01/Z- 'Inspector: ?At/ 'Date: 5/)7/) 1 n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 1 1 D67-1/2'61 4 Approved per applicable codes. , INSPECTION RECORD etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206)431 -3670 Proje kit / 1 Address: + 30/ Special nsstructions be I ta Paws @ ID'.3D Type of Inspection: Date Called: CYE Date Wantet cao d . m Requester: Ph N �hA4 �L) 3m— - 79' 1 2 ) Corrections required prior to approval. COMMENTS: 074 crA, ce_PL! 'Inspector: GI (Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300$outhcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projer.t.: Address: ij /2-0 a, Special Instructions: Type of Inspection: Date Called: 01/o Date Wanted: 1. a.m. P.m. Requester: f)a ffrldal 6 vita Phone No: 0 Approved per applicable codes. • • • ' 7_ - 't , El Corrections required prior to approval. COMMENTS: e53 (pa ail 4 5X10 7 q_ c (1)/ei r3a4 )5 ;U41_ 'Inspector: te: / GA) 1 Da -27 / 7O n $60.00 REINSPECTION FEE REQUIRED. Pride to inspection, fee must be '—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: • A Project: _ Type of Inspection: Addres�s: /7-G /to 1- 0- - 64 not S Date Called: a J��v X Special Instructions: Date Wanted: r / c a.m. p.m. Requester: ll / /-W)f Phone No: Std @ 5/ COMMENTS: 1 b/G m ff C-d S/t ✓ t l2c ( i/CC (-,k. -G-i 6 ' We i c 5 Std @ 5/ S C eiE ? 4 & 1 5h ` 7 i EA re.) Az.& f th (,,,-c Ltiv h _ It I- .1 1i . V )/o tt j T--J I S .-- h% -, INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. (Inspector: JDate: 9/7/ct EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 1 7S 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I 6 D 4 7 -2 13 (e 1 PERMIT NO. c 4 . 6 (206)431-3670 Project: Ad ress: Date Called: Date Wanted: Requester: Type o Inspectio s El Corrections required prior to approval. COMMENTS: 1/4 ((4 Le' /')c Pt4frA s .0.c . A4 L4A 0 cf,,top oC. NJeJ oo ()Guth - 'Inspector: 6 'Date: v 6er n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be '—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 1 1 - - .-41144.44#10' -41;101.0111.10111111V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project- Type of In INSPECTION NO. I 1 A dress: Special Instructions: 9:46) 6 (/'; -- ) INSPECTION RECORD Retain a copy with permit yO Date Called: 07 Date Wanted: ection: e -Cori o o7 /cJ- PERMIT NO. Requester: oG ,3 ?e - X9/3 Approved per applicable codes. fJ Corrections required prior to approval. NI ) COMMENTS: ri n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 r v 8.31.07 a FILE COPY 'Permit N©. . - -� RECEi 2: ) NOV 16 2007 PROJECT: Jurisdiction: City of Tukwila • - F5ans By: Crane Design Plan Number(Job ID: #040306 Design Specifications: Building Type: Importance Factor: Basic Wind Velocity: Wind Exposure: Roof Snow Load: Occupancy Category: R: of Snow Incl. w/ Seismic: Soil Site Class: Allowable Soil Bearing: Analysis Procedure: pectral Response Accelerations, Ss: Load Combinations: Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Floor Level Names: STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 4 THROUGHL? OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE- 2- Job Name: Lateral Analysis Site Address: 12016 42nd Ave. S. 2006 IBC Low -Rise, Simple Diaphragm 1.00 85 mph B 25 psf 11 6.5 0 D 2000 psf Wind: ASCE 7 -05 Method 2 Seismic: ASCE 7 -05 Equiv.Lateral Force Procedu 141 % g Si 49 %g ASD Basic 15 10 10 2 UPPER MAIN psf psf psf JOB#: 10 DATE: l ,14/07 tol EXPiRES 03/27/ ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PERMIT CENTEt EXCEPTIONS: p/DDt G aim Os'i 1)0 b Plar r ' r -. • TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA.98072 • (425)481 -6601 PROJECT: JOB#: 09 70 BY: Iy1 R DATE: ELEVA TlOn1.5 11/4/1/0 AseAS 52 EV -Sb TSE A Engineering A 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: bv I4ioQL 1'S(S JOB#: 517 ?LA ) Wind Pressures Velocity pressure qh = 0.00256 Kh Kzt Kd V2 I = 11.01 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6 -15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6 -3, Case 1,pg 79) Kd = wind directionality factor. (Tab. 6-4, for building, page 80) h = mean roof height Design pressures for MWFRS p = qh [(G Cpf ) -(G Cpi )] where: p = pressure in appropriate zone. (Eq. 6 -18, page 28). G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G Cp i = product of gust effect factor and internal pressure coefficient.(Fig. 6 -5, Enclosed Building, page 47) = 0.18 or -0.18 Roof Rise 0 8 to 12 34 degrees TRANSVERSE DESIGN WIND PRESSURES Roof Type 1 Sloped Pressure Combos 1 +4 Net Roof 1 E +4E Components 2 +3 Horiz. Vert. 2E +3E 5 +6 Net Design Pressure, psf Surface +Gcpi -Gcpi 1 4.18 8.14 2 0.33 4.29 3 -6.71 -2.75 4 -6.05 -2.09 1 E 5.61 9.57 2E 0.99 4.95 3E -7.81 -3.85 4E -7.26 -3.30 5 -6.93 -2.97 6 -6.93 -2.97 LONGITUDINAL DESIGN WIND PRESSURES 4E -7.26 -3.30 5 -6.93 -2.97 6 -6.93 -2.97 (Wind per ASCE 705 - 2 Method 2) 0.18 0.27 3.72 -5.59 0.55 4.33 -6.50 Roof Type 1 Sloped Pressure Combos 1 +4 1E +4E 2 +3 2E +3E 5 +6 Net Design Net Roof Pressure Pressure, psf Components Surface +Gcpi -Gcpi Horiz. Vert. 1 4.18 8.14 2 0.33 4.29 0.18 0.27 3 -6.71 -2.75 3.72 -5.59 4 -6.05 -2.09 1E 5.61 9.57 2E 0.99 4.95 0.55 0.82 3E -7.81 -3.85 4.33 -6.50 TSE Engineering I- LILF._'iC_CSr'f.Cr•. =" notes: Results (Horiz Comp) 10.23 12.88 3.91 4.88 0.00 3E i 1 zE l / / 0.82 - r REFER= 'ICE CORt.EP - negative values considered as 0 3E r i I 1 - , 1 " :i... 0.70 0.85 = 23.65 ft < 60 ft, [Satisfactory] Results (Horiz Comp) 10.23 12.88 3.91 4.88 0.00 It 'di 1.1 UYC1 : : :I '.11 Job #: /' By: egf'g, Page: T Plan Number /Job ID #040306 Design Pressures Used 10.23 12.88 3.91 4.88 0.00 Design Pressures Used 10.23 12.88 3.91 4.88 0.00 TRANSVERSE WIND FORCES Plan Number /Job ID #040306 Grid:1 2 3 4 5 6 7 8 Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 3.91 3.91 3.91 3.91 psf Horiz.Wind Wall = 10.23 10.23 10.23 10.23 psf End Zone; Horiz.Wind Roof = 4.88 4.88 4.88 4.88 psf Horiz.Wind WaII = 12.88 12.88 12.88 12.88 psf 2a = 6.0 ft. TSE Engineering Sum of Transverse Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; UPPER 4413 Ibs. MAIN 7170 lbs. Total 11583 lbs. B) 10psf Wind Pressure on Projected Area of Building; UPPER 7267 Ibs. MAIN 7551 lbs. Total 14818 Ibs. CONTROLS LONGITUDINAL WIND FORCES Grid: A B C D E F Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 3.91 psf Horiz.Wind Wall = 10.23 psf End Zone; Horiz.Wind Roof = 4.88 psf Horiz.Wind Wall = 12.88 psf 2a = 6.0 ft. Sum of Longitudinal Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; UPPER 2667 Ibs. MAIN 3436 lbs. Total 6103 lbs. B) 10psf Wind Pressure on Projected Area of Building; UPPER 3817 Ibs. MAIN 3077 lbs. Total 6894 Ibs. CONTROLS (see following pages for distribution) Job #:597/ - d By:e Page: S TRANSVERSE WIND FORCE DISTRIBUTION Plan Number /Job ID FRONT ELEVATION #040306 Grid: Roof End Zone Wall Ht. Wall End Zone / No SW Wall Ht. Wall End Zone / No SW Width X V left V right 1 E 8.1 E 10 E 34 LEVEL: UPPER Roof Type; 1 Ridge /Gable Ht 6 OH left 1.5 OH right Area left 10 Area right 64 LEVEL: MAIN Roof Type Ridge /Gable Ht OH left OH right Area left 20 Area right V left V right 19.3 1160 1610 2233 2483 2 8.1 10 34 23.7 TSE Engineering 3 8.1 10 24 11.9 1 1 12 8 -36 1902 1542 2974 2614 1.5 -20 -30 517 0 537 2652 0 4 E N 9 24 22.1 0 5 E E 0 1 8 1.5 -50 0 0 1861 0 0 6 0 0 0 0 7 Job #: 7/ By: e Page: 8 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. LONGITUDINAL WIND FORCE DISTRIBUTION Plan Number /Job ID RIGHT ELEVATION #040306 Grid: Length Y V front V back V front V back A Roof End Zone E Wall Ht.' 8.1 Wall End Zone / No SW E Wall Ht. 10 Wall End Zone / No SW E LEVEL: MAIN Roof Type Ridge /Gable Ht OH front OH back Area front Area back 79 34 LEVEL: UPPER Roof Type 1 Ridge /Gable Ht 12 OH front 1.5 OH back 1.5 Area front -100 Area back -100 1909 1909 3447 3447 B E E E 0 0 TSE Engineering 0 0 c 0 0 0 0 D 0 0 0 0 E 0 0 0 0 F Job #:57 // L By./ti Page: 7 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. SEISMIC ANALYSIS - SEISMIC WEIGHTS Plan Number/Job ID #040306 F: E r D, C.. B A Grid: 11 F: E D e C, B Transv Walls 2 A 2 Grid: i1 R 13107 F 10055 Long Walls r L Total per Level: 36581 Ibs. 42628 Ibs. 0 R 15073 F 12348 12 ; r L TSE Engineering R 8401 F 6200 r .- TRANSVERSE R 14025 at Roof at UPPER r r :7 8 LONGITUDINAL Total per Level: 40397 Ibs. at Roof 51799 Ibs. at UPPER 0 r t. , r r ,. ._ 142982 15908 2 10191 2 12716 14212 10200 14671 2 2 2 :2 :3 :4 :5 :6 1.7 8 Job#: By: del,k Page: F Ibs. Ibs. Ibs. Ibs. TSE Engineering SEISMIC ANALYSIS - VERTICAL DISTRIBUTION OF FORCES Plan Number /Job ID ASCE 7 -05 #040306 Seismic Factor, IE = 1.00 Soil Site Class = D Coefficient, Ct = 0.02 0 Coefficient, x = 0.75 10 Coefficient, R = 6.5 hn = 18.1 ft. Ss = 1.41 g Si = 0.49 g Ta = 0.18 secs. Fa = 1.00 Fv = 1.51 k = 1 SMS = 1.41 SMI = 0.74 SDS = 0.940 g SDI = 0.49 g Cs = 0.1446 Job #: 7 7 -4 B Page: YY�- TRANSVERSE DIAPHRAGM FORCES Base Shear = 11455 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx Cvx Fx Vx EFi EWi Fpx (ft) (ft.) (Ibs.) (ft. -Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) Roof 18 36581 662123.3 0.608 6969 6969 36581 6969 8.1 6969 UPPER 10 42628 426279 0.392 4486 11455 79209 8014 10 11455 MAIN 0 0 0 0.000 0 0 0 0 0 0 E = 79209 1088402 LONGITUDINAL DIAPHRAGM FORCES Base Shear = 13333 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx Cvx Fx Vx EFi EWi Fpx (ft.) (ft.) (Ibs.) (ft. -Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) Roof 18 40397 731177 0.585 7804 7804 40397 7804 8.1 7804 UPPER 10 51799 517990 0.415 5529 13333 92196 9738 10 13333 MAIN 0 0 0 0.000 0 0 0 0 0 0 E = 92196 1249167 Note: Base shear values and all seismic forces calculated this page are at ultimate level with no adjustments SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES F E D C B A Grid: F E D C B Transv.Walls A Grid: 1 2 1 2 2762 3907 Long Walls , R 2497 R 2871 R 1600 F 3350 F 3965 F 2112 2 3 TSE Engineering Total Force per Level: 6969 lbs. 11455 lbs. 0 :. .4 7804 lbs. at Roof 13333 lbs. at UPPER 0 • :. :. Total Force per Level: 1 TRANSVERSE R 2028 r r L 1. 2 3073 2 1969 2 4356 2949 2122 2 2 2 2 3 i4 r , :5 LONGITUDINAL at Roof at UPPER r , :6 Base shear values are summed per block between grids' r Plan Number/Job ID #040306 .7 Job#:5T7/A i By: (/ Page: /0 , i :6 i7 8 lbs. lbs. 8 lbs. lbs. TSE Engineering SEISMIC DESIGN FORCES AT SHEARWALLS Plan Number /Job ID #040306 TRANSVERSE p 1.3 GRID LEVEL Lsw QE p QE E 0.7E (ft.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) 1 UPPER 4 1248 1623 1623 1136 MAIN 4 1675 2177 2177 1524 2 UPPER 9 2684 3489 3489 2443 MAIN 23.5 3658 4755 4755 3328 3 UPPER 5.75 2236 2907 2907 2035 MAIN 22 4384 5699 5699 3989 4 UPPER 24 800 1040 1040 728 MAIN 0 5 MAIN 20 1739 2260 2260 1582 Job#:7 / "` By: ginf Page: // TSE Engineering SEISMIC DESIGN FORCES Plan Number /Job ID #040306 p = 1.0 LONGITUDINAL GRID LEVEL Lsw p QE E 0.7E (ft.) (Ibs.) (Ibs.) (lbs.) (Ibs.) A UPPER 30.5 3902 3902 3902 2731 MAIN 21 6666 6666 6666 4667 B UPPER 31 3902 3902 3902 2731 MAIN 48.5 6666 6666 6666 4667 Job#:� 4 By: eiN Page: /2- TRANSVERSE SHEARWALLS Grid 1 Level: Grid: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 4 290 284 P.F. B 4 558 381 P.F. TSE Engineering 046 fq /1724-c, F-xifrbe mppitts &M'37eg7e8ze ) 5a- 6 /3a. Pd le 1fC`L.J S's'W. oiEN 47 PAPCIPIE / T I " . r 4 7 - Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. Job#: By:et Page: Plan Number /Job ID #0 G H ft. plf plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. plf plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs APA "Sturd -I- Frame" Portal Panel e () fret &vet v 10.24.08 M1 TSE Engineering Z1 W1 i, L Z (WIND) Z (SEISMIC) w (DL) w (LL) w (SL) 1160 1140 100 0 150 lbs. lbs. pif pif pif H D L W1 W2 AR1 AR2 8 1 10 24 24 4.00 4.00 ft. ft. ft. in. in. 1200 1200 2400 O.K. WIND SEISMIC WIND SEISMIC Z1 = 580 570 lbs. Z2 = 580 570 lbs. M1 = 4060 3990 ft.Ibs. M2 = 4060 3990 ft.Ibs. M1 (TOTALS) WIND 4816 ft.Ibs. SEISMIC 4763 ft.Ibs. CONTINUOUS HEADER DESIGN Material Type /Specie Grade Fb (psi) Manuf.Lbr. Timber DFL #2 875 Dimen.Lbr. M c/L 1250 0 1875 3125 ft.Ibs. (DL) (LL) (SL) (TOTAL) Properties: b d S 5.5 11.5 121.2 in. in in "3 M c/L M2 USE: 6x12 DFL #2 M2 (TOTALS) WIND 4816 ft.Ibs. SEISMIC 4763 ft.Ibs. Fv (psi) 85 W2 CD (WIND) 1.6 CD (SEISMIC) 1 .6 CD (SNOW) 1.15 Cr 1 CH 1 H fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (IBC 16-9) 309 1006 0.31 30 98 0.30 D +.75(W +L +S) (IBC 16 -10) 477 1400 0.34 42 136 0.31 D + .75(E +S +L) (IBC 16 -10) 472 1400 0.34 41 136 0.30 psi psi psi psi Job#: 7 /:5 By: 1 Page: iget., APA "Sturd -I- Frame" Portal Panel v 10.24.06 L J. L M1 TSE Engineering Z1 I W1 �, L Z (WIND) Z (SEISMIC) W (DL) W (LL) W (SL) 2232 1525 180 240 0 lbs. lbs. pif pif pif M c/L M2 W2 Z H D L W1 W2 AR1 AR2 9 1 10 24 24 4.50 4.50 ft. ft. ft. in. in. 1100 1100 2200 N.G. WIND SEISMIC WIND SEISMIC Z1 = 1116 763 lbs. Z2 = 1116 763 lbs. M1 = 8928 6100 ft.lbs. M2 = 8928 6100 ft.Ibs. M C/L 2250 3000 0 5250 ft.Ibs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 (TOTALS) WIND 9696 ft.Ibs. WIND 9696 ft.lbs. SEISMIC 7575 ft.Ibs. SEISMIC 7575 ft.Ibs. CONTINUOUS HEADER DESIGN Material Tvpe /Specie Grade Fb (psi) Fv (psi) CD (WIND) 1.6 Manuf.Lbr. CD (SEISMIC) 1.6 Timber DFL #2 875 85 CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 Properties: b d S 5.5 11.5 121.2 in. in inA3 H fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (IBC 16-9) 520 1006 0.52 50 98 0.51 D +.75(W +L +S) (IBC 16 -10) 960 1400 0.69 78 136 0.58 D + .75(E +S +L) (IBC 16 -10) 750 1400 0.54 67 136 0.49 psi psi psi psi USE: 6x12 DFL #2 Job#: L 7/ By: / ff p Page: /3g TRANSVERSE SHEARWALLS Grid 2 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 9 390 271 SW3 3161 2198 2 270 729 2861 1749 T2 16.5 232 142 SW2 3533 2258 0 1650 0 2738 1066 H4 ABO TSE Engineering TRANSVERSE SHEARWALLS Grid 3 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 5.75 358 354 SW3 2900 2866 4 345 466 2657 2501 T2 16 239 181 SW2 3436 2843 0 1600 1 160 2665 1687 H3 AB1 TSE Engineering C TSE Engineering TRANSVERSE SHEARWALLS Grid 4 Level: Grid: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: A 24 22 30 SW1 181 246 5.5 1980 1944 0 0 B � FLOO�KBEAM [�t4De2 W4t l , INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof(psf) 15 25 24 Tributary (ft) 6.5 6.5 ft VVaU(nsf) 10 0 Tributary (ft) 8 8 FloorbpaO 10 40 Tributary (ft) 5.75 5.75 Other (plf) 20 0 fv= 101 psi fb= 1720 psi A (DL) = 0.33 in. v 3.3.03 w (TL) 255 3925 647.6 TSE Engineering RESULTS: VI (DL) Vr VI M (DL) (LL) V\(LL> (TL) Vr (DL) M (LL) M (TL) 3060 ' ' 080 4710 4710 7770 7770 18300 28260 46620 |bo. |bs. |ba. |bo. |bn. |ba. fL|bo. fL|bo. fL|ba. DESIGN: MATERIAL Fb Fv FC(pmp ) Ex1O^G Manuf.Lbr. GL 2400 165 650 1.8 Co 1.15 CH 1 Timber Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 b d A S | 5.125 19i5 9894 324.8 3167 Brg.Lgth.= 0.194 ft. GL[v= 0.94 A (LL) = 0.61 in. RATIOS OF ACTUAL TO ALLOWABLE fv/ R/ = 0.53 fb/ FL/ = 0.05 USE GLULAM 5 4 [1= R= A (TL) = 1.000 1725 ft. 0.85 in. RATIOS OF SPAN TO DEFLECTION L/ 560 for LL �V ~� w�� fw Job ^~ox. By M��� ,,_���� Page 1 64, 0 0 0 - TRANSVERSE SHEARWALLS Grid 5 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 9.5 93 79 SW1 931 791 5.5 784 950 0 410 11 H1 ABO B TSE Engineering LONGITUDINAL SHEARWALLS Grid A Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 TSE Engineering Plan Number /Job ID OPENING R EINF. - SEE /P.' #0 2 ( ;3 4 5 6 7 8 2 19 11.5 ft. 63 63 pif 90 90 pif Sw1 sw /Z 507 507 Ibs 725 725 Ibs 18 4 ft. 5130 690 Ibs 1539 932 Ibs 0 20 Ibs 0 0 Ibs 8 3 2.75 164 164 164 222 222 222 swZ sw,'3 sv jr'3 2378 2378 1477 3276 3276 2000 0 0 0 800 300 248 1 1 3 80 30 83 113 1792 1378 0 2398 1851 H2 H2 ABO Iersinit nsrcer Ie4,7D JjUCT,D ( 0.0 9 ?4eysw3 7.25 OCK°) 215.r <pvzpt a d sw3 02. Job#: /''b Byb f Page: /g ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TSE Engineering REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid A [B] [C] [D] [A] 1 2 3 4 [E] X 1 OL Lsw X2 Level UPPER UPPER MAIN MAIN Grid 3-4 Lsw 11.5 OL 2 X1 6 X2 3.5 Hsw 8 OH 3.5 Y1 1.25 Y2 3.25 Panel Shears ., SWZ v (max.wind /seismic) 90 plf v[A] 138 plf v[B] 82 plf v[C] 116 pif v[D] 110 plf v[E] 257 pif ft. ft. ft. ft. ft. ft. ft. ft. Maximum Horizontal Tensions and Design of Reinforcement at Openings 1 138 lbs. USE: LSTA 21 2 138 lbs. USE: LSTA 21 3 30 lbs. USE: LSTA 21 4 73 lbs. USE: LSTA 21 Job #: By: 4 Vfi Page: at, Plan Number /Job ID #040306 LONGITUDINAL SHEARWALLS Grid B Grid: 1 Level: UPPER Lsw 23.5 v wind 62 v seismic 88 USE: SW1 R wind 499 R seismic 714 Roof Trib. 18 Roof DL 6345 Wall DL 1904 Uplift wind 0 Uplift seismic 0 USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 7.5 62 88 SW1 499 714 13 1463 608 0 0 TSE Engineering 4 17 7.5 10 14.5 71 71 71 71 96 96 96 96 SW1 SW1 SW1 SW1 1026 1026 711 640 1414 1414 962 866 0 0 0 0 1700 750 1000 1305 1 1 1 12 170 75 100 1740 0 158 381 0 0 111 467 0 H1 H1 ABO 5 On This Sheet — Subject To Criminal Prosecution 94' — s rr• li , gar ; illliuiii il it,O 3 T11 ILiihili 1,1;?6• "ii 2.' pe3 �_ 8• TAThiiiili CRANE DESIEt•I, Inc. Reserves All Legal Rights To Material / 24' -0 I P4 4 J �� . _ triP (1/ — It \ voi I ti FT6. Q ,^ o (SIM) V 8" SI&M G dZ . 9 „6 -,91 „ IL s le I f jj�� 1 1' I 6" �& � (� ' GONG. PAP {T F O CNOCCOJf �r� yvc>az Y 066 ANGHGR i gi -, C 76 -,5 *-11 ,701 - ,11 • I I . t. 9 -6E • 0 - II Z �� ff0,, \ PA O\ PLA \ 6'-d' 6' -d' 6'-d' . ) er��� 4'X6" POST W/POST ON 90"0X£5" GONG. ) SPACE ACC ESS G Ie'x14 cRawt 6'-0' 6' -0' $ASE PIER OA 6•- 4 ' - I p' 4, -2" d' 1 „ ss 4 Nation Wide Toll -Free 1- 800 - 848 -5421 CRANE DESIGN, INC. 1 _ 0 el L r it 2-046'40 Ill 4 • 6•-0 *VP) GONG. PAD 0 2 , -d 6-d 6' -' 6 .. r $4" SEE PAGE TSE -1 FOR STRUCTURAL NOTES AND SCHEDULES - / �� - -- - _ ., LEGEND Ar»Ia ; ...> o il r yy I si+sr t r -8" -r = HOLDOWN PER SCHEDULE ABx = ANCHOR BOLT PER SCHEDULE -fir = FLOOR 11E PER SCHEDULE SWx = SHEARWALL PER SCHEDULE a--„ = STRUCTURAL DETAIL PER SHEET TSE -1 & TSE -2 'I II si 6' -d' 6 -0' 4'x6" POST VV/POST PAGE Ay ` DATE: 09/06 REV.: ON IS" (NV GONG. PIER V I I r , . DRAV*N: 6Jf) y FOLNPATION PLAN � � Il L7�l �''� � 1...., f . , i , SHEET � OF 2•-r1 2•-d ��` 6 -0 2' -d PRAgGE LSE r R PRICK (SEE 2' —• atvATtobis) 6•-d' 2' -d 2'-�• ' -d' i . T ,' -d' PLAN NUMBER 040304 L+ ._- _. ..__,_._ _._. ,,,,,,,,,�H ,., onme roe 1.1. neeIf_u r.... CRAPE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution 5v_I - i 5W1 - � ! - PACEzi l ' Orw . e r .eenc..T.Te; WO 1.7 ''' Tor.VOSI;e anendone am.: con... p...... te .• so. prior is note. et any veriettene Iron int One*. an.. cond.. centre.. *II occeot full re..... ter cos. as rocnry sane O ' ?�E s9 'NU I. .0- ,46 -,9 P -.ZI ,_ IL I , ,, ALL WALLS, POSTS & SEAMS TO ttAVE !4: bw$. A& TO HAVE (2) LAYERS sb ' ' TYPE r &WD (TAPE & FINISH) r L �/'� i 8 l l Joi T 1 tile ApV q,_S ' £ . � . 3 —� d)I Q fg IL Q Z g\ \v 0I- -- LN or, V) r e A. /M S' 7 -IC' IC -51" S `/�fJ• /� L ; �eeeee� 1 W •:>n TIVE irk : ' N 457 h ` s IN 1)00 � wA ( G ANTRY H t ��ll e L AUNDRY no-mo VTO wRN. 1 I r -6° FAMILY 111 of �. ROOM ��OOR PLC m �._ Ar //pp. FiAS DI VENT 1'V 1FEL FS; 1 M A KIrG11EN r �� A �� D -" N Nation Wide Toll -Free 1- 800 - 848 -5421 1 6590 z) W 00II L100081- 1N3)1I 1 CRANE DESIGN, INC. I 4,, 1 I X 11 isvvz ._. t.3 3 r ; � - 1 '<r NM 1111 •IiI I ■ ril !b I R D � CND — 1, I � o 2. f>.F 2 \ VF T 4 t MA PEEP \ o ' J t z" Cm") BEDROOM Z` N _ W /mai TLP �y -a_156 DI -A157 S YY s WI RO O � DATE: 09/06 REV.: #I ` DRAWN: MAIN FLOOR PLAN � O I ' 1 ` `�` / II` 4, >-- ' ..��. � b SHEET OF \ _ I ‹. 2' —d • -„ �.. ,. I. .. ✓ ,. — v ' — d ?'-o' 6' -d' 2' -d D/k G PGRVit FRAME 14' - 6'd' ' d' I4- PLAN NUMBER: U A �y�, oHV /O6 7 1. 3,,,r--0" „,r--0” d' l/��lV �{� � l gel?, , TSI Z ✓ ONTRA/,TLR NOTE:AII Dimensions Shall $e Checked And Verified Prior To Construction. �17,� ` " ±� T... a.�rn.r Pions I(Pu'Offi45-'542I riavc u+rr , � nnR r.RAMF IIFCIt:M Inr CRAI DESIGN, Inc. Reserves All Legol Rights To Material On This Sheet — Subject To Criminal Prosecution .GTJIRA6TGR NOTE:, All Dimensions Shall 6e Checked And Verified Prior To Construction. STR D Kik s/1.2 MITER & ST" \- 6'X3' DF#2 P S W /ST22 1 1111'! J' IH 4 K 64 t/ - , Tsg 144914: O To Reorder Pions 103:70846-542.1 57MP IV PE74 11- S/75 E'Z PT 2'X3" DECK JOISTS. RIN 5 -3" MIN. PACK INTO STR.GTLRE. NAIL TNRGUSI 2'X' WOOD DAGKER & TJI JOIST WED • W /(2) ROWS IOd (3') COMMON NAILS 6" OG., CLINCHED. O ,PP =IR 1=LOOR ffRAV \ a i /PVrzwHT ® 2006 CRANE OFSIt;N Inn c0 co L. O DATE: ' REV.: 09/06 DRAWN: 6Jt LPPER FLOOR SHEET OF PLAN NUMBER 040304 CRANE DESYoj. Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution .GGNTRAGTOR NOTE:_ Al I Dimensions Shall 6e Checked And Verified Prior To Gonst ruction. r LN Or p.'t' GlW t 7 Tn a.nrri.r Pinn. ITN:,,TAAA —oo,i ,,PPER FLOOR ego 73E4 5971-h CU tlf L b DATE REV_ 09/06 DRAWN: sJ, LPPER FLOOR PLAN SHEET 5 OF PLAN NUMBER: 040306 a CRAKE DES/€N. Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution LE 17 E4 PM. PE ,4lL eirse EMEND ff 0'52 \A M" P62 pE 1A1G. 40.56.z •C NTRACTCP NOTE All Pimens tons Shall 6e Checked And Verified Prior To Construction. ( 6 x 12 NE4D �a1 eimintmennumminwn MEI LW. EMIL 1111 7- A7 1■41111MINI .11 Pg m mt-r& IR am ifxr-A irmimbuseavili AMP ■ ummimiir hl ■I►' ■ Amorammi IMIIJL" "a1► TE11 ∎l ■ •1 ■1! I �iiiuII1 ► ©� t Imaki 1111= MINMEI ■111111 1111r J • 1 41,16=1-.. 1 ■_ IIIML_ imorr NI drireerm ■ l ffi t t . 1 1 Ilk I I I I I it.� W •,_. �[ilrt���., - �� vIRD"R { "t�c2llr�a 1111W74111.7 - M 1' �/ 014'. 014'. pil p ,^ ► " q OG mr MINA Arial ■I ! �e 11111111mal - �I - ru■ MITER & STRAP 6"0" " Dr /{2 hPRS W /ST22 MPD TRU's�CS '2-4 O. rD ' - TRUf/LCS 61 OL. \ To Reorder Plans I(9r :O V48 -5421 mac Sstuss v✓ 1cc l 2 {{G212, L-o (i4/.U6'\) WJSrfEowhl$) -5 /fr '1950" 'OA r -6" Ori MFV 14 TRUSsES CIA" OL. ROOff f AY MM7 TRUSSES gr1-4" OL. Mrb Y2 TRUSSES 1 z4" O&. s PLA Jr Lis A.) 7Russ r W/ S11 ,►s/42-9 PA6 Zd TSB' -.6 COPYRI51ir ® 2006 CRANE DESIGN. Inc. H s DATE 09/06 DRAWN: OJI3 REV.: LPPER FLOOR sPL OF 7 PLAN NUMBER 01030/0 UG POWER INSTALLATION SPECIFICATION O CONDUIT ON POLE (CONDUIT RISER) 1. POLE STANDOFF BRACKET * INSTALL 9' ABOVE GROUND. * USE THREE (4 "x1/2") - LAG SCREWS. * ALIGN WITH NOTCH IN POLE (POLE -FACE) 2. CONDUIT RISER * PVC SCH 80 FIRST .10' * 4.5" SPACING BETWEEN CONDUIT & POLE. * CONDUIT SHALL RISE VERTICALLY FROM TRENCH. 3. ELBOW AT BASE OF POLE * PVC SCH 80 * 90' BEND MIN. 3' RADIUS (K6 4. REFERENCES: SCL GUIDELINE U7 -10, U7 -10.1 SITE PLAN SCALE: 1"-50' IN oNn.s{ • 9 0' 4.5" MIN GROUND - LEVEL \ TOP OF CONDUITS 36" MIN. DEPTH Aj • 12016 �I LOT 1 20' W1DE .• OOOOOOOOOO i 2 . 3 . 1 2 . 1 6 C .................... • 61-(4 7 , 1 c , I5 12020 1 v( 315NE 10 -23-4 POLE (TP -130) DETAIL NO SCALE • POLE ISOMETRIC VIEW NO SCALE R�V4 10 2 -3" PVC TO TP -130 CUSTOMERS CIVIL CREW - INSTALL 1 -233LA HANDHOLE(HH) AT THE LOCATION SHOWN IN THE SITE PLAN. - TRENCH AND INSTALL 2 -3" PVC SCH 40 FROM TP -130 TO HH. - TRENCH AND INSTALL 1 -3" PVC SCH 40 EACH FROM HH TO METER BASE IN LOT 1, AND TO WEST PROP LINE OF LOT 2. MARK LOCATION OF STUB AND CAP CONDUIT. CALL 48 HRS BEFORE YOU DIG KING COUNTY ONE CALL 1- 800 - 424 -5555 TO LOT 1 TOP VIEW 1 STREET USE PERMIT REQUIRED, CALL CITY OF TUKWILA FOR PERMIT INFORMATION (206) 433 -0179 EPTH) CONCRETE HANDHOLE * APPROVED MANUFACTURER FOG -fITE DG - SL _. UTILIT( VAULT 233 -LA * CABLE & CONNECTOR BY SEATTLE . crTY LIGHT * REF: GUIDELINE U2 -13.1 * REF: 14AT' L STD. 7203.8 TO TP -130 EEI TO LOT 1 O HANDHOLE (HH) DETAIL (233 -LA) NOT TO SCALE WEST WALL NORTH WALL EAST WALL . (LOOKING EAST) (LOOKING SOUTH) (LOOKING WEST) D01- Li 2.19 TO LOT 2 HATCH LOCATION * LIGHT TRAFFIC AREA ONLY * . AVOID COLLECTING SURFACE WATER * AVOID LANDSCAPED AREA * ORDER NON -SUP LID IN PEDESTRIAN AREA * MAX GRADE: 2.5% * ALLOW UD TO OPEN FLAT * ALIGN AS SHOWN * MIN 24 IN. FROM CURB POWER CONDUIT 1. CONDUIT DIAMETER: POLE TO. HH - TWO 3.0" PVC 2. PVC SCHEDULE 40 (STRAIGHT SECTION) 3. MINIMUM TRENCH DEPTH: PRIVATE PROP.: 18" PUBLIC RIGHT -OF- WAY /EASEMENT: 36" MAXIMUM DEPTH: 72" 4. USE PVC SCH 80 FOR ALL BENDS. 5. BENDS: 3 -90 DEG MAX, INCLUDING THE BENE AT BASE OF THE POLE, 3 FT RADIUS MIN. 6. REMOVE 1 /2"+ ROCKS OR COVER WITH SAND 7. INSTALL CONTINUOUS CONDUIT -NO DIRECT BURY CABLE SECTIONS 8. 10 FT SECTIONS OF PVC SCHEDULE 40 CONDUIT SHALL NOT BE BENT MORE THAN 1 9. JOINTS SHALL MEET .SQUARELY 10 INSTALL POWER CONDUIT BELOW CROSSING UTILffIES 11. CONDUIT MUST BE INSTALLED ENTIRELY WITHIN PROPERTY TO BE SERVED, EASEMEN AND PUBLIC RIGHT OF WAY. 12. MANDREL AND CLEAN CONDUITS AND INSTALL PUWNG HANDLINES. 13. REFERENCES: SCL GUIDELINE U12 -1.4, U2 -10, U2 -11.4C SCL MAT'L SPEC. 7345.2 RECEIV Er AUG 06x008 PER IT I SCL INSPECTION CALL E.S.R. PATRICK WIWAMS, (206) 386 -1671 BEFORE COVERING TRENCH FOR INSPECTION (TWO DAY NOTICE) RESIDENTIAL PLAT TIENWIN TENG 12018 42ND AVE S 2-200A, 120/240V 10 UG SERVICES CITY - SECIION/TOWNSHIP /RANGE TUKWILA 10 -23 -4 PROJECT. ENGINEER HILOTIN, 206 -615 -1384 DATE 3 SR #2E DRAWN BY I DATE REV JRH 02/28/2007 0 1 1 SHEET CONTENTS WORK 0 SITE PLAN COST September 11, 2008 Tienwin Teng 9422 - 38 Avenue S Seattle, WA 98118 -5210 RE: CORRECTION LETTER #2 — Revision #1 Development Permit Application Number D07 -426 Teng's Residence —12016 — 42 " Avenue S Dear Mr. Teng, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 431 -3659 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. Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -426 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\ Correction Letters \2007\D07 -426 Corr Ltr #2 to Rev #1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: APPLICANT: RE: ADDRESS: August 25, 2008 Tienwin Teng D07 -426, Teng Residence 4703 S 162 Street PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 -431 -3659. 1. Extension of utilities to a future proposed lot cannot be approved until preliminary approval has been obtained for a short plat of the property. August 8, 2008 Tienwin Teng 9422 38 Avenue S Seattle, WA 98118 -5210 RE: Letter of Incomplete Application # 1- Revision #1 Development Permit Application D07 -426 Teng Residence — 12016 — 42 Avenue S Dear Mr. Teng, This letter is to inform you that your revision to your permit received at the City of Tukwila Permit Center on August 6, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the following comment. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 4 Holt Permit Coordinator Enclosures File: D07 -426 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit CenterUncomplete Letters\2007\D07- 426 Inc Ltr #1 to Rev # 1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: August 7, 2008 Project Name: Teng Residence Permit #: D07 -426 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. From past experience in this area, winter season ground water levels have been noted to be within a couple feet of the surface. The proposed pit drain will not be functional during these times. Footing drains should drain to a storm sewer or other positive means of displacement or we will need you to submit a design from a soils engineer that could certify your proposed footing drain system. Please revise plans as necessary and/or call me at 206 - 431 -3678 if you would like to discuss this further. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: May 9, 2008 Tienwin Teng D07 -426 12016 42 Ave S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application is approved subject to the following condition: 1. The site plan sheet 0.1 indicates a future lot in the rear of the property. The City has never reviewed nor has the City approved a short plat on this property. By constructing a house on the property you are preceding at your own risk. The City is making no warranties, representations, or guarantees that a short plat can be approved on the property. In the future, if a short plat application is submitted to the City, the application will have to comply with all zoning and development applications at the time of submittal of a complete application. April 17, 2008 Tienwin Teng 9422 38 Av S Seattle WA 98118 -5210 Department of Community Development Jack Pace, Director RE: Request for Permit Application Extension Development Permit Application No. D07 -426 Mechanical Permit Application No. M07 -248 Plumbing/Gas Piping Application No. PG07 -306 Teng Residence —12016 42 Av S Dear Mr. Teng: This letter is in response to your written request for an extension to Permit Application Nos. D07 -426, M07 -248, and PG07 -306. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through August 12, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, t e 'fer Marshall 't Technician File: Permit No. D07 -426, M07 -248, & PG07 -306 PAPem it Center\Extension Letters Tent* Applications V007007-426+ Application Extension.doc join Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Thursday, April 10, 2008 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD SUITE 100 TUKWILA, WA 98188 -2599 RE: PERMIT APPLICATION # PG07 -306 12016 42 " AVENUE SOUTH TUKWILA Dear Sir / Madam; Sincerely, TIENW TENG (SUNNY) 9422 38 AVENUE SOUTH SEATTLE WA 98118-5210 206 - 861 -6323 CELL 206 - 725 -0928 HOME REQUEST FOR EXTENSION TIENWIN TENG requests for extension of his permit application and permit file # PG07 -306 or D07 -426. A- M 0 7_ a 4 g . Thank you for your help D//' czio daT April 17, 2008 Tienwin Teng 9422 - 38 Avenue S Seattle, WA 98118 -5210 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -426 Teng's Residence —12016 — 42 " Avenue S Dear Mr. Teng, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. PlanninE Department: Brandon Miles at 206 431 -3684 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. Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -426 P:\Permit Center\Correction Letters \2007007-426 Correction Ltr II I.DOC jem City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 DATE: CONTACT: RE: ADDRESS: ZONING: March 24, 2008 Tienwin Teng D07 -426 12016 42 Ave S LDR PLANNING DIVISION COMMENTS N., The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Show the location of all trees on the site that are 4" in caliber or greater. Also show any proposed tree protection measures. 04 -04 -2008 TIENWIN TENG 9422 38 AV S SEATTLE WA 98118 RE: Permit Application No. D07 -426 12016 42 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 11/16/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 05/14/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 05/14/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall 't Technician Permit File No. D07 -426 Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 24, 2008 Tienwin Teng 9422 38 Avenue S Seattle, WA 98118 -5210 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -426 Teng Residence — 12016 — 42 Avenue S Dear Mr. Teng, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 16, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Bob Benedicto at 206 431 -3670 if you have any questions concerning the following comment. 1 Provide information on the site plan to show elevations and drainage provisions and subsoil drains. Fire Department: Al Metzler at 206 -575 -4407 if you have any questions concerning the following comment. 1. Provide location of the nearest fire hydrant and distance by vehicular travel to the structure on the site plan. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throueh the mail or by a messenkrer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Si cerely, Brenda Ho t Permit Coordinator fclw City of Tukwila Department of Community Development Jack Pace, Director Enclosures File: D07 -426 P:\Permit Center\Incomplete Letters\2007\D07 -426 Incomplete Ltr # 1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Parcel No.: 3347400285 Address: 12016 42 AV S TUKW Suite No: Applicant: TENG RESIDENCE Work Order Number: City aIt/Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us WATER METER INFORMATION DESCRIPTION OF WORK: NEW SINGLE FAMILY RESIDENCE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, EXISTING WATER METER, SANITARY SIDE SEWER, DRIVEWAY ACCESS, STREET USE, MID UNDERGROUNDING OF POWER. PAVEMENT MITIGATION FEES APPLY IF STREET IS CUT. METER #1 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Connection Charge: N $0.00 $0.00 $0.00 Installation: N $0.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: N $0.00 $0.00 $0.00 Inspection Fee: N $0.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $25.00 $0.00 $0.00 Cascade Water Alliance (RCFC): N $0.00 TOTAL WATER FEES: $25.00 Permit Number: D07 -426 Issue Date: 06/27/2008 Permit Expires On: 12/24/2008 METER #2 METER #3 $0.00 $0.00 doc: WTRMTR D07 -426 Printed: 06-27 -2008 Reference Number(s) of Related Document(s): D07 -426 Grantor: TIENWIN TENG, an Individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Along 42 Ave. South and adjacent to 12016 — 42 Ave. South Work within the City Right -of -Way, driveway access, storm drainage, utilities, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attomey's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHREOF, said individuals have caused this instrument to be executed this P. tG day of ( ,2008. STATE OF WASHINGTON) )ss. County of King ) ✓LVV� CL . Property Owner / Authorized Signatur I certify that I know or have satisfactory evidence that 2 na. +✓� T n� is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated ,� vFttE A. r hi ,r.f.e,t en t� °TA +4 4. Aa-ti 4 -e �We✓ 1 .. ' s s Notary Public i nd for the State of Washington - • -- ( % residing at / �f - 0 (, c, = f My appointment expires D �3 -aoi—I 0 c LA i , 4 , o F , 29 ` ;0 e ko} 'ij. WASH`� 'Th a this a' day of Jcisnsi , 2008 GRANTEE: CITY of TUKWILA By: C Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. i if Z O 15 S s -c �r°i r V4 L 1 G S 4 4, 1 01 1 1 z;dc !- (“1,t; _ a L-( L,ce Name: ,4 NOTARY PUBLIC, in and for the State of Washington, residing at L i/ u , 14. My commission expires: 0 5 - I C- 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 l" 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. \.J BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 1 ,J G (5 PERMIT # D 01-' 1:24 (� 120 - 42„ J ,gv . 5 .) 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 Erosion prevention Water /Sewer /Surface Water /0b0/ /0 0 012,500 Road/Parking/Access ' � l 5 0 A. Total Improvements / 6600 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 2 5 o cubic yards 15 cubic yards Enter total fill volume Use the following table to estimate the grading plan review and permit fee. f the excavation and fill volumes. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 437 _!. The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2008 1 /50 $ /. 0 $ 3') $250 (1) (5) (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 15 -10 (75 %) 51 -100 $37.00 ✓ 101 -1,000 $37.00 for 1S 100 CY plus $17.50 for each additional 100 or fraction thereof. 2 -1 (10 %) 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 $ i So .62- (6) � 7. Pavement Mitigation Fee ( <p 4i Wrtfell �) (7) The pavement mitigation fee compensates the City foi 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 6. Permit Issuance/Inspection Fee (B +C +D) 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. 2008 2 60 $ 17- - (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2008 — 12.31.2008 Total Fee / 0.75 $600 $5674 $6274 1 $1100 $14,185 $15,285 1.5 $2400 $28,370 $30,770 2 $2800 $45,392 $48,192 3 $4400 $90,784 $95,184 4 $7800 $141,850 $149,650 6 $12500 $283,700 $296,200 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 * as ZS� D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al 10. ADDITIONAL FEES X COW—VI 64) %./ A. Allentown Water ( dinance 1-77)) $ C / • ,,/ B. Allentown Sewer (rrdinance 1-7-7-7) $ [ 5 oo d ° � C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. � i3h ' A#W Cotie i it# $ 3O0' ✓ F. Transportation Mitigation '1hk #4, $ 8� G. Other Fees $ '� /4 t 31 3 Sf� at CAS E Wi�f Total A through G $ (10) (1Z.C() d'[!• 06o" DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 5 - 7 --- 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. Total A through E Temporary Meter 0.75" 2.5" $300 $1 Approved 09.25.02 Last Revised Jan. 2008 3 25 " $ lea f/ts/oz (9) ACTIVITY NUMBER: D07 -426 DATE: 09 -18 -08 PROJECT NAME: TENG RESIDENCE SITE ADDRESS: 12016 42 AV S Original Plan Submittal X Response to Correction Letter # 2 X Revision # 1 After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 ' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required (1 PI ning !vision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -23 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 10 -21 -08 APPROVALS,OR CORRECTIONS: Approved LJ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -426 PROJECT NAME: TENG RESIDENCE SITE ADDRESS: 12016 42 AV S DATE: 08 -14 -08 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENT lir 4 B ilding Division E1 Fire Prevention Pu li Works 01 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: i..?ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 J1'L UJ g •2(D6 Planning Division Permit Coordinator n DUE DATE: 08-19-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 09-16-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: '� P Departments issued corrections: Bldg ❑ Fire ❑ Ping (Y] PW ❑ Staff Initials: �J ``PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 - 426 DATE: 08 - - PROJECT NAME: TENG RESIDENCE SITE ADDRESS: 12016 42 AV S Original Plan Submittal Response to Correction Letter # X Revision # 1 After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Bu Division Public Works Fire revention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -07 -08 Complete ❑ Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: ' 00 LETTER OF COMPLETENES Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09 -04 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ACTIVITY NUMBER: D07 -426 DATE: 05 -01 -08 PROJECT NAME: TENG RESIDENCE SITE ADDRESS: 12016 42 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -2&02 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ TUES/THURS ROUT G: Please Route IIE Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: JgM&i Permit Coordinator ❑ DUE DATE: 05-06-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 06-03-08 Not Approved (attach comments) ❑ DATE: El Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -426 DATE: 03 -18 -08 PROJECT NAME: TENG RESIDENCE SITE ADDRESS: 12016 42 AV S Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued X Response to Incomplete Letter # 1 DEPART ENTS: �. (/ 3-006 Buil•Ing '!vision M. Pit lic Worfcn Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -20 -08 Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: Structural Review Required 6u A'W0 b Fire Prevention Permit Center Use Only CORRECTION LETTER MAILED: 4/11'01) 11 Departments issued corrections: Bldg ❑ Fire ❑ Ping Ilt! PW ❑ Staff Initials: PI nhing Division Permit Coordinator Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: Notation: REVIEWER'S INITIALS: DATE: C DUE DATE: 04 -17 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) L ACTIVITY NUMBER: D07 -426 DATE: 11 -16 -07 PROJECT NAME: TENG RESIDENCE SITE ADDRESS: 12016 42 AV S X Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENT : `I.10 .01 Bu ivision 1 Public Works PERMIT C:i;iti) COPY PLAN REVIEW /ROUTING SLIP Complete ❑ Incomplete APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Fi Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -20-07 Not Applicable Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -18 -07 n Permit Center Use Only COMPLETEN lS AILS y� INCOMPLETE LETTER MAILED: 1 06 LETTER OF Departments determined incomplete: Bldg Fire Ping ❑ PW ❑ Staff Initials: �"' Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITJALS l/l�(� t B w -0 ,.E A a - -ti -O Summary of Revision: Fes, die 4 6. c o vvvve c4 ed i-o q tJ f. s4- i e v 1 4ct A ` Received by: f1 p {, I REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: Te s c tc;, PERM IT NO: (!�)lJ 1� M - tp SITE ADDRESS: 1.).0 [ l H� / ORIGINAL ISSUE DATE: 62-27 -p REVISION LOG (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: /zttp : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions win not be accepted through the mail, fax, eta Date: c J I I � r /2'v Plan Check/Permit Number: D O - Z r0 ❑ Response to Incomplete Letter # Response to Correction Letter # 2- • Revision if ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: / 94 1 Racteemite, Project Address: /OD l p 1-42 ALQ A'VP S Contact Person: T P,Yul irl Phone Number: 20& - FC / - (0 32-3 Summary of Revision: mi . Ai / S f- 2� 7�I � aIm/i. I�aui< /4i,&( *ifs n i f` be r/ «u�SC G sha,'P 4- t had /,.rte .� �D r // 1 �/ �iTTC r G /d / Gee .c A Pr t , ,eXf //rn r�' lid c J?v 'bvi 414- T7!/Un . £,41, Iirirry / gr4440 TIflMI1//ti £# ?kJ s- fZcf ei ! -4 Crated: 2 -13 -2004 i�nQc�iaz -x .. �'k y 44 teefisrerl wa-y ea-gblrs4s no 7 7r/kff a , j GIN Q ti., 0071 Sheet lYdmber(s E' " 46 Steven M. Mullet, Mayor Steve Lancaster, Director r �i> aid 4ttu /f 1itL Gc riv _Fit/lr Got 2- /b f 2- n< !.c L/ / i / ��ar -/n / � f ksilicak2 p/at 4 4i be (/fofe {kl -M -ttv ioS in f &ce, ad fhe "Cloud" or highlight all areas of revision including date of revision T& I Received at the City of Tukwila Permit Centerby: ' Entered in Permits Plus on ci" tk'0 b %applicationsVorms- applications on lin&evision submittal $ItUtavtl? are OF TUKWILA SEP 18 2000 PERMIT CENTER R 'tai' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, eta Date: c /i o Response to Incomplete Letter # 1 ❑ Response to Correction Letter # IRT Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L S tr n l / y u ( V) t nJ 41/4 Project Address: j Z A S . Yti( _ W TR/ g Contact Person: , t KA— •5- ' Phone Number(a66) 383 — Summary of Revision: -moo r IJ 4 ` t� g_ c 4 Cf JAIE C7 i v .pt 1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on o4 City of Tukwila lapplicationsltonns- applications on linelrcvision 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.tukwila.wa.us Plan Check/Permit Number: of Steven M Mullet, Mayor Steve Lancaster, Director h 7- � —a2� RECENED Yp F ruo Ut 4 2009 PEnsar FR City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 g r G /0 g Plan Check/Permit Number: b O 7 -44 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: F (Z '-OQZ Project Address: I a-O I 1 N b ,V F S• 7C1 KvJ t L I A ° r 1 Contact Person: d t Phone Number:C24 Cv) 3 7 Summary of Revision: tA1 f rr. e t�� -�l V /V Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: m ' ' Entered in Permits Plus on `�' - ( \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: ctrt OF TUKWIIA AUG 06 2008 PERMIT CENTER Entered in Permits Plus on City of Tukwila plications orms- applications on me evision 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.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. MAY 1st. 2008 D07-426 Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY OF TUKWILA MAY .012006 PERMIT C$ Project Name: TENG RESIDENCE Project Address: 12016 — 42 Avenue S Contact Person: Tienwin Teng Phone Number: 206-861-6323 Summary of Revision: ALL TREES LOOK LIKE CHERRY AND ALL TREES WILL BE REMOVED (TO BE CUT DOWN). THE DIAMETER TRUNK (CHERRY TREES) ARE WRITTEN DOWN ON SITE PLAN. PLEASE SEE SITE PLAN. Sheet Number(s): "Cloud" or highlight all areas of revision including date of r isioon Received at the City of Tukwila Permit Center by: 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: MARCH 17th, 2008 Plan Check/Permit Number: D07 -426 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: TENG RESIDENCE Project Address: 12016 42 AVE S Contact Person: Tienwin Teng Phone Number: 206-861-6323 Summary of Revision: 1/_ FOOTING DRAIN WILL BE CONNECTED TO CITY'S STORM DRAINAGE SYSTEM. 2/. THE NEAREST FIRE HYDRANT IS ON THE NORTH SIDE OF 42nd AVENUE SOUTH. THE NEAREST FIRE HYDRANT AND DISTANCE BY VEHICULAR TRAVEL TO THE STRUCTURE ON THE SITE PLAN IS 133 FEET TOTAL. RFr PRIE I 'CITV OF TUKWILA Sheet Number(s): MAR 17 2008 "Cloud" or highlight all areas of revision including date of revision PERMIT CENTS Received at the City of Tukwila Permit Center by: (Entered in Permits Plus on % f --0 \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Residential Sewer Use C xificatian ,` 2-12 Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address TUKWILA ; City 12016 42nd AVENUE SOUTH TIENWIN TENG Owner's Name City 9422 38th AVENUE SOUTH Owner's Mailing Address SEATTLE WA City State ZIP 206 - 861 -6323 Owner's Phone Number (with Area Code) SAME Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): SAME Name Street Address WA 98178 State ZIP 98118 State ZIP Residential Customer Equivalent (RCE) 1.0 ,Please check appropriate box: Single- family (free standing, detached only) Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) 1.6 D 3 -Plex (0.8 RCE per unit) 2.4 ❑- 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 — If Multi- family, will units be sold individually? ❑ Yes % No Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 10/04) x 0.64 = k w 1 For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate TUKWILA SEWER Sewer District Date of Sewer Connection Side Sewer Permit Number 3347400285 Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number Building Name If yes, will this property have a Homeowner's Association? 0 Yes ❑ No PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c rrected data for determination of a revised capacity charge. Date White — King County Yellow — Local Sewer Agen4yl Pink — Sewer Customer King County Department of Natural Resources and Parks Wastewater Treatment Division Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes )(No Was building on Sanitary Sewer? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes No n . T_'.`. NOV 16 2007 3_007 .®. License Information License JPCON* *932LQ Licensee Name JP CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602535991 Ind. Ins. Account Id #2 Business Type INDIVIDUAL Address 1 7500 S TAFT ST Address 2 City SEATTLE County KING State WA Zip 98178 Phone 2063837913 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/18/2007 Expiration Date 9/12/2009 Suspend Date Separation Date Parent Company Previous License JPKITKB958OB Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PHAN, JIMMY OWNER 06/18/2007 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 DEVELOPERS STY & INDEMNITY CO 743365C 08/31/2006 Until Cancelled $12,000.00 08/24/2006 Look Up a Contractor, Electric;an or Plumber License Detail Page 1 of 2 N ow 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= JPCON* *932LQ 06/27/2008 W C,7 d r SITE PLAN 1 "=10r t 2f C`1 c D(■) pr- G∎t. • 1 S t-3 • — NO EXISTING TREES ON THE LOTS TO BE REMOVED. 1' -6_ OVER t ANC, TT. * NOTE -- LOT IS GENERALLY FLAT. SLOPE OF LOT IS LESS THAN 1Z. ANY Sp IT DEPRESSION IN LOT %ILL BE FILLED AND LEVELED. r ` ` PROPOSED 2 —STORY SINGLE FAMILY HOME HOUSE DUERIOR- �o ! DRIVEWAY - T'o 5"F N ct 5 Lt-, 4.0 P C pau CP+ AJ As NW-7 R'E i + r N90 PROPERTY UNE = 273.38' (CALCT)) 273.60' PLAT 7' PROPOSED GARAGE ,. -\ Koo : gyNef )– eta LA,ti 12016 42ND AVENUE SOUTH TUKWILA, WA 98188 N901001OO'W PROPERTY UNE = 269.29' ti PROPOSED LOT 1 9,380 SF As■ Air 1 — MT OSED INGRESS, EGRESS & U1UJIY EASEMENT FOR ACCESS TO PROPOSED LOT 2 2D -0' 3 ssrt t i Otr■I r 1 FUTURE PROPOSED REAR YARD ..r -- --- to-o'— a FUTURE PROPOSED FRONT YARD 20' O• Adi P •o,J-G c_46 Lam. stAfa , r 3r3" 3+2." 2 fl e 5 2' • � ikMEJ ` - RvlNK Y .I .._ NO WOR ! TO DONE PROP, 2' LOT 2 SF ADDRESS OF PROPERTY: LEGAL DESCRIPTION: ASSESSOR PARCEL NO.: 12016 42ND AVE. SOUTH 334740 -0285 E E 5 L E r�,�, . t 1 , r'.iY 3" FILE: COPY Permit No. Pt3r review cpprovai is subject to errors and cress! 7:6'. Approval of construction documents does not autho e the violation of any adopted code or ordinanco• Rec ipt o{ approved Field Copy and conditions is acknovezi By Date: k These plans have been reviewed by the \`Forks Department for conformance with curNNn City standards. Acceptance is subject to error nmiccinns Sz,', rh tin not fl TtI1nri7^ vinlAtinnC adopted standards or ordinances. The responsik,°li for the adequacy of the design rests totally ;Milh designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Forks utilities inspector. Date: . By: CORRECTION LTR# City o Tul a BinDING MOON LOT 51 AND THE NORTH HALF OF LOT 52, BLOCK 2, OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON �TU PROPOSED REAR YARD the CPC) °C:c3<011..Nd.:C:SSS(6 '‘W l' \ b p t wo w r a 2 RECEIVED CITY OF TUKWILA o AUG 14 2008 PERMIT CEj TE E + q!is IS IO N o ;1,, I JOB NO. cu SHEET NO. Q a �- G C ( t] C/1 1D L-f rT] o C -= 3 co co , 1- [ r N cr 8632 1 ARCHITECT REGISTERED Pat-- RUTHERFORD SCOTT RAE STATE OF WASHINGTON CLIENT Sunny Teng DATE 12.28.06 DRAWING TITLE SITE PLAN PERMIT SET REVISIONS NO. 1 DESCRIPTION DATE 0626 f r t J TYPE I (c )1) I L L I dal im- DP.AN DisCiAINgCE SYSTEM J I SITE PLAN 1 10' L - NO EXISTING TREES ON THE LOTS TO BE REMOVED. 1-6 OVER HANG. TYP. ./ PROPOSED 2 -STORY SINGLE FAMILY HOME DRIVEWAY * NOTE: - LOT IS GENERALLY FLAT. SLOPE OF LOT IS LESS THAN 1%. ANY SLIGHT DEPRESSION IN LOT WILL BE FILLED AND LEVELED. HOUSE EXTERIOR-a r E N90100'00 PROPERTY IJNE = 273.38' (CALC'D) 273.60' PLAT N90'O0'00 PROPOSED GARAGE PROPERTY LINE = 269.29' 12016 42ND AVENUE SOUTH TUKWILA, WA 98188 J PROPOSED LOT 1 9,380 SF FUTURE PROPOSED INGRESS, EGRESS & UTILITY EASEMENT FOR ACCESS TO PROPOSED LOT 2 4 9 0 FUTURE PROPOSED REAR YARD FUTURE PROPOSED FRONT YARD 20' 0' REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions inude additional plan review #ees� and may SEPA u FOR � ' banical Isctrical Plumbing as Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. VOI" Plar review approval is subject to errors and omissions. Approval of constmclion documents does not authorize the violation of any adopted code or ordinance. Receipt or approved Field Copy and conditions is acknowledged: By Date: City of Tukwila BUILDING DIVISION ADDRESS OF PROPERTY: LEGAL DESCRIPTION: ASSESSOR PARCEL NO.: 12016 42ND AVE. SOUTH LOT 51 AND THE NORTH HALF OF LOT 52, BLOCK 2, OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON 334740 -0285 \ CODE COMPLIANCE 1 APP MED MAY 13 2008 Of Tukwila BUILDING DIVISION By O[d9y� D oi- 'i Z b FUTURE PROPOSED REAR YARD 19' 6'1 f llcs.e plans have been reviewed by the Public Works Department for conformance with current t :itv 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 ?(..signcr. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resuhmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: MAR 17 2008 t •,r16 .aE.P. d .: L 8632 ARCHITECT REGISTERED AMir (144. RUTHERFORD SCOTT RAE STATE OF W CLIENT Sunny Teng DATE 12.28.06 DRAWING TITLE SITE PLAN PERMIT SET JOB NO. SHEET NO. cu CV CV co D Q • — m w CC) aJ CO REVISIONS ' NO. 1 DESCRIPTION DATE 0 .1 D 0626 ® copyright 12016 42ND AVENUE SOUTH TUKWILA, WA 98188 i I w II v .�FRONT_YAtiD� — � r 26-Cr I r - IJ Lu �I I I I kI W c II .c.4 `" L__1- I � 1' -6" OVER HANG, TYP. - PROPOSED 2 -STORY SINGLE FAMILY HOME DRIVEWAY * NOTE: - LOT 15 GENERALLY FLAT. SLOPE OF LOT IS LESS THAN 1%. ANY SLIGHT DEPRESSION IN WT WILL BE FILLED AND LEVELED. - NO EXISTING TREES ON THE LOTS TO BE REMOVED. SITE PLAN 1 " =10 HOUSE EXTERIOR-m r N90100 '00'W PROPERTY UNE = 273.38' (CALC'D) 273.60' PLAT PROPOSED GARAGE N90130110 "W PROPERTY UNE • 269.29" FUTURE PROPOSED INGRESS, EGRESS & UTILITY EASEMENT FOR ACCESS TO PROPOSED LOT 2 20' -0" PROPOSED LOT 1 9,380 SF FUTURE PROPOSED REAR YARD 10 "-0' — —. FUTURE PROPOSED FRONT YARD 20' 0' '11) i & iv ETE K ADDRESS OF PROPERTY: 12016 42ND AVE. SOUTH LEGAL DESCRIPTION: ASSESSOR PARCEL NO.: 334740-0285 . � ." 1 I L 1 REED wilt 6E EI�'1cVE D LOT 51 AND THE NORTH HALF OF LOT 52, BLOCK 2, OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE AP OV City Of Tukwila IFS Y .Ir3 DP IISIONL MAY 1 3 2000 RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER FUTURE PROPOSED REAR YARD N 8 2 JOB NO. cu ru SHEET NO. CJ v ro CLIENT Sunny Teng DATE 12.28.06 DRAWING TITLE SITE PLAN PERMIT SET CV co crs 0 0.1 C 0a —r-n > r— Ln ro cn .0 ,_,n rD Dco co 00 Q —# — 4J 00 - r— a a rp [V ( 0J N 8632 ARCHITECT REGISTERED ( ;14-. RUTHERFORD SCOTT RAE STATE OF WASHINGTON REVISIONS NO. 1 DESCRIPTION DATE 0626 CORRECTION LTR #__„f _ P. 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FREON �M � mi �liorMr.r�Mr.I I I ..,. i BEM imam ,i M M rri Ri l l lL - rrrr am 7.m. ii .iii =■ INS M1a 011110 IN iii MNM Mtii iil MINIM IMO rr mem a rrr MM MUM M IGK.. VEENER *GGt"t RAGTG1 NQ A l ,:P l men,s 19ns 5haE i Pe r� f ied.Pr�ar.Fo Gonstr.cction. �h�cked. And, Veil! ., > PATE:- NE 0 .50. eonere encased grounding electrode As ' required in all new con 'footings. The electrode` shall consist of at least2 feet o f 1 /2 ?' or,.larger ment °b or reinforce #4 copper wire, lo e th ated` n ar" e ° bottom of t bu il d in g ` foo t ing (NOTE 20, foot rebar shall be one contLnuous piece .-, tied along side any . vicinity footing reliar and shall protrude S" :ruin: above _top of;. foundation wall • near Iocation'of power.panel) Qi.mens cans Shot P ;f)e checiked And Ver i f led F'r Eor ra Construct lob.. • Lw„,4 N‘t za4 Nx‘tilikww4 HOLDOWN SCHEDULE MARK HOLDOWN (SIMPSON) WALL STUD ANCHOR BOLT REMARKS TYPE NAILS /BOLTS Hi HPAHD22 (2)2x HF STUD 16 -16d ::. 2x SILL PLATE EXFIRES C3/2?/0 AB3 H2 STHD1ORJ 2 2x HF STUD O 28-10d 5/8" dia. A.B. 0 8" o.c.. USE STHD10 AT NON — RIMJOIST LOCATIONS NOT USED H3 STHD14RJ (2)2x HF STUD 3$ -10d USE STHD14 AT NON= RIMJOIST LOCATIONS H4 PHD2 (2)2x HF STUD 1/4 SCREWS SSTB16 scale: • AS NOTED H5 PHD5 (2)2x HF STUD 14 -SOS 1/4'x3" SCREWS SSTB20 NOT USED H6 PHD6 (2)2x HF STUD 18 —SDS 1 /4'x3" SCRE WS'. SSTB28 NOT USED H7 HDQ8 4x DR. #2 20 —SDS 1/4 "x3" SCREWS SSTB28 NOT USED ANCHOR BOLT SCHEDULE o ____I MARK SILL PLATE ANCHOR SILL PLATE REMARKS AB1 5/8 dia. A.B. 0 32" o.c. 2x SILL PLATE A 5/8" dia. A.B. 0 16 o.c. ::. 2x SILL PLATE EXFIRES C3/2?/0 AB3 5/8" dia. A.B. 0 12" o.c. 2x SILL PLATE NOT USED AB4 5/8" dia. A.B. 0 8" o.c.. 2x SILL PLATE NOT USED A85 5/8' dia. AB. Q 16" o.c. 3x SILL PLATE NOT USED SHEARWALL EDGE NAILING ( "FRAMING DETAIL I FLOOR JOIST T. (JOISTS MAY BE PERPENDICULAR ��..►F� t TO WALL) 2x6 P.T. SILL PLATE ! • w/ ANCHOR BOLT I PER PLAN FOUNDATION WALL WITH REINFORCEMENT PER PLAN BOTTOM - LTP4 0 SHEARWALL EDGE NAILING PLATE TO RIM: 36 0. � JOIST PLYWOOD FILLER • SHEARWALL EDGE NAILING FRAMING FOUNDATION WALL Wlr`rf. REINFORCEMENT PER PLAN . . DETAIL (OPTION) • SHEARWALL DETAIL 1 1' --Q " ., SHEARWALL EDGE NAILING FLOOR BEAM PER PLAN V wAr ■Wairigil 1 1 WALL TOP _PLATES INTERIOR RIMJOIST SHEARWALL DETAIL U TYPICAL FLOOR TIE DETAIL z 2 z STRUCTURAL NOTES GENERAL: ALL METHODS, MAlt !ALS. AND WORKMANSHIP.' ARE TO CONFORM TO THE INTERi AATIOUAL BUILDING' CODE AND STANDARDS, 2006 EDITION (IBC AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a_) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL. STRUCTURAL ELEMENTS . HAVE BEEN INSTALLED ' : AND ` CONNECTIONS COMPLETED b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING. WITH THE WORK c.) BRINGING TO THE ATTENTION OF THE BUILDING.. DESIGNER-ANY CONFLICTS IN DIMENSIONS, 'MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND :RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC: SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD 40 psf (with other live loads in accordance with IBC '06, table 1607.1) . . SNOW LOAD 25 psf WIND: V3s= 85 mph / Exp B SEISMIC: SOIL SITE CLASS =D.. Ss =141 %g, SDC=D FOUNDATIONS:. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO . BE FREE OF STANDING .WATER. ' OVER EXCAVATIONS ARE TO BE BACKF1LL ED WITH LEAN CONCRETE (f'c =2000 :psi) OR .COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A. GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED; AND . PLACED . IN ACCORDANCE WITH IBC '06, IBC '06 STANDARDS AND.'AC1 -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION. NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE . 1904.2.1. REINFORCING S IL IS TO . BE GRADE 40 DEFORMED ` BARS. PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '06 AND ACl 318. INTERSECTING CONCRETE WALLS . & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18' OF EMBEDMENT AND SPACED . THE SAME AS THE HORIZONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/V SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON 0 6 "o.o. AT ALL EDGES AND 8d COMMON. © 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB — FLOORING) IS TO. BE 5/8 MINIMUM SPAN RATED 16 "o.c. T &G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON 0 6 o.c. AT ALL : EDGES AND AND 10d COMMOM © 12 "o.c. 'AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN. PERPENDICULAR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1 " "NATIONAL DESIGN STANDARDS FOR METAL -PLATE CONNECTED WOOD :TRUSS .CONSTRUCTION" AND IBC '06. METAL PLATES ARE TO BE ICBQ APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT :FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC '06 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR. VERIFICATION OF ALL TRUSS : LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION cJNTRACTOR I5 RESPONSIBLE FOR All TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE .AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16 GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE . COMMON WIRE NAILS AND OF . QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED; BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE, LINE WITH ONE (1) SIMPSON Hi HURRICANE TIE AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. METAL CONNECTORS CONTACT WM-1 PRESERVATIVE TREATED WOOD ARE TO HAVE A CORROSION PROTECTIVE COATING PER THE RECOMMENDATIONS OF THE PRESERVATIVE TREATED WOOD SUPPLIER AND THE METAL CONNECTOR MANUFACTURER. IF THE NEEDED INFORMATION IS NOT PROVIDED STAINLESS STEEL CONNECTORS ARE RECOMMENDED. FASTENERS INSTALLED IN PERSERVATIVE' TREATED WOOD TO BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL PER IBC 2304.9.5 WOOD FRAMING: 2x LUMBER TO "BE.HFF2. EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF#3 WHERE NOT. SPECIFIED ON THE PLANS: a.) COLUMNS IN . WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED . TOGETHER WITH 10d, ® 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR. FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST` DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND EXCEEDS ONE HALF THE SPAN LENGTH OF TWO JOISTS .;WHERE PARTITION EDCC THE JOIST. - d. WALL TOP TO BE BLOCKED PLATES ARE TO. HAVE STAGGERED AT AU, "BEARINGS. HAVE SPLICES A MINIMUM OF 4' -0' APART AND SPIKED TOGETHER IN. THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, :. SOIL CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED • COLUMNS ARE, TO HAVE 'CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE ` P AC ", "LPC ", OR "PC" . TYPE POST CAPS STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED • BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F —V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. STRUCTURAL. PREFABRICATED WOOD PRODUCTS: WOOD I- -BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMILLIAN. RIM JOIST u SHEARWALL. -SCHEDULE'1, SW1 .;' SW4 SW5 SW6 SHEATHING 15,/32" PLYW'D ONE SIDE 15/32' PLYW D ONE. SIDE 15/32" PLYW'D ONE SIDE 15/32' . PLYW'D ONE 'SIDE 15/32" PLYW'D EACH SIDE 15/32" PLYW'D EACH SIDE 15/32' PLYW'D EACH SIDE SHEATHING EDGE' NAILING - 8d 04 "o,c Bd ®: 4' o.c. 8d 0..3" .o.c. 8d 0 2" o.c. SHEARFLOW. • NAILING 16d 0 5 1 /2 ":o:c. 16d 0 5 '1/2" o.c. 2'' ROWS 16d 0 4 o.c. 2 ROWS 16d03 o.c. 2 ROWS SEE NOTE 5 SEE' NOTE 5 SEE NOTE 5. SEE NOTE 5. ALLOWABLE: SHEAR- 450 plf NOT USED NOT USED NOT USED NOT USED 600 plf 700 plf 900 plf 1200 Of SHEARWALL PER PLAN NOTES; 1. SCHEDULE IS BASED ON 2006 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WffH 2x4 (MINIMUM) HEM —FIR STUDS 0 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16' PROVIDED STUDS ARE r{1t' 16 1 ' ;:: o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO. STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d © 12' o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. FLOOR TIE - SCHEDULE MARK T1 STRAP TIE (SIMPSON) LSTA36 .. MSTC52 MSTC66 'WALL STUD TYPE NAILS /BOLTS (2)2x HF STUD (2)2x HF STUD (2)2x HF STUD 8-10d. EACH END 22 -16d SINKER EACH END 32 -16d SINKER EACH END REMARKS NOT USED NOT USED NOTE; 1.) ANCHOR BOLTS ARE 5/8 dia. C 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) . WASHER TO BE 3" x 3." x 1/4 . THICK PLATE WASHERS FLOOR SHEATHING SHEARWALL PER PLAN SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) 2x6 P.T SILL. PLATE w/ ANCHOR BOLT PER "PLAN A TYPICAL ROOF TO WALL CONNECTION UPPER FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWAIL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN 2x BLOCK w (3) 10d TOE —NAILS SHEARWALL EDGE NAIUNG SHEARWALL PER PLAN SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE UPPER FLOOR Q . 2x NAILER SIMPSON: Hi AT EVERY TRUSS OR RAFTER (USE SIMPSON 'LGT" TIEDOWNS AT GIRDER AND HIP LOCATIONS) UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE USE THIS DETAIL WHEN j SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL PER PLAN UPPER FLOOR . SHEARWAII PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING BOTTOM PLATE TO . RIM: L1P4 0 36 "o.c. RIM TO TOP PLATE SW1, USE LTP4 0 24 SW2, USE LTP4 0 16 SW3, USE LTP4 0 12' SW4, USE LTP4 O 10" MAIN FLOOR SHEARWAIL EDGE NAILING MAIN. FLOOR SHEARWALL PER PLAN O.G.. o.C. 0. c. UPPER FLOOR LEDGER DETAIL 2x NAILER POq w4-A2,49 UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES NOTE USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. SHEARWALL DETAIL (OPTION) FLOOR SHEATHING EDGE NAILING MAIN FLOOR SHEARWALL : PER PLAN WALL STUD (TfP.) WALL SH'TD (NOT SHOWN) TO BE CONTINOUS UNDER LEDGER 3--16d 0 EACH STUD ROOF SH'T G w/ EDGE NAILING TO LEDGER 2x6 (MIN.) LEDGER OR TRUSS TOP CHORD RIM TO TOP PLATE SW1, USE .LTP4 0 24 a.c. SW2, USE LTP4 0 16' o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 10" o.c. SHEARWALL EDGE NAILING . TIE STRAP PER PLAN RIM JOIST ..TEEM.r +rwwur,. ...UZ.MPs•rar..WA∎rWalta■ra SHEARFLOW NARDI PER SHEARWALL SCHEDULE UPPER FLOOR V ANGLE: SIMPSON A23 0 12' o.c. WALL TOP PLATES DRAG TRUSS TO SHEARWALL CONN. 1' =1' -0' SH EARWALL DE I AIL WHERE ISTC" TIE STRAPS ARE - SPECIFIE) USE DBL. STUDS • 7 -- ROOF SHEATHING EDGE NAILING DRAG TRUSS PER PLAN SHEARWALL SHEARWALL SHEARWALL EDGE NAILING FLOOR SHEATHING VBLOCK BETWEEN JOISTS SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN I (SHTG NOT SHOWN FOR CLARITY) a ©• JAI SYM. USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD ANGLE: 'A23' 0 12' o.c. LONG LEG OF ANGLE ON TRUSS RUE; IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) LSTA USE SHEARWALL EDGE NAILING FOR CONNECTION OF SI-T'G TO EACH STUD REVIEWED CODE COMPLIANCE MAY 13 2000 BUILDING DIVISION ABT UPPER FLOOR SUB-- FLOORING V NOV 16 2001 PERMIT CENTER o ____I ST. -8702 --6371 tt. A f 1 / __ .. _ .. l ENGINEERING 12930 N.E. 178 Woodinville, 'WA 98072 (425) 481 --6601 s FAX: 481 i 1."+"› ‘1_ I r' N 40591 � �� '1, •" 1°(2' ° ` EXFIRES C3/2?/0 ;project title: CRANE DESIGN ' PLAN #040306 TSE #5971 b sheet title: STRUCTURAL NOTES A\ D DETAILS I revisions: designer: KR drawn: . KR checked: K date: 10/25/0/ scale: • AS NOTED file: 5971 b--1 sheet #: ■ S [--- SHEARWALL EDGE NAILING ( "FRAMING DETAIL I FLOOR JOIST T. (JOISTS MAY BE PERPENDICULAR ��..►F� t TO WALL) 2x6 P.T. SILL PLATE ! • w/ ANCHOR BOLT I PER PLAN FOUNDATION WALL WITH REINFORCEMENT PER PLAN BOTTOM - LTP4 0 SHEARWALL EDGE NAILING PLATE TO RIM: 36 0. � JOIST PLYWOOD FILLER • SHEARWALL EDGE NAILING FRAMING FOUNDATION WALL Wlr`rf. REINFORCEMENT PER PLAN . . DETAIL (OPTION) • SHEARWALL DETAIL 1 1' --Q " ., SHEARWALL EDGE NAILING FLOOR BEAM PER PLAN V wAr ■Wairigil 1 1 WALL TOP _PLATES INTERIOR RIMJOIST SHEARWALL DETAIL U TYPICAL FLOOR TIE DETAIL z 2 z STRUCTURAL NOTES GENERAL: ALL METHODS, MAlt !ALS. AND WORKMANSHIP.' ARE TO CONFORM TO THE INTERi AATIOUAL BUILDING' CODE AND STANDARDS, 2006 EDITION (IBC AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a_) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL. STRUCTURAL ELEMENTS . HAVE BEEN INSTALLED ' : AND ` CONNECTIONS COMPLETED b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING. WITH THE WORK c.) BRINGING TO THE ATTENTION OF THE BUILDING.. DESIGNER-ANY CONFLICTS IN DIMENSIONS, 'MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND :RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC: SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD 40 psf (with other live loads in accordance with IBC '06, table 1607.1) . . SNOW LOAD 25 psf WIND: V3s= 85 mph / Exp B SEISMIC: SOIL SITE CLASS =D.. Ss =141 %g, SDC=D FOUNDATIONS:. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO . BE FREE OF STANDING .WATER. ' OVER EXCAVATIONS ARE TO BE BACKF1LL ED WITH LEAN CONCRETE (f'c =2000 :psi) OR .COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A. GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED; AND . PLACED . IN ACCORDANCE WITH IBC '06, IBC '06 STANDARDS AND.'AC1 -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION. NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE . 1904.2.1. REINFORCING S IL IS TO . BE GRADE 40 DEFORMED ` BARS. PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '06 AND ACl 318. INTERSECTING CONCRETE WALLS . & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18' OF EMBEDMENT AND SPACED . THE SAME AS THE HORIZONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/V SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON 0 6 "o.o. AT ALL EDGES AND 8d COMMON. © 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB — FLOORING) IS TO. BE 5/8 MINIMUM SPAN RATED 16 "o.c. T &G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON 0 6 o.c. AT ALL : EDGES AND AND 10d COMMOM © 12 "o.c. 'AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN. PERPENDICULAR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1 " "NATIONAL DESIGN STANDARDS FOR METAL -PLATE CONNECTED WOOD :TRUSS .CONSTRUCTION" AND IBC '06. METAL PLATES ARE TO BE ICBQ APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT :FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC '06 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR. VERIFICATION OF ALL TRUSS : LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION cJNTRACTOR I5 RESPONSIBLE FOR All TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE .AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16 GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE . COMMON WIRE NAILS AND OF . QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED; BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE, LINE WITH ONE (1) SIMPSON Hi HURRICANE TIE AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. METAL CONNECTORS CONTACT WM-1 PRESERVATIVE TREATED WOOD ARE TO HAVE A CORROSION PROTECTIVE COATING PER THE RECOMMENDATIONS OF THE PRESERVATIVE TREATED WOOD SUPPLIER AND THE METAL CONNECTOR MANUFACTURER. IF THE NEEDED INFORMATION IS NOT PROVIDED STAINLESS STEEL CONNECTORS ARE RECOMMENDED. FASTENERS INSTALLED IN PERSERVATIVE' TREATED WOOD TO BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL PER IBC 2304.9.5 WOOD FRAMING: 2x LUMBER TO "BE.HFF2. EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF#3 WHERE NOT. SPECIFIED ON THE PLANS: a.) COLUMNS IN . WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED . TOGETHER WITH 10d, ® 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR. FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST` DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND EXCEEDS ONE HALF THE SPAN LENGTH OF TWO JOISTS .;WHERE PARTITION EDCC THE JOIST. - d. WALL TOP TO BE BLOCKED PLATES ARE TO. HAVE STAGGERED AT AU, "BEARINGS. HAVE SPLICES A MINIMUM OF 4' -0' APART AND SPIKED TOGETHER IN. THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, :. SOIL CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED • COLUMNS ARE, TO HAVE 'CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE ` P AC ", "LPC ", OR "PC" . TYPE POST CAPS STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED • BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F —V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. STRUCTURAL. PREFABRICATED WOOD PRODUCTS: WOOD I- -BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMILLIAN. RIM JOIST u SHEARWALL. -SCHEDULE'1, SW1 .;' SW4 SW5 SW6 SHEATHING 15,/32" PLYW'D ONE SIDE 15/32' PLYW D ONE. SIDE 15/32" PLYW'D ONE SIDE 15/32' . PLYW'D ONE 'SIDE 15/32" PLYW'D EACH SIDE 15/32" PLYW'D EACH SIDE 15/32' PLYW'D EACH SIDE SHEATHING EDGE' NAILING - 8d 04 "o,c Bd ®: 4' o.c. 8d 0..3" .o.c. 8d 0 2" o.c. SHEARFLOW. • NAILING 16d 0 5 1 /2 ":o:c. 16d 0 5 '1/2" o.c. 2'' ROWS 16d 0 4 o.c. 2 ROWS 16d03 o.c. 2 ROWS SEE NOTE 5 SEE' NOTE 5 SEE NOTE 5. SEE NOTE 5. ALLOWABLE: SHEAR- 450 plf NOT USED NOT USED NOT USED NOT USED 600 plf 700 plf 900 plf 1200 Of SHEARWALL PER PLAN NOTES; 1. SCHEDULE IS BASED ON 2006 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WffH 2x4 (MINIMUM) HEM —FIR STUDS 0 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16' PROVIDED STUDS ARE r{1t' 16 1 ' ;:: o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO. STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d © 12' o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. FLOOR TIE - SCHEDULE MARK T1 STRAP TIE (SIMPSON) LSTA36 .. MSTC52 MSTC66 'WALL STUD TYPE NAILS /BOLTS (2)2x HF STUD (2)2x HF STUD (2)2x HF STUD 8-10d. EACH END 22 -16d SINKER EACH END 32 -16d SINKER EACH END REMARKS NOT USED NOT USED NOTE; 1.) ANCHOR BOLTS ARE 5/8 dia. C 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) . WASHER TO BE 3" x 3." x 1/4 . THICK PLATE WASHERS FLOOR SHEATHING SHEARWALL PER PLAN SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) 2x6 P.T SILL. PLATE w/ ANCHOR BOLT PER "PLAN A TYPICAL ROOF TO WALL CONNECTION UPPER FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWAIL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN 2x BLOCK w (3) 10d TOE —NAILS SHEARWALL EDGE NAIUNG SHEARWALL PER PLAN SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE UPPER FLOOR Q . 2x NAILER SIMPSON: Hi AT EVERY TRUSS OR RAFTER (USE SIMPSON 'LGT" TIEDOWNS AT GIRDER AND HIP LOCATIONS) UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE USE THIS DETAIL WHEN j SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL PER PLAN UPPER FLOOR . SHEARWAII PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING BOTTOM PLATE TO . RIM: L1P4 0 36 "o.c. RIM TO TOP PLATE SW1, USE LTP4 0 24 SW2, USE LTP4 0 16 SW3, USE LTP4 0 12' SW4, USE LTP4 O 10" MAIN FLOOR SHEARWAIL EDGE NAILING MAIN. FLOOR SHEARWALL PER PLAN O.G.. o.C. 0. c. UPPER FLOOR LEDGER DETAIL 2x NAILER POq w4-A2,49 UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES NOTE USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. SHEARWALL DETAIL (OPTION) FLOOR SHEATHING EDGE NAILING MAIN FLOOR SHEARWALL : PER PLAN WALL STUD (TfP.) WALL SH'TD (NOT SHOWN) TO BE CONTINOUS UNDER LEDGER 3--16d 0 EACH STUD ROOF SH'T G w/ EDGE NAILING TO LEDGER 2x6 (MIN.) LEDGER OR TRUSS TOP CHORD RIM TO TOP PLATE SW1, USE .LTP4 0 24 a.c. SW2, USE LTP4 0 16' o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 10" o.c. SHEARWALL EDGE NAILING . TIE STRAP PER PLAN RIM JOIST ..TEEM.r +rwwur,. ...UZ.MPs•rar..WA∎rWalta■ra SHEARFLOW NARDI PER SHEARWALL SCHEDULE UPPER FLOOR V ANGLE: SIMPSON A23 0 12' o.c. WALL TOP PLATES DRAG TRUSS TO SHEARWALL CONN. 1' =1' -0' SH EARWALL DE I AIL WHERE ISTC" TIE STRAPS ARE - SPECIFIE) USE DBL. STUDS • 7 -- ROOF SHEATHING EDGE NAILING DRAG TRUSS PER PLAN SHEARWALL SHEARWALL SHEARWALL EDGE NAILING FLOOR SHEATHING VBLOCK BETWEEN JOISTS SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN I (SHTG NOT SHOWN FOR CLARITY) a ©• JAI SYM. USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD ANGLE: 'A23' 0 12' o.c. LONG LEG OF ANGLE ON TRUSS RUE; IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) LSTA USE SHEARWALL EDGE NAILING FOR CONNECTION OF SI-T'G TO EACH STUD REVIEWED CODE COMPLIANCE MAY 13 2000 BUILDING DIVISION ABT UPPER FLOOR SUB-- FLOORING V NOV 16 2001 PERMIT CENTER w , ,,a ENGINEERING 12930 N.E. 178 ST. Woodinville, WA 98072 -8702 (425) 481 -6601 A FAX: 481 --6371 t - p_ r 1, 7 • r - 4 l . I iT � f ` fdA,l. ,.( te/Z`(lo1 1 EXPIPES 03127 • project title: CRANE DESIGN P _AN #0A -0306 TSE #5971b _.. _ ....__._. sheet title: STRUCTURAL NOTES AN D DETAILS revisions: DBL STUD ( -) 8d ' 3" O.C. 1 ROW INTO EACH PLATE (2) 2x BOTTOM PLATES SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x STUD w/ 10d © 3" o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V �I (1) SIMPSON 1S18' ON EACH SIDE OF BEAM x .4. UPPER LEVEL PORTAL FRAME N.T.S. HOLDOWN DETAIL 1'= 1 SIMSPON HGAMO ANGLE + ++ + 4 . 4 + + v + + + 4 4 4 4 4 + + + + 4 4• 4 i + + + 4 4 + + + + 4 + + T` — r + + 4 + + 4 4 4 + 4 4 + 4 + 24" MIN. 3 TYP. P. (P I 1 a CONTINUOUS HEADER (PER PLAN) SHEARWALL PER PLAN (SHTG NOT SHOWN FOR CLARITY (2) 2x OR 4x HOEDOWN STUD RIMJOIST STRAP TYPE HOLDOWN PER PLAN ce U FASTEN SHEATHING TO HEADS WITH .Bd COMMON NAILS IN 3" GRID PATTERN AS SHOWN STRAP 11E SIMPSON S12215 WI 20 -10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3'o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL. EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3"o.c. SIMPSON MSTC66 FASTEN SHEATHING TO RIM WM-I 2 ROWS 8d AT 3' o.c. FRAMING ANCHOR: SIMPSON LTP4 SYM. AB'T RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 4 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL #4 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING - BEAM PER PLAN SYM. • .AB'T WALL (OR HEADER) PER PLAN TOP OF FOOTING V z SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYPICAL.) 2x STUD w/ 10d03'o.c. FULL LENGTH (STAGGERED) TOP OF CONC. WALL V (2)2x BOTTOM PLATES 8d 0 3" Q.C. 1 ROW INTO EACH PLATE 2x SILL PLATE { 8d ® 3" Q.C. 3 ROWS 8d0 3'O.C. DRAG 1 • = 1'--0' L1 3" rrP. III :.ate ®�, I I 1 ! - - - . FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3 OR GRID PAI IDN AS SHOWN � FLOTIE STRAP PER DETAIL K/TSE --2 LOWER LEVEL PORTAL FRAME N.T.S. SHEARWALL PER PLAN (SHTG NOT SHOWN FOR CLARITY) (2) 2x OR 4x HOLDOWN STUD SIMPSON DSC4 DRAG STRUT CONNEC Li RT''' 24" MIN: 2 —PLY DRAG TRUSS ATTACH ROOF SHTG TO TRUSS w/ 8d 0 6'o.c. I n I l U STRAP TYPE HOLDOWN PER PLAN U HOLDOWN DETAIL TRUSS DETAIL CONTINUOUS HEADER (PER PLAN) SYM. AB'T C P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION J PLAN FOUNDATION WALL #4 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) #4 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING SYM. AB'T 7/16" SPAN RATED SHEATHING (24/0 MIN.) W/ (2) ROWS 8d • 0 3" o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD). ALL EDGES ` BLOCKED. (SHTG NOT SHOWN FOR CLARITY) DBL STUDS NAILED TOGETHER WITH • (2) ROWS 10d AT 6" o.c. FULL LENGTH (TYP). HOLDOWN: PER PLAN SUB — FLOORING RIM JOIST PER FRAMING PLANS FRAMING ANCHOR: SIMPSON A35 W/ ad x 1.1/2" NAILS.. (2) AS SHOWN. 5/8" dio. x 10" AB. (2) AS SHOWN w/ 3x3x1/4 THICK PLATE WASHERS 'CONCRETE. FOUNDATION WALL w/ CONTINUOUS FOOTING PROVIDE 1 — #4 18 "L DOWEL 6" FROM FOOTING INTO WALL ADJACENT TO EACH HOLDOWN TOP PLATES MAIN FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING FLOOR JOIST PER PLAN FRAMING ANCHOR LTP4 0 16" o.c. #4 ® 10" c.c. 2 — #4 CONT. 1 " =1' - 0" 1 -4" HEADER TYPICAL WINDOW OPENING MAIN FLOOR SHEARFLOW NAILING PER PLAN FULL DEPTH BLOCKING BETWEEN N JOIST 2x6 P.T. SILL PLATE ANCHOR BOLT PER PLAN 8" CONC. WALL INTERIOR SHEARWALL DETAIL #4 ® 18" o.c. VERT. w/ 6" HOOK ® FTG. U ice) CO SHEARWALL • PER PLAN (SHEATHING NOT SHOWN) FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V NAIL SHEATHING TO BLOCKS AS FOR . SHEARWALL EDGE NA/LING WALL OPENING REINFORCEMENT AT SHEARWALL 1 /2' =1' -O" TIE STRAP: SIMPSON LSTA21 KING STUDS 4x BLOCK (TYPICAL) W.. Irrrrrri oiMMaorwiOWi6. r rr1.r.rr roi1ii2 SYM. A8T SHEARWALL PER P" AN (2) 2x HOLDOWN STUDS SIMPSON SDS 1/4 x 3 WOOD SCREWS HOLDOWN PER PLAN 5/8" DA THREADED ROD FLOOR JOIST PER PLAN ATTACHED TO BEAM WITH HANGER (HANGER NOT SHOWN) a HOLDOWN DETAIL 16d AT 6" O.C. EDGE NAILING BLOCK BEIWEEV JOIST ATTACHED TO BEAM WITH (4) 10d NAILS FRAMING DETAIL 5/8" SLEEVE NUT OR TURN BUCKLE HOEDOWN ANCHOR PER SCHEDULE P.T. SILL ELATE w /ANCHOR BOLTS PER FOUNDATION PLAN #4 MIN. REINF. 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SREATER - T11AN AN__ T0P OF: AT I NTEfI 1 =LOOK FI FU: UNLEf ENSINEERE12 >YVAI DETAILS PROVIDES?: ? : GONT REf5A 5/8" , PIA x lo" A -- 3 =5TG2Y G (WHERE P US E _5'/8 'DIA DOLT W/- 2-x4 P.T MUPSIL TtIGEN ?. EPO II =II..1;1II 2 x6 ST1S @ 14,1. Q.G. 2'x C . [ ;& ;2 STORY k" GONG S1.4 OVER 4 " GRAVEL FILL W/ . 7C VV2;1 x W2_11 W VYM IN:.SLAI ' .`.. J, . x 15" x 2" IGK #� . SA. WIRE . TIES IN PEP JOINTS & AGGROSS GORE' @ MAX. SPACING Off:- I PER ; i2" OF DIMENSION IN EACH DIRECTION & ►2 "O.G_ VERTICAL 2 x6 . STUDS NOT TO EXCE 2 xq STUDS ° NOT TO EXCEED TIES 'S HALL PE ::GOR{ GSION RESISTANT, .A 11 MADE I C%f* SHEET METAL, 'St1ALL HAVE A MIN. t,IIGKNESS ( s OF. OOQ30 IN ND L 22 GAVANIZED HEEET, SASE).,,, Y 7/5 IF WIRE, SHALL : HAVE A :MIN "21A :O O,I48 IN. (NO.-9 ; N! GAGE} WALL Sf-fALL: PE SPACED SO AS TO SUPPORT -TIES NUT MARE THAN -:2 C� FT.' OF : :WALL Ai E : TV SHALL NOT PE - MORE THAN " ON CENTER tioglz WALL' TIES 'SHALL HAVE- A;.' LIP: ;HOOK ON ThE EXTENDED. LEG: TnAT. .WILL; ENGAGE G ENGL«SE A . f1GRIZONT IN ' NO_ :_g JAN �� EINFORGEJ�r1ENT Wlf'•E HAVING A DI ( CAE) OR EQUIV ;THE JOINT INFORGEM■5171AI I ICE' ; GONT WITH::: PUTT , SPL JGES BETWEEN TIES PERMITTIED ►5# FELT_. VAPOR;. St :JAIL' PE APPLIED - OVER THE S1 AIR SPACE OF AT LEAST I" SHALL PE. MAINTA BETWEEN -'' Tt1E ` 1 ACd INS :AND. THE ' VENEER. SPOT EDDLNC�; AT > AI f `TIES S HAS 1 f3E .OF _ CEMENT MG'RTAR_ GLtPRISHT© 2406 CR.ANE PESISN INC. CRANE = '0 • • '1 r •" , - •' • ' i. • ' •••:,.,. ..• • • • ••• •• „ PES:ON, Inc. Reserves Al Legal Rights To MterraI On Th is Sheet - Subject To r imtna I Prosecutt , SPACE,!.2VENITILATION1, MINIMUM - .NET AfR.EA,.1: OR FLOOR AREA C,LOS:T 0 GORNEf6: tiou povvN) --'mpi:611ALL'-`PV ROIPE'•OROSS VENTILATI.ON LEAST fWO OPPOSITE - _ • 2-. RAWL SPAGE, 0N051 mIN, 3_ ATTI6 VENTIL_ArioN, I/10 Off ATTIC- Af OR 1 - .4. 762 LINE, . = - - _ '•• • - '' • • - - - • . , 4 . ATTIC- AGC,E.SS -MIN; 2-2-.'"xo" WI MIN. -3 ‘:? 11. "--MEAPfOON1,- - -•UNOPST - RU0TED,. - 1!.EA1P A6GESSIPLE -•- OPENINS. • . - - • - • 5. IN ROOMS NOT PROVIDED WITI AN OPERAPLEWINPOW 21 5 SJT R S1 A ME6MANI6A- VENTILATION SYSTEM, 6AFAPLE OF PROVIDING 5 AIR GHANSES HOUR, SI r3E F'ROVIDEP. 6, VENT PRYER, PATI AND RANSES/0\/ENS TO,..:T1 ::'•' --,. -',.....:•.....--... ''''''--' .- -----' - , ...._ . ; . , , : -.. - . --.„ . - . .• . ..., ,•, __ „..: ...... ..-.- -...:.-• .. , , _-,, -, ..- .-•,. = -. • -, •,.. .... . ... .,.. . .,..,. ... .., .....,„.,.,, ,..,.. , _.. , -7 -, „ , - • , . , . _ . .. . • . . - , . • . _ - , . . . . . - • • - - - • • - • • . . . - - • 1 -• " rrrr. " r 7 SARAS IALL -PE L,E55 'T11AN OVVj5. i= - 1Aff)!TAPL.E: 6PA6 E % = `',X"•, :PE INSTALLED AT: ..E 5. TILE FOR 611(2WEf SMALL PE 6' APOVE FINISH rt.O0R, WTh VV/AVER RSISTANT 5. ALL WATER 6LOSET,S. TO HAVE 30", •GLEARANGE :112.::1•74.1c ' ; 9 FRONT. ." _ .,.•. . 10. ESP-.ESS IN VERY„ SLEE.PINS ROOM SIIALL NAV A MI NIMUkirNT :CLEAR .OPENIN6. 57 eq 1 THE MIN. NET..GLEAft 'F'ENINS 1 CA OPENINO WPTI DIMENSION Or :20.". BOTTOM M Off OPENIINP.::.. ThAN 44 AN FLOOR. 11. FlfEPLACE 0O2 E GOMPLIANCE PER 2-006 IR-6._ANP LOC-AL f)tilLr.51N6 DEPT._ •: •. 12-- HEARTH EXTENSIONS -: SWLL XThNP AT LAS1 1 LEAST PEY(2NP., EAG[ 1i IR FLA c2FNINS WhR Th FPLA6. OPNINS 15 S FT. OR LARSER, -. THE- HEARTH EXTENSION...:_i FRONT- Qr, . AT. 12" - PEYONP,..: . -EA011 ,- SIPE;OF Th MRFLAC 2FNINS MASONRY MUST NOf SUPPORT:EP -:ON:. • 13. APPI_IGATION. INSTALLATION! Off INSULATIONI ANP VAPOR: F SHALL. 6OMPLY WITI THE 2006 STATE',OF V\/A611INOTON NSY 62 • • - 14. SLAZINS IN GOMPLIANGE' MTh W06. IRG_ &-.LO6AL- f;i:Pa. - - - • • ' • . - •••• . .,,. • -:.; „ , , „.. „,„ ..„ . . , 15. GLAZING IN Lo0A11GN TO - SU61 WITHIN 24". H.. ON EITHER SIE7E-OF.;- A:DOOR OFENINS;1':e.LAZIN.-0LOSER.:THAN..15"...:T ffLOOR:, j 17C20, AND 1 EN6LOSURES,,..SHALL EITIIER SHATTER RESISTANT FLAST10:,- OR. WIRE REINFORGED.'LASS. • • . ..„..,. • : 16. SLIMS eL.A55 TO PE SAFE11.:'..OLAZIN 17- 51 ENC/LOSURES -SMALL PE APPROVED..-WIRE•„.REINff0, TEMPEREP •OR LAMINATED ,• . • SAFETY GLASS OR SHATTER RESISTANT PLASTIG. SLAZINS WITHIN 15" OF FLOOR OR LESS TO,PE SAFETY OLASS. is ALL EXTERIOR WALL SLAZINS SMALL PULE GLAZED 20. ALL EXTERIOR- VVOOD TO • PE TREATED 2.1. T1 OFFICE ASSLMES:.:NO RESPONSIPILITY:-AS- TO.-.THE Or THE SOIL, NOR DOGS Th15 2Tk ENPINFFRINIS.,PATA.:.SUPPLIED. :15Y. OTHERS. • \M E SOIL APPEARS-TO Off POOR 'qUALITY,- SUPPLIED PY CLIENT. CRANE DESIGN 1 TAKEN:..E.YERY.;•,•f_FFORTO THE A60URA6Y OF THE ,ATTAGH02 DRAVVINOS, HOVVEVER IT 16 '•T1 : THE ONTRAGTO R TO 011E6K ANP VERIFY ALL DIMENSIONS AND 60NDITIONS;•PRIOR.,70.6ONSTRU0TION, - • .- •1 _ . n_ THE ATTACHED PLANS: AR THE PROP-EfTY.. INC _. ANY REPRO2U0TION OF THESE PLANS WILL :VIOLATE GOPYRIeHT LAWS Th ft2JR ThES P1AWINS MUST PAY A FEE FOR THE USE OF THE MATERIAL THEREIN' OR if)'11.J156 .ACTION. 0RAN E DESIGN INC-. ENERGY NOTES PER W06 WASHINGTON STATE'ENER.Y PROVIDE A MINIMUM AWED INSULATION IFVEL 'OF: R-35 g 6EILINSS R-21 @ ALL WALLS EXPOSED TO UNHEATED SPACES R-30 LOORS OVER UNHEATED SPA6E5 - • R-10 g SLAP PEfIMETER, INSTAL 1 FP HORIZONTALLY ARE WITHIN 12" OF ORADE. AI t OPENINGS ANP JOINTS IN EXTERIOR WALLS • SHALL PE TO LIMIT AIR LEAKASE_ " v, A?O FLAT , . :,, • . •••• . • •••• - AN APPROVED VAPOR .PARRIER SHALL PE PROPERLY INSTALLED IN ROOff, IN E\I0LOSEP RAFTER SPAGES, ,FORMED .WHERE GELINes ARE APPLIED DIRECTLY TO THE UN2ERSII7E ROO' - RAFTERS, ALSO IN EXTERIOR WALLS : • INSTALLEP .6 MIL PLAGK visquffffN SROUNP GOVER., LAPPED 1-0" , AT._ JOINTS ANP EXTENDED UP Y O FOUNDATION WA 1 nqUIREP AT ALL CRAWL - • - FIREPLAGES SHALL 'PE PROVIDED' WITH: • A. TIOI FITTING FLUE DAMPERS_ 15; REAPILy, AoGESS1f)L.E MANUAL OR ; AUTO CONTROLS. • SHOWERS SHAT I • HAVE A FLOW 6ONTROL-PEVI0E TO LIMIT FLOW TO:A: MAX_; 5 sPm. PER SHOWER 2-4" UNDER SLAP, SEALED, GAWKED WHEN GONGRETE FLOORS • OR WEATHER. STRIPPED WATER HEATERS 'ARE REqUIREP TO PE LAPELEP AS 0OMPLYINe W/.-..NAEGA -.1557 El. WATER HEATERS LO6ATED IN 'UNHEATED SFAGES SUGh AS 'OARASES TO PE INSTA 1 f2 ON AN - _.INGOMFRESSIPI F INSWATION g MIN. OF 1" AO'/ FLOOR SAS O. ELE0.- (R MIN) • ., • . . . . , .„ • • - %,=•. - - , • - • • . . . • " " " , ' - • „ - 4.• . ' • • •-• • :_-• 7 Pim,?.nsions Shall s'e Ghpcked AndVerAfte.d.PiTjor . . . . • • ., • . • ••• • r,••,.: • •, .• To •Reorcier PESI NO LOAI7 PER ARA) • ......• • • • •• • ..„,, . . , • „ . ' • ....6" • • . • ' • • rout\ipATioN6 A. ASSUMED •MAX':SOIL.,PEARIN10..,,C 1:75ffr UNPlSThRt7 WT (12-4(. FOR CITY O 1.<\NT). FouR 'FOUNIDATI01■16 oNL._.,y UN2ISTURPED: (VERIr0 . G. Ut\IPER FLOOR , SLABS -00MPA6T TO S MMO. . -7-- , - -- A. FOUNDATIONS ANP FLOOR SLIkP GONI6R.ETE 'SHALL' ( PSI). MAXIMUM 'WATS TO GEMENT R.ATI0, 5=1/2' SA6K5 Off-'0E1V1ENT PER C-Iii51C- C2F 0ONGRETE AND ..• . . 6j- 'OA 1 ONS WATER PR _S4 1_13... SAC4 ASSUMED GOMPRESSIVE _ . . - - STRENOTH -AT 2-5 DAYS- WITI ,AIR • ENTi?‘AINIVIENT IN AOGORDAN0E: VVITH :TAPLE 40V2. f6 - - • - . • _ - ; - 15- MINIM 6OVERASE , - 3" r)OTTOM, SIDES, - WALLS. ' FOR - SOIL, SFF GODE I • - • " . 6 EUIVALENT - PRESSURE - , MIN, 35# PER. G1 roaf . . L REINFORGINI&• •-• A.. ALL REINFOR01NS STFFI - -SHALL •PE DEFORMED ASTM A65.-VVIT[1 PTAILINS APRIG.ATION ANP Pl.,_AGEIYIENT. PER IC -• AND A61-315 -1 SPLIOES LO0ATE2 AND APPRO.VED:'SlIALL'-:PE 'A INGNES (30(70 PSI), OR SO AR PIAMTR 1 7 ' '"• ALL .fEINFC?1R0IN'e 1 - Tial TIED ' 0ONSTRUGTION. • P. \NM:I_DED"WIRE SMALL PE ASTMA155 r • - •••• 's•-• -• • .„. _ • • A PER 2-00&,FC - ' 1 6FF • PLANS ff OR. ALL- 614ES - ANP - SPEO'IES. • F PLANS FOR. PLYVVOC)f) STRUCTURAL STFFI 617.77_011ATIO\ 6: a n s Xaoo04-5-5,4a1 • , • - , . . • • • • • • , •••• • . , • . . . . -. '. • ' , • . . ... . . . . • • • , . • . • . . • .„ , • • ' - • • • • _ . . . • , „ .• • • STRUCTURAL STFFL. SHALL PE-ASTM A36, NEW, GLEAN ANP FREE OF RUST. PE ASTM aS, SADE P OR ASOL, A STEEL. (AL66.) 7.. STRUCTURAL FRAMINS 5. • STUD • WALLS MIN. NAILING OF 5--16d CO 45" MIN. LAPS @ EA611 SIDE- OF L.OINT W/I6d g .12" 0.G. PETWEEN. PLATES FOR EXT. & um LONS WA I (2. & 3 _STORY POO). 5. ROOFING A. APPLY ROOff INS IN A6C-ORDANGE WITH 1006 IRC B. PROVIDE ATTIC- VENTILATION AS INDICATED ON R061 RAM INS PLAN OR GOVER. SHEET. ff LOOR DIAPHRAC • MINIMUM [DM' THICKNESS APA RATED TONGUE &. GROOVE SHEATHING WITH 10 d NAILS g 62_. • AT SUPPORTED 61 PANEL EDGES AND 10" 0.C-. AT INTERMEDIATE ffR.AM INS MEMBERS (SEE AR61 FLANS ANP 1 2R GENERAL NOTES OR • 6ONGFETE • ANP STFFL SEff6FIGATIONS: I GONOET SFE6S AT 2-5 DAYS. • 5ee USE .ASTM, A015 OR LLKu GRADE 40 REPAR. LAF'PEP - 30" 'MIN. AT SPLICES, CORNERS & INTERSE0TIONS. FOR MANUFACTURED ROOF OR FLOOR TRUSSffS; IN6LIP INS • GIRDER TRUSSES, 1- THE TRUSS - MANLATURER SHALL PROVIDE ALL PESION AND ENSINEERINS. WITH WASHINGTON STATE P.E..STAMP ON .PESIONS. DURINS EREGTION 61 TRUssE6, THE PUILDER SHALL TARE GAR f O , APEqUATELY TRUSSES & ALSO NUL TO OVERLOAD _THEM WTh x6Es. LilLPINS MATERIALS. . „•,.= • PIPE 001_ SHALL K FRAMINS • TO PE IN -6OIVIPLIAN6E WITH 2006 IRG P. 'PROVIDE NAILINS'IN ACCORDANCE WITH W06.11 NOTE: STRJ0 ENO. SPECS TAKE PRE6EPENGE OVER MIN. NAILINS 661 AND OTHER . _ SENEfAL'Sf'E6S. c. PROVIDE. sa_it9 f7LO6KINS AT L-OIST SUPPORTS ANP PEAfINS' .PARTITIONS_ P. PROVIDE f)R.POINS 6R LOINS AT MIP 01 ALL SPANS OVER 10 ffFFT E. USE APPROVED JOIST 11ANSERS WHERE REqJIRED. • • ROOF TR.)66S - 5I7F TO PE VERIFIED, DETAILED A-ND FAPIR.ICATEP PY TRUSS MANUFAGTUREf.. iNTALLATioN AND f>RIPOINS 611/ 1 PE PER MANUFA0TURER'S SPECIFICATIONS AND INSTRUCTIONS_ : ALL TRUSSES DESIGNED MUST -PE PY LIC, WA STATE P.E. 6ARE MUST PE TAKEN DURING ERFGTION Y PLIILDER. TO NOT OVERLOAD TRUSSES WITH PULPING MAT. & TO ,APEqUATELY PRA0E TfUSSE6. - A. USE -2-x6 tiff#2. STUDS AT 16" O.G. (2-4" O.G. • MAX) PR 2-006- 1136. W 2-x4" 0ONSTRUCTION, SPAG-INS NOT YO EXCEED 16" O. \N/ THREE STORY STRUCTURE x6" STUDS MUST f2E USED @ LOWEST 6PAC-INS NOT TO EXOFFD 16 0.6. 120'1.351F TOP PLATES SHALL HAVE JOINTS STASSEREP NOT LESS THAN 4 FEET. -.77377 - -1,101 - 0-WATA • J._ • •:•• • •• • •••• -••• - • • ............... • • • • • • • • • f - op, m pt..wc..e LEVEL W/ • . ,,••• • ' . . - . • . ' • , . RECENFD • NOV 1 6 zoi7 PERMIT CENTL, • • • • • • • • • • • , ' • • •• • • • Z•1 .f i; :!DRAWN: . ; 0 `2;9L97.6.R)4 .- ESN iNff," _ • `„,,,,-;:``,!, ••••• , n ••: Ti " DATE REV .06 ' SHEET . . PLAN NU MBEP' ••••'47,41F-,,,, • - ". • •-" • r • . • T., - 4 • 7491; Joist to sill or girder, toenail •"X6" sub or less„ to each joist,' face nail 2"‘ - subfloor to -joist or girder blind and face nail Soleplatto loist: face nail _Double studs, face nail Double top plates, face nail Sole plate to joist or blocking, at braced wall panels Double top plates, minimum 24-inch offset of end joints, face nail in lapped area Blocking between joists or rafters to to plate, toe nail Rim joist to to plate, toe nail Top plates,' laps at corner and intersections, face nail Built up header, two pieces with 1/2" spacer Continued header, two pieces Ceiling joists to plate, to.eI nail „ Continuous header to stud, toe nail Ceiling joist, laps over • partitions, face nail Ceiling joists to parallel rafters, face nail Rafter to plate, toenail 1" brace to each stud and plate, face nail 1" x 6" sheathing to each bearing, face nail 1" x 8" sheathing to each bearing, fate nail Wider than 1" x 8" sheathing to each bearing, face nail Built-up corner studs Built-up girders and beams, 2-inch lumber layers 2" planks Roof rafters to ridge, valley or hip rafters: toe nail face nail Rafter ties to rafters, face nail Collar tie to rafter, face nail, or 1 1/4"x20 gage ridge strap • . ". NUMBER' . 8e 'TYPE OF FASTENER a,bc,d, „, 2.80....(z • - 3/47 27,1 6d(31/2"X0.1 357) 16d.-..- (3;1 /2"XO.,135') 1.6d.(3 ...1./27.X0135'),.. '.8d(2;1/27xo013 2-16d(3 -112 38") 10d 3-16d(3 1/2"x0.135") 8 : 1/2"M:1.135") .3 8d (2 2"xo..113") 8d 2 10d(3"xo.128") 16d (3 "1/2"xo.1.35") '16d (3 1/2 16" o.c. along each edge 16" o.c. along each edge 3- 8d ( 1 /2"x0-113") 4-8d (2 1/2"x0.113") 3-10d 3 3 10d (3"X0.128") 2-16d(3 1/2"xo.135") 2-8d(2 1/2"xo. 2 staples 1 3/4" 2-8d(2 • 1/2"xo. 2 staples 1 3/4'' 2- 8d(2 1/2"X0.113) 3 staples 1 3/4" 3-8d(2 1/2"X0.113") 4. staples 1 3/4" 1 OCI(3"X0.128") 10d(3"X0.128") 2-16d (3 • 1/2"X0.135") • 4-16d(3 1/2"xo.135") 3-16d(3 1/2"x0.135") 3-8d(2 1/2"xo.113") 3-10d (3 SPACING OF FASTENERS • • ••. 1 6" 0.C. • 24" o.c. 16" c. c. - 6" o.c. 24" o.c. Nail each layer as follows: 32" o.c. at to and bottom and staggered. Two nails at endS and at each, splice. At each bearing DESCRIPTION OF BUILDING MATERIALS 5/16"-1/2" 19/32"- 1 1/8"-1 1/4" 1/2" structural cellulosic fiberboard sheathing 1 1/2" galvanized roofin nail 8d common(2 1/2"X0.131") nail; staple 16ga., 1 1/2" long 25/32" structural cellulosic fiberboard sheathing 1/2" gypsum sheathing 5/8" gypsum sheathing Wood structural panels, co 3 6d deformed(2"X0.120")nail or 8d common(2 1/2!*X0.131") DESCRIPTION OF FASTENER b,c,d,a 6d common(2 x0.113") nail(subfloor, wall) 8d common(2 1/2 x0.1,31 ) nail (roof)f 8d common nail(2 1/2"x0.131") 10d common(3"X0.148") nail or 8d(2 1/2"X0.131")deformed nail 1 3/4" g alvanized roofing nail 8d(2 1/2"xo.13.1 nail; staple 16ga., 1 3/4" long 1 1/2" galvanized roofing nail 6d common(2"X0.131" )nail; staple galvanized, 1 1/2" long: 1 1/4" screws, Type W or S 8d common(2 1/2"X0.131")nail or 8d deformed(2 1/2"X0.120") Ocl., ail or 8c1 „deforrned(2-...1/2"X0.120")nail SPACING OF FASTENERS Edges (inches)' Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 6 6 6 Other wall sheathing' 3 3 4 1 3/4" galvanized roofing nail/ 8d common(2 1/2"X0.131") nail; staple , palvanized, 1 5/8" long: 1 5/8' screws, Type W or S mbination subfloor underlayment 4 to framing 6 6 6 Intermediate supports" (inches) 12 0 12 12 6 6 8 8 12 12 12 = - _ • _. • *CONTRACTOR NOTE: All Dirnensions Shall Be Checked And 'Verified Prior To Construction. a. • Shear wall bottom plate nailing and treated Steel or stainless steel nails. coated • -ID, All nails are smooth-comrhon, bax, or deforniedl.''s e , vv 'ere 'stated .Noirs,uSed- .ztric for, framing and -Sheathirig (20d common nail), - 90 ksi (620 MPa) for. shank diameters ,larger than 0.142 inch but - hot 'larger than 0.177 inch, and 100 ksi oonne shall have minimum average bending yeild strength i 'ShOwn: 80 -ksi (551 MPa) for 'shank diameter of 192 h (689 P. for shank diameters of 0.142 inCh. or less. - . . . . c Staples are 16 gage wire and "have a minimum 7/16 inch on diameter crown width. Nails . shall be spaced at not more than 6 inches on center at all Supports where spans are 48 inches or greater. e. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall.' be applied vertically. r J. Spacing of fasteners not included in this table- shall be based on Table R602.3(2). " g. For regions haying basic wind speed-- of 110 mph or greater, 8d deformed nails- shall be used for ,attaching plywood and , wood "structural 'panel roof sheathing to framing within Minimum 48-inch distance from -gable end walls, if mean roof height is _ more than 25- feet,' up- to 35 feet .rriaximum. . • , - - - h.-For regions .having basic wind ,speed of 100 .rnph"'ar_less,' for attaching ,wood structural panel - roof sheathing to gable end.. wall frarning, shall be spaced 6 inches on center basic wind speed, is greater than 100 mph, nails for attaching _ panel roof sheathing-- to intermediate Supports shall be spaced '6 inches tenter for "minimum 48-inch distance from ridges, eaves and gable end walls/ and 4 inches on 1center to gable e framing. _ Gypsum sheathing shall conform to ASTM 'C 79 and Shall be 'installed in accordance with GA' 253. Fiberboard sheathing shall conform to - ASTM- C- 208 " • - - - - _ ' - - J. Spacing , of fasteners," on floor sheathing panel edges applies to panel edges supported by framing members and 'required blocking , , at all floor perimeters only , Spacing of fasteners on roof 'sheathing panel edges applies to panel edges supported by framing members , and required blocking. Blocking of roof or floor sheathing panel; edges ,perpendicular to the framing members need not be provided - except as required by ,other .provisions ' of this code, Floor. perimeter shall be supported by framing members or solid blocking. , • n , • - • 1 - r' • .2.. • ,,,. ViC - SOLID FUEL BURNING APPLIANCES -- - Solid fuel ,appliances include airtight stoves, fire places stoves, room heater stoves, factory=buift fireplaces, and fireplace inserts. - Unless otherwise adopted by King County, all solid, fuel burning appliances - shall comply with 2006 IRC HEATING Each dwelling unit shall be provided with heating facilities capable o f. maintaining 70`F at a point 3' above the floor in all habitable roams A. Fuel burning equipment located within the building envelope (constructed under the W.S.E.C.) shall obtain - combustion . air from outdoors. - NOTE: BUILDING ENVELOPE. The elements of .a building which . enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Fuel burning equipment located the building envelope shall meet 'the proVisions - of 2006 IRC C. - Ductwork, location arid source of combustion air, refer To 2006 IRC = All warrn-air furnace shall be listed and labeled by an approved agency and installed to listed specifications. . - Appliances intended for -installation in -closets, alcoves or confined spaces -shall be so - DUCTWORK: A. Duct systems shall be of metal or factory-made air ducts complying with 2006 IRC B. Joints and seams shall be substantially airtight, (rectangular ducts) (flat„ Oval, and round ducts). • InStallation. of ducts shall comply with 2066 1RC'' Duct - insulation shall installed in accordance w ith 2006 VVSEC: ",-. - To. Reorder Plans No. warrn _furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed Space with access only through such " room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces". - No warm-air furnace shall be installed in a closet or alcove 'less ;thdfi 12" wider than the .furnace or fur with a minimum clear ,working . space less than 3 along ,the sides, bacl< ancl top of the furnace. - - _ . Liquefied petroleum, gas-burning 'appliances shall not be installed, in a pit, basement, or Similar location where heavier-than-air as might collect. - Appliances so fueled shall not be installed in an above-grade under floor space Or - basement unless such location is provided with an approved means- for removal of unburned 'gas... (Approval must be granted by' the Building Official. Heating and cooling euipr located in a garage and which generates a glow, 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 level. Fire dampers need not be installed "in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 occupancy) from a gdrage (Group U, Division 1 occupancy)provicled such ducts within the _garage are con- structed of steel having a -thickness not less than 0.019 inch (No, 26 Galvanized sheet gauge) and have no openings into the garage. Warm-air furnace installations in attics or crawl spaces shall comply with 2006 IRC Every. appliance (dryer, range,- etc.) designed to be vented shall be connected to a venting system. Every factory built chimney, Type L vent, Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacture's inst ructions Vent connections 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.. I_ PILOTS, 15URNER; HEATINS ELEMENTS SWITCHES Off THE hiRNACE, AND 1A/.11_ SHOUP F)E A MINIMUM - Off 18' Af3OVE - THE SARAeff.N.DOR. THESE SHOULD ALSO ft PROI AGAINST ANY VEHICULAR COLLISION. EXIT 170015 SHALL r7E OPERAPLE FROM THE INSIDE WITH A NISHT LATCH; DEAPPCLT, OR SECURITY GMAIN MOUNTED AT A HEisor off 45" MAXIMUM Ar,OVE FINISHED ffLOOR. • - "3., ALL W0017 IN CONTACT WITH CONCRETE OR MASONRY 61 ) F'IRESSUFE TREATTP WOOD AND f71 'F3Y AN APPROVED ASENCY. LIVINS _ROOM GEILINS IS 2.4" sAPOVE MAI I WAY WI LEAPS TO SI ffFPINS ROOMS, .A SMOKE. - DETECTOf. WILL f;E INSTALLED AT "THE HISIIEST POINT_ RECESSED 1_101 SHOULD I RATED AND ENCLOSURE LINED WITI A 1 /2." 0.)N.f) TAPE ANP INlh G. ALL DUCTS, PLENUMS, AND EN(,1„..0- SUP>ES II OR ALONS U1+- - HEATED SPACES, .(IN6LUPINS THOSE FROM GARAGE INSTALLATIONS), SHOLLP 15E THERMALLY INSULATED EXCEPT THOSE INSTALLED 15ETWFFN WALLS OR IN A SPACE NOT EXPOSED To OtIFSIPE AIR. - , ch- = -c4> rA615 DUCT 8. MASONRY ffIREPLA6ES SHOWD .'15E PROVIDED WITH A TIIITLY FITTINS FLUE DAMPER / A READILY A66-ESSILE MANUAL •-• CONTROL. AN CUT SOLF6E Off 60tvifiUSTION AIR shouLD ‘PR.OVIDE_P WITH A PU6T C2 4 11■cHES MINIMUM AREA AND' REAP ILY ORAL E p6\4PER.. ‘.9. WATER • I LOCATED IN ThE • SARASE. Of UNHEATED 1=1._00R ARE TO INSTALLED ON INCON/IPRE- es[pLE INSULATION: 10. . HOT AND 6OLP WATER. HEATER PIPES IN THE SARASE SHOULD E INSWATED WITH MINIMUM R-3 II\ISUL. WITh A FLAME eFFEAP 2_5 OR L. II. THE SHOWER SURROUNDS ARE TO if;E -SMOOTH, HARP AND NON- Aff)SORff)ENT SURFACE NOT I FgS THAN 72." Ar7OVE THE FLOOR. 12-. GYPSUM WALL oARP AK INS USED FOR TUf? Cr SHOWER ENCLO- SURES shall) lf7E Off A WATER RESISTANT MATERIAL_ DO NOT INSTALL OVER VAPOR f ON WALLS OR ON THE cELINe. p. AIR DU6T6 PASSINS ThROJI GARAGE WALLS, FLOOR OR 6EILINS ARE TO NO. 2-(.0 GALVANIZED STEEL WITH 1\0 OPENINSS INTO THE SARASE LANDINGS OUTSIDE TO NO MORE THAN I 1/2-" f2ELOW THE THRESHOLD. 15_ GUARDRAIL COMPONENTS 6 SPAGEP THAT AT ANY SIVFN POINT A 4" PIA_ SPHERE MAY NOT PASS THROUSH UP TO THE HEIC-, C I STAIR HANDRAILS AND HAND SRIPS ARE TO HAVE I 1 /4" TO 2." 6ROS6 SECTONALS AND RETURN TO NALL .(60NTINUOUS) 17- PROVIDE I/2." SWr) ON WALLS & UNDER STAIR SURFA6E. 18. WATER HEATER SMALL SEISMICALLY 61 AT A POINT WITHIN THE UPPER !ARP AND LOWER 'ARP OF ITS VERTICAL DIMENSION. THE LOWER STRAP SiALL r)E NOT LESS THAN 4 11\61 THE - 6ONTROL5. I9. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EA611 WINDOW IN EA611 F ROOM. 2_0. WATER HEATER PRESSURE 7 <:_r -- fLitf' WINE TO DRAIN 'Y GRAVITY TO EXTERIOR_ 21_ ALL SAFETY GLAZING 1-1ALL PERMANENTLY LAIELED PISNATh TYPE AND II O OLA AND TIME SAFETY SLAZINS STANDARD WITH WHI61 IT COMPLIES. ROOF: I. ATTIC- VENTILATION AS PER 2_006 IRC-, SEE VENTILATION 6AL6LLATIONS PROVIDED. 2-. VENT OFENINSS SHALL COVERED WITH CORROSION RESISTANT WIRE MESH WITH °PENNS'S Off I/4 6q. INC-11 - PIMENION. 3._ ROOF VALLE YS TO HAVE 23 cAUe SALVANIZED . - 4.. W 0 a ShNiSi StiAKF iNGTALLEP FR "2 S. ASFtl.ALT (C/ON' r NSTA 7 PR WOO" . 2-2.."00 A ACZE TO FROVIPEP FCR A(..;r1 4- 3FAR,=-TE Al 1 AREA MIMI NO LESS THAN 30" FOiR HEADROCIV. ATT IC- AC-G-ESS PR. TO HAVE R INSULATION MINIMUM, AI\ WEAThiffR STR.IFEE LIARPWARE TO PROV !PE 1 61_0SURE. 7_ TRUSSES TO DESIGNED A\IP STAMPED Y A WASHINOTON STATE STRU6TURA__ ENSI \LER (-Al 6LLATIONS AFT TO 1te MITTED FOR (-OPE 6OMPLIAN6E PRIOR TO 1=ARI6ATION OR 7FR- MIT 16SUAN6E. .AFPROVEJ7 HANSERS TO ueEP AT ALL GONNE6TIONS RAFTERS, UA6'r<. OR 111F TRUSSr___s TO THE MAIN GIRDER TRUSS MANUFACTURER TO PRO- VIDE TYPE. 9. NONF AR INS !NA 577,01_,,L) HELD DOWN FRO\/1 Th.F 6E T OT !..HOR7 Th N AP- OVE17 -. 1A6:7 - F1' , .1FR TO POTTOM 6r10R2 Y7LL NOT ON NON]f)F,A "/"/ALL ROO TO •?,-,E 5167 NFT A DPL USE SiKAPE)ON; H!'" , • NEERNS • Li ANC) 'f/ SJS . \,./IAN„LjF ^ • / . •• ' • • • • _ TE-ark.a.-11t202:2L1„,7:n, • TO RECO/ D NOV 1 6 2007 PERMIT CENTER . , . . , . . • • .,.. . . I , • n I ^ w 1 ••• '