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Permit D08-307 - DUNAWAY RESIDENCE - LOT 3 - NEW HOUSE
DUNAWAY RESIDENCE LOT 3 5621 S 141 ST D08 -307 Parcel No.: 3365900347 Address: 5621 S 141 ST TUKW Suite No: City okukwila Tenant: Name: DUNAWAY RESIDENCE LOT 3 Address: 5621 S 141 ST , TUKVVILA WA Owner: Name: AVTAR SINGH Address: 14200 6 AV S , BURIEN WA 98168 Phone: 206 - 307 -9320 Contact Person: Name: AVTAR SINGH Address: 14200 6 AV S , BURIEN WA 98168 Phone: 206 -307 -9320 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Contractor: Name: SANDS CONSTRUCTION Address: 21356 SE 271 PL , MAPLE VALLEY WA 98038 Phone: Contractor License No: SANDSC *933M0 doc: IBC -7/07 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -307 Issue Date: 07/22/2011 Permit Expires On: 01/18/2012 Expiration Date: 07/20/2013 DESCRIPTION OF WORK: CONSTRUCTION OF 2960 SF SFR WITH 525 SF ATTACHED GARAGE, 168 SF FRONT DECK, AND 140 SF COVERED BACK PORCH PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER, SANITARY SIDE SEWER, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. PAVEMENT MITIGATION FEES APPLY IF STREET IS CUT. Value of Construction: $311,916.43 Fees Collected: $15,429.28 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 D08 -307 Printed: 07 -22 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y City ogI'ukwila 10 Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 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 100 c.y. Fill 10 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 Permit Center Authorized Signature: The granting of construction Signature: Print Name: doc: IBC -7/07 A I TAGS S 1*1C I-I ,t( Permit Number: D08 -307 Issue Date: 07/22/2011 Permit Expires On: 01/18/2012 Date: / ` I 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. of presume to give authority to violate or cancel the provisions of any other state or local laws regulating f work. I am authorized to sign and obtain this development per;nit. Date: 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. 008 - 307 Printed: 07 -22 -2011 City okukwila Parcel No.: 3365900347 Address: 5621 S 141 ST TUKW Suite No: Tenant: DUNAWAY RESIDENCE LOT 3 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter B oulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov PERMIT CONDITIONS Permit Number: D08 - 307 Status: ISSUED Applied Date: 06/02/2008 Issue Date: 07/22/2011 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDMONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc Cond -10/06 D08 -307 Printed: 07 -22 -2011 16: Adequate ground ladder access to rescilindows shall be provided. Landscape a flatillieep by 4' wide area below each required rescue window. 17: 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) 18: 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) 19: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 23: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 24: 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. 25: 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. 26: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 27: Any material spilled onto any street shall be cleaned up immediately. 28: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 29: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 30: 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. 31: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 32: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 33: 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. 34: Owner / Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 35: Owner /Applicant shall contact the local postmaster regarding location of mail box(es) installation. Location of mail box(es) installation shall be coordinated with Public Works Project Inspector. 36: PAVEMENT MITIGATION FEE APPLIES TO THIS PERMIT AND IS BASED ON ' x ' = sq. ft. @ $ PER sq. ft. _ $ _ $ . AS PART OF PUBLIC WORKS FINAL, PUBLIC WORKS PROJECT INSPECTOR WILL MEASURE PAVEMENT CUT, FOR FINAL PAVEMENT MITIGATION FEE CALCULATION. 37: Any retaining walls constructed on -site shall be 4 feet or less in height. Retaining walls over 4 feet in height or less than 4 feet with surcharge, shall required a separate Building Permit from the City of Tukwla, Building Division. doc: Cond-10/06 D08 -307 Printed: 07-22-2011 Signature: Print Name: doe: Cond -10106 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. v 7A« /v4 Al- Date: D08 -307 Printed: 07 -22 -2011 doc Cond -10106 * *continued on next page ** D08 -307 Printed: 07 -22 -2011 Site Address: Name: k G1) C S 00 Mailing Address: 7.-1 ` tk E -Mail Address: Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWIL ' Community Development Dpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Q: \Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Perm,. N Mechanical Permit No. Plumbing /Gas Permit Na Public Works Permit No. Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 47 Tenant Name: -ers b \ O V. S Property Owners Name: '� &vA. e > (") R} z ` y Pry Mailing Address: ((z t-[ r GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) e t csOk Zi /ta.- 50 C A.4 Contact Person: E -Mail Address: Contractor Registration Number: tbl✓�C El q 130 I 401.4.P s ARCHITECT OF RECORD plans'ttust be wet stamped by Architect of E l);t c ie `= , ( b eStfeA ENGINEER OF RECORD - All. plans must be Wet s ped b Engineer of Recori Company Name: ; N,4 „., ce Z L Li(c7 1 V e( Mailing Address: tZ. y -# SY K t r kL Ar N r) King Co Assessor's Tax No.: !? )..- 4./4" - `1 0 ._ 1” Suite Number: tof Floor: Z 1 LA. lcw (AA ,4 City Day Telephone:, & ^ ? -{ 1 - 0 6 c3 Q" t . es aLles WA- City State Zip Fax Number: Za - 4"V( - z, C Z 1 City State Zip Day Telephone: 2-06 - a Z- 0 6 . 3 Fax Number: get -' 2 ? — Expiration Date: 3 - Z 4 ' ( City Day Telephone: 2p e5 - (a (r c i Fax Number: City Fax Number: (For New Tenant: .... Yes Lt-'A ce use only) State State Zip Zip X0 State Zip Day Telephone: `(Z -'-t (,GL - ` 3 ..No Page 1 of 6 BUILDING PERMIT INFORM ION— 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1,00 -gam , l' Existing Building Valuation: $ Scope of Work (please provide detailed information): `)/ r Will there be new rack storage? ❑.... Yes Provide All Building Areas in Square Footage Below 15` Floor 2 " Floor 3ra or Floors th Basement Accessory Structure *' Attached t Detached Garage Attache Ct P ot De :ached Carpci Covered Deck Uncovered Deck for Remodel Addition to Existing Structure - 3 5 7 J3l.S J 2 CS- 190 TYPe of Constru'ctiorr per IBC Type of Occupancy per IBC 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: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q:'Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh VE. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: No If "yes ", explain: 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. Page 2 of 6 ( PuB11c WORKS PERMIT I iRMATION — 206 -433 -0179 Scope of Work (please provide detailed information): W ter District ..Tukwila 0... Water District #125 ❑...Water Availability Provided Se r District ...Tukwila ❑ ...Sewer Use Certificate ❑... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -wa Use - No Disturbance V ...Construction/Excavation/Fill - Right -of -way V Non Right -of -way V .Total Cut 10 Total Fill / 0 Vi...Sanitary Side Sewer ❑ ...Cap or Remove Utilities i ...Frontage Improvements ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water .Permanent Water Meter Size... /N ❑ ...Temporar Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public cubic yards cubic yards ❑ . Abandon Septic Tank Curb Cut Pavement Cut ❑ .. Looped Fire Line Q:\Applications\Forms - Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 WO # WO # Private Private ❑ .. Highline 562,— Lafr Please refer to Public Works Bulletin #1 for fees and estimate sheet. Septic System: p On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. St o mitted with Application (mark boxes which apply): _ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ve. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑...Deduct Water Meter Size ❑ ... Traffic Impact Analysis V.. Hold Harmless — (SAO) 0... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor p .. Channelization gr./. Trench Excavation gr. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ... Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City Day Telephone: City State State Zip Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: " Qty Boiler /Compressor: Qty Furnace <100K BTU i / Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000•1W Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,00dBTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat ` 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System - Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct , Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Cdtnm /Ind 7 MECHANICAL PERMIT INF - 206.431 -3670 MECHANICAL CONTRACTO R INFORMATION ff tort nn -Pu'Tt f� C v z- � • ` t 1 C 5 ,7 Z `t , 'Ai . City ) State Zip Contact Person: J Cac` -61 , 0 ,A1.. Day Telephone: ZS3 -^ S'yb -- &( o '- 4 E -Mail Address: Fax Number: 2,5 3 - 'Lib - 10 Contractor Registration Number: V p ; ') 1 O' to FG Expiration Date: Company Name: Mailing Address: Valuation of Mechanical work (contractor's bid price): $ 6 Scope of Work (please provide detailed information): Use: Residential: New . Replacement ....ID Commercial: New .... fl Replacement .... Fuel Type: Electric D Gas .. Indicate type of mechanical work being installed and the quantity below: Q:Wpplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Aevised: 9 -2006 bh Other: Page 4 of Fixture Type: Qty Fixtu'r`,e Type: Qty Fixture -Type: - 'LL Qty • Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 'j Bidet Food -waste grinder, eel " Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks -t Dental unit, cuspidor Shower, single head trap t Urinals Dishwasher, domestic, with independent drain 1 Lavatory Water Closet ti 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 PIPIN RMITINFORMATION — 200 -43 • z n` • PLUMBING AND GAS PIPING CONTRACTOR INFORM_ ATION Company Name: tJ - (1.f}'TRON Mailing Address: 3 i 6 5 r Contact Person: E -Mail Address: �p Contractor Registration Number: 1UP j2 P i V i n t o Valuation of Plumbing work (contractor's bid price): $ ) Oro. Valuation of Gas Piping work (contractor's bid price): $ 506 . c 9-- Scope of Work (please provide detailed information): /19e1.4) Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water Q:\Applications\Forms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh S" iz— - 1 J CL • Q- ?O 7 f City State Zip Day Telephone: 4'{ ZS '7 6 3 Fax Number: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Expiration Date: t - 1 t — OS' Page 5 of 6 PERMIT APPLICATION NOT — Applicable to all permits in this a 'cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ORIZED AGENT: Signature: / Date: 6 Print Name: , L� /✓ Z) €,,�1� Mailing Address: Z 7 -1 r 1 Z t— /L — S Date Application Accepted: a 41> Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh !S t)11v City Day Telephone: G —V v7— ac (Ai State Zip Date Application Expires: 12-14 Staff Initials: Page 6 of 6 1 SITE LOCATION Site Address: Tenant Name: /� Property Owners Name: WV 74 ft S/ fu 4 H Mailing Address: PO b D A PERSON — who do we contact when your permit is ready to be issued Name: Mailing Address: E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) �Su Cron S /nick, ,e} v o //e L { Company Name: Mailing Address: � CITY OF TUK Community DevelWent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 ** City State Zip i Contact Person: fl ii Day Telephone: p2 46— 920 Pr93 E -Mail Address: Fax Number: Contractor Registration ation Number: Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record 1 Company Name: Mailing Address: City 'Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\ Applications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh Building Pei. No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ❑..No S n u 1 I► .EL!, /en/ City City 97/8 Day Telephone: State (,J State Zip City Day Telephone: Fax Number: State State Zip Zip Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid pri $ Existing ding Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ....Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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: ❑ ..No If yes, a separate permit and plan submittal will be required. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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. H:1Applicatione\Forms •Applications On Line12010 Application &7 -2010 - Permit Applicationdoc Revised: May 2011 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC P Floor 2n Floor 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid pri $ Existing ding Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ....Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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: ❑ ..No If yes, a separate permit and plan submittal will be required. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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. H:1Applicatione\Forms •Applications On Line12010 Application &7 -2010 - Permit Applicationdoc Revised: May 2011 bh Page 2 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 —1,000 $37.00 1,001 — 10,000 $49.25 10,001— 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME f tERS°pi Hopri t5 (LOS) PERMIT # 1)0 i/ 30 7 (0 544 S. /44 44 9r) 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 Z 0 Water /Sewer /Surface Water 750 1 Seo//, ZS* Road/Parking/Access 1 2So A. Total Improvements t OOo 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 /00 cubic yards Enter total fill volume /0 Use the Qreater of the excavation and fill volumes. cubic yards 125 r $ /2S Use the following table to estimate the grading plan review and permit fee. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2008 1 $250 (1) O $ 23 — (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 39S 15 2■ - 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. (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 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 Approved 09.25.02 Last Revised Jan. 2008 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ HZ 5 7. Pavement Mitigation Fee (10 114 VIl $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 2 (6) (7) as $ 3? (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 0 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* loan D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. F. G. Approved 09.25.02 Last Revised Jan. 2008 Duwamish Transportation Mitigation Other Fees Total A through E $ $ $ $ $ $ 1297 ..----> $ 5,1014 AmtANcc Total A through G CASs t kt,4fig (gCFC DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ .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. Temporary Meter 0.75" 2.5" $300 $ 3 $ 460 (9) (7Mf tc C°NC CY S ' C04.OS $ 4171 (10) Parcel No.: 3365900347 Address: 5621 S 141 ST TUKW Suite No: Applicant: DUNAWAY RESIDENCE LOT 3 Receipt No.: Initials: User ID: Payee: WEST COAST TRANSPORTATION LLC TRANSACTION LIST: Type Method R11 - 01988 Payment Check Authorization No. doc: Receipt -06 WER 1655 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.Tukwila WA .gov Descriptio Amount 5503 60.00 Account Code 000.345.830 RECEIPT Total: $60.00 • Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 09/12/2011 02:28 PM Balance: $0.00 Current Pmts 60.00 D08 -307 ISSUED 06/02/2008 07/22/2011 Printed: 09 -12 -2011 RECEIPT NO: R11 -01557 Initials: JEM Payee: AVTAR SINGH SET TRANSACTIONS: Set Member Amount D08 -307 13,236.62 EL08 -667 140.00 M08 -159 180.90 PG08 -167 388.00 TOTAL: 5,560.00 ACCOUNT ITEM LIST: Description BUILDING - RES CASCADE WATER ALLIANCE ELECTRICAL PERMIT - RES FIRE IMPACT FEES GAS - RES MECHANICAL - RES PARK IMPACT FEES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES t.TT mon nnKnrm• nTr Ci# of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT SET ID: 0223 SET NAME: DUNAWAY 000.322.100 640.237.500 000.322.101.00.0 90830402.5000.53 000.322.103.00.0 000.322.102.00.0 90330109.5000.53 000.345.830 000.322.103.00.0 000.342.400 000.345.830 000.342.400 640.237.114 104.367.120 Payment Date: 07/22/2011 User ID: 1165 Total Payment: 13,945.52 TRANSACTION LIST: Type Method Description Amount Payment Check 2941 5,560.00 Payment Check 1095 8,385.52 TOTAL: 13, 945.52 Account Code Current Pmts 2,796.40 6,005.00 140.00 922.00 92.00 180.90 1,426.00 10.00 296.00 37.00 23.50 125.00 4.50 1,297.22 A !11 . 1 . 1 n!1 '9 LA 11 !1 WATER INSTALLATION (DEP) WATER TURN -ON FEE Citsof 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 401.245.100 490.00 401.343.405 25.00 TOTAL: 13, 945.52 Deis: RECSETS -OR RECEIPT NO: R08 -01882 • 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 Initials: JEM Payment Date: 06/02/2008 User ID: 1165 Payee: PEDERSON'S CLASSIC HOME, INC SET ID: S000001040 SET NAME: PEDERSON HOMES SET TRANSACTIONS: Set Member Amount 2,192.66 M08 -159 45.23 PG08 -167 94.00 TOTAL: 2,331.89 TRANSACTION LIST: Type Method Description Payment Check 5031 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: 1 Total Payment: 2,331.89 Amount 2,331.89 2,331.89 Account Code Current Pmts 000/345.830 1,956.89 000/322.100 250.00 000/345.830 125.00 TOTAL: 2,331.89 31.23 06/02 9711 TOTAL 2331,89 Project: 01, r•-) Au.if)' < 1 Type of Inspection: I N.1, Address: S (-_.A. i S L I 1 -t. -r Date Called: . Special Instructions: Date Wanted:. i _ A. I _ 17 a.m. .m. a)...-.1„1 Requester: Phone No: QGC- 21 (- °C.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. El Corrections required prior to approval. DcA -367 COMMENTS: P Mp 1j) n REINSPECTION FE RE W D. Prior to next inspection. fee must be I spector: Date:q paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: . --{{�� I��� t_ . fol e tj . 1 l A A dress: • ° et QJt.Arks C GAlA6 ... r;t4 5i4 JV-40 PTe rS ' A.J. Special Instructions: t i n e/Ia(k -e m. Requester: o ti- Lim-f c .1 t r & -- r:AS - Pro'ect: ,2/•t i Jfrl q /? r,� Type of Inspection: F12. t A dress: Date Called: Special Instructions: Date Wanted: m. Requester: Phone No: ,2.(? Z6 /y -/40C) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 m (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. Corrections required prior to approval. 'Date: Ad8__ 3t 7 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. • • 3 • .1 .7 �:R • • COMMENTS: 2 ) i , LA Y J 744. ,O / ,,. h r c k pov f 7 o c. 2 Re nv-� c D v P r.r Tiro v-1 57144 ( V< ° 0 /0 4.-144 S - 3 8 ; �o4 H, 17-e.P /1 4 i c de -4 T w v/ ' N ; I- (,e ✓1e C� �1. f��- ' t� a, 14 ,ay -0e, 74) . S 4.4 4 -+�-�Y c u. I �o el i a+ • / u' /` s /'l le C 100eHC --v — TY,,Io,(1 • /,v G.J l� AC Date 7 :_ edk ./...../ �— ( I A 6 ' ; / i2 0 4o•41 , -40r - 0I f Amt- doer 14 07 'r' % N 71 / 6vp0P41/7 - '- C 1/ - b)Jol h ' fk- f7 , 0 /--9/;45' �/ Q / Ps- e cie n P.x t /,v�cY / //a L r 5" /. .,.4%+,0 / - / (9 AZ.. / -� r Cs 11 �`,�- Of hr/pLt ! 4 Pr ( -1 , 6- 1 p4 7 I &f Type of Ins n: t Hal , Address: 5 2 / C /' // ,- Date Called: Special Instructions: Date 7 :_ edk ./...../ �— a. m. p.m. Requester: Phone No: /2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION R ,2oi 3v7 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 11 Approved per applicable codes. Corrections required prior to approval. $60.00 REINS CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Roo t` /(',1 4 .4JC.L4J$?r Address: / S6 .z f .$ /V / sT Date Called: I .t/ /0!/ / ,P'.i y �`' // ! GI P 4 11;,a / /\/ f/ //9 r/.i I, 7 .- ./1- / Y�Iy/ / c,r - /.0, 7/a,.. Requester: �/riotih LP ./ < let / / 6, (1... ter 7 Project: .7 ,Z) 2 /i , / /w'9 RFS 3 Type of Inspection: Roo t` /(',1 4 .4JC.L4J$?r Address: / S6 .z f .$ /V / sT Date Called: Special Instructions: Date Wanted:. J/ /7 (a-m? p.m. Requester: / Phone No: �/ 0110 -20 - /i 0 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit ❑ REINSPECT" FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. WS -3 PERMIT NO. c orrections required prior to approval. Date: Project: KY_S. l/ Type of Inspection:; c em it T..As, OF k>i A ►AJAvi Address: ' .9 izt 1'41 Date ailed: C 1.- Speualinstructions: k Date Wanted: :. // m • Requester: Phone No: 1.40 244` i100 • INSPECTION RECORD Retain a copy with permit INS ECTION NO. PER IT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 W. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 F j Approved, per applicable codes. Corrections required prior to approval. COMMENTS: } D j AltfFC0 oil � 4 t1 41 I) / , ), ralU 0 d/ Il km >9� : A r >s p' J , ). 1 1A t' PA i en REINSPECTION FEE REQUiR D. prior to next inspection. fee must be paid at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection. 4,1 Project: 44 lb' MAI /4 Type of Ins (e1/.13 1\ f ''''' Address ! F Date Called: • Speci lnstruc ons: �t-+ 1 Date Wanted:. a.m. Requester: Phone No: -24 -1 q00 ,• a /�7 g .- 3 c 7 INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 [Approved per applicable codes. a Corrections required prior to approval. COMMENTS: • l T� 'Inspector: // Ar i (Date: Fez-7.-12 t REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit •°f COMMENTS: M r 4'f • A. royal Address: ,N.fcr — cA 'ems, tipper crP a( SoJ1 0f lAi occ. ‘-‘),g cl (? J 44J ,- X . e P.I`r .i&0 ! /Le - P.t.t8.0( -) t.,.......-'- Date Wanted: . Requester: Pho No. ect: ' _.t � � 6 ' ,, ' �J r� -aJ Type of Inspection: 2 11JA 11 Ho S /V S Address: Date Call r Special Instructions: 1 t.,.......-'- Date Wanted: . Requester: Pho No. i• • ti. i, D am -301 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION ' - 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V- (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 .Approved per applicable codes. a Corrections required prior to approval. 1 Date ' 'Inspect r: REINSPECTION FEE REQUIRED. Prio next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • � Project: Coi.iJ 4.' i r � Type o pection: A-AA, n 6 Address: Date Called: Special Instructions: • Date Wanted: -- 4 - 1 L p.m. Requester: P — one No: if . INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ix (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: . . r):\ r .) 1 ..t. Date Called: 6-4 ...- Special Instructions: Date Wanted // 1 / Ca.m p.m. Requester: ' Phone No: 0264 -...7 4 — \ •\.: j i 01 - u r 1 .3 ,5 ti .) ) "1 - 1 - 4 (. -) .1 k i ) v II ..1 1 I e f , ) ‚ f ,j () 7 c)'. .> -7 1 . \. .1 --' `.?; f o "•/: b A ./; l' i '• • A R : . ( 4) 1 .) ' .)-A. ,_- P.r,,,r 9.z• Project: •/-)//109a0 /1- Type of Inspection: 7/A4AO/L -r4ar4 e --- Address: S‘ / - -C /V/ S 7- Date Called: 6-4 ...- Special Instructions: Date Wanted // 1 / Ca.m p.m. Requester: Phone No: 0264 -...7 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUICWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1:21 Approved per applicable codes. lInspeolor: I D oe-3 D7 io scruirectofkoodkpjoyal. r ate: i 1 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. Proje VO/J Al Arky PLS. Type of Inspection: UL ) M( 5ke AL Address: ( .5021 sc. Date Called: Special Instructions: I - (`� i ( / I Date Wanted:. a.m. Requester: Phone No /: 2 — ^� 1-� Z l° I-4/ 2 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 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect‘r: Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: � U /! �p1�1 {� Type o Inspection: -,, . �C k -Ar''- h. et 6 Address: y-�_ 9 ,, t( r4 Date Called: Special Instructions: Date Wanted: ` _ 1 ii a.m. Requester: Phone No: ?.p - 2 - 147? 4sio INSPECTION NO. INSPECTION RECORD Retain a copy with permit 008 PERMIT NO. ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: Inspector: Date: 1 COMMENTS: Rp' 4'' Frll & 1 f Si Date Called: • ._4-,,A sL / / J J t (3 AILS Special Instructions: ; _� Date Wanted:. i/O — I2 --11 I �` aj) p.m. Requester: '. - 1 r i(', 4 - tW •' 1 ( /---A J fr . /'Z 4 S0 nosh 6 /Ift$rop (--- 1-. '‘✓ 7A5 e. -E-c i 1 Project: IJ N A J Rp' Type of Inspection: 0 u A ks. ( t o a r Frll & Address: . (PI- t t f Si Date Called: Special Instructions: ; _� Date Wanted:. i/O — I2 --11 I �` aj) p.m. Requester: Phone NIIo: q49- 0 qAl • • , i • 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 Permit Inspection Request Line (206) 431 -2451 P " Approved per applicable codes. orrections required prior to approval. 'Inspect° : } Date: / v — � _ _ ( REINSPECTION. FEE REQUIRED. Prior to next inspection. fee mustke paid at 6300•Southcenter Blvd.. Suite 100. Call to schedule reinspection. • Project: ` � 14 p 1 `� W Typgof I dspekt o 0 r J - ' C v _,- , Addres3 s(D 1-1 St Date Called: !4t <)t Special Instruns: Date Wanted: `` f _ -- 1 � ` a m.. P.m. Requester: Phone No: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ie- INSPECTION NO. Approved per applicable codes. Corrections required prior to approval.' COMMENTS: 1 Inspect INSPECTION RECORD Retain a copy with permit D <-3(Y) IDat4 ri REINSPECTION FEE REQUIRED' to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: �}���. Type Ins a ion: e C Address: .5 € 2_ 141 s�: Date Called: Special Instructions: ttr t !• � D r i b ---- p. m. Requester: J ( )S. (- ),lt(.i -- -er J IW c wo 1 Pro �}���. Type Ins a ion: e C Address: .5 € 2_ 141 s�: Date Called: Special Instructions: Date Wanted: ..— t1 Z — 1 / p. m. Requester: Phone No: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit Vyi< r361 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Ei Approved per applicable codes. a Corrections required prior to approval. REINSPECTION FEE REQUIREDr to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 Project: � j f �M y ke..-S Type Inspection: J n t+ t , ti ' . Address: t �r S 6 7! — s Date Called: Special Instructions: / Date Wanted: y Requester: Phone No: • Z INSPECTION RECORD �� ���� .� Retain a copy with permit •.� 4 INSPECTION NO. PERMIT NO. , • . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 la, (206) 431 -3670 , COMMENTS: pJJ Inspegor: c 1oatec .".(0 s CITY OF TUKWILA BUILDING DIVISION Permit Inspection Request Line (206) 431 -2451 proved per applicable codes. n'REINSPECTION FEE REQUIRED. Prior to next inspection. fee must paid at 6300 Southcenter'Blvd.. Suite 100. Call to schedule reinspecction. Corrections required prior to approval: • • • r! • ? :a • . • Project: 1 ��� n _ , TYPe of ns9t iQ A ress: C ` z r < �' < s Date Called: Special Instructions: / Date Wanted:. - � �- -� f p.m. Requester: ff stone No 9 / 6 C6- 244 -1100 INSPECTION RECORD Retain a copy with permit Doi- 3 07 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPEC Approved per applicable codes. Corrections required prior to approval. lt COMMENTS: 1 Inspe tor: `Date f 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: : ' `Drj e_wc arr(Oa ch tonsfrc,cc eo( 4o CU( SF4nJa.ro(S . 4(d• . FTA led . Address: 5Co7 -1 5 lHr s1 - c int/Jed - On --i-fe Cl!, can _ Citie e4 . - Ftielede-A Date Wanted:. g ( 3fI12 . - `/a. rt.L . G► As been I cvot cc&. p). Ffynp. (e - 1 rit./elAN ca4s-F,tuthe( C14? 54r9104rd.3 F cJeJ . Qo pottziprteert aids w&r€.. made_ Te fe s #ree4, -- fV a Ceei Project: OLMCWc 5 L d+ �► 3 Type of Inspection: ptv Fi r1a t Address: 5Co7 -1 5 lHr s1 Date Called: 8'13012- Special Instructions: Date Wanted:. g ( 3fI12 (i. Requester: &ack( Phone No: AOC,' 7-L0 19OO • CG ciiia Approved per applicable codes. Do$ - 3cn 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 Permit Inspection Request Line (206) 431 -2451 Corrections required prior to approval. (Inspector: % !Date: 313/11.7_ ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: wVA P Address: St l (1(t ST U f r t'»Re Marc a/J,A aii ,pla (-hem va d4- Se) 54-urt J a rat 5 • OIL 46 Se+- WA- 47-r tane.Fer. Requester: Phone No: Project: unrlid R.O5. £af Type of Inspection: wVA P Address: St l (1(t ST Date Called: � � I 1Z Special Instructions: Date Wanted: r Shorn- O. Requester: Phone No: Lip INSPECTION NO. INSPECTION RECORD Retain a copy with permit OM - 3 0 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. E Corrections required prior to approval. !Inspector: Date: r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e�- _ .,._ _ Project: ra� It t tt eP/CQ - 445 Type of Inspection: - -�� .S Address: 46 2 J 5 jV/ S t Date Called: 09/. Special instructions: r . ; Q t "{� °Cj� Date Wanted: l ©?Jao� /11 a.m. p.m. Requesters„ y S L Phone No ,Po6 ?lift-Mod .., INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 : (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Doi-5o PERMIT NO.. El Approved per applicable codes. ❑Corrections required prior to approval. COMMENTS: • // Inspector: (Date: 61/7 ' ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • f FRS' :. ' " • . t''j. -6�r v • do- . • • .. - • • - + R r .. aw.`..•ige project' Type of Inspection: . 5P re/C. Address: 5fe, X,I 1 If 54 Date Called: 1111-41( Special Instructions: Date Wanted: t ! I 1 a.m. p.m. Requester f Phone No: 24 -(t10 ta-- 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 Permit Inspection Request Line (206) 431 -2451 a Approved per applicable codes. El Corrections required prior to approval. COMMENTS: `Inspector: lot 5 Date too n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •.:t -•• -..g., T.s 711c+s - .ti• •^*,.. . _.• s .ar. . . ...s•• Project: nn_ DVm0 an KG'S LA- 3 Type of Inspection: • ic-, ‘-t", -NaL., Address: S (oZ Sa 4' Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: i, Pre -Fire: Permits: Occupancy Type: ,-' r INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 COMMENTS: v1 c L '/Ck • • ti 7 y ts+ Billing Address ,Approved per applicable codes. CITY OF TUKWILA FIRE DEPARTMENT INSPECTION RECORD Lain a copy with permit PERMIT NUMBERS 206- 575 -4407 Corrections required prior to approval. Inspector: Date: �$3 \ \\ 17 ., Hrs.. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Attn: Address: City: Company Name: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F:P. 113. • Option Glazindq Area : % of Floor Glazin U- Factor Door U- Factor 2 ceiling Vaulted Ceiling a Wa1112 Above Grade Wall. int Below Grade Wall• ext Below Grade Floor 5 Slabs on Grade Vertical Overhead11 I. 10% 0.32 0.58 0.20 R -38 R -30 R15 R -15 R -10 R -30 R -10 II.* 15% 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 IV. � . ' -. Group R -3 and R-4 Occupanc 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 - On y CITY OF TUKWILA -- BUILDING DIVISION Lot: 3 Address: /21 7 City: T/4 VA/11, State: WA' Zip: Rte , Contact: Phone: €2.0k, - YY- O 6 Phone 2: --o& - ?24 Fax: 7 D C — Gf Z q — ZS -Z77 Prescriptive Approach — Simple Form For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information Table 6 -1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R - OCCUPANCY CLIMATE ZONE 1 See the code text for footnote references Prescriptive - Simple - Form - Climate Zone FILE COPY Permit #: a�S Al F • e , LA 2008 PERMIT CENTER This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6 -1, Option IV. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. Glazed Doors whose area and U- factor are included in glazing calculations. Location of the door taking this exception ❑ 602.6 Exception 2. One door, that is 24 ft.2 or less, unlabeled and exterior swinging may be used. Location of the door(s) taking this exception D PakWf 10/23/2007 EA 9C) T DESIGN W°KKS 1708 187 Ave NE Bellevue WA 98008 TEL. 206.409.6690 To: Ted Pederson Address: Pederson's Classic Homes 27148 12 Ave S Des Moines WA 98198 ❑ Urgent x For Review • Comments: Mr. Pederson, Ted Pederson Dan Brobst FILE. C•FY TRANSMITTAL SHEET From: Dan Brobst Pages: Phone: 206.947.0638 Date: 3.25.08 Re: Tukwila Plans Fax: 206.947.0638 - REVIEW ED ,�CE CODE COMPLIANCE APPROVED SEP 008 ❑ Please Comment ❑ Please Reply ❑ Please Recycle This letter grants you permission to use the plans 2960 and 2813 for the two lots in Tukwila, Washington originally produced for Main Street Builders. In lieu of any compensation for these plans, Brobst Design Works (Dan Brobst) will be held harmless of any issues that may arise before, during or after construction as a result of your usage of these plans. If you need any services as a result of using these plans, I will be happy to assist you in your needs at an hourly rate of $65 per hour. RECEIVED CITY OF TUKWILA JUN 0 2 2008 PERMIT CENTER date 1 1-41 o$ project *' loo lam( — page 11 011111M 11110119 ii li Elio o TOP OF PLATE WINDOW HDR FLOOR. "UNE: . TOP OF PLATE %SEMENT SLAB x10 sw 1 MRc - bvi-S 90( z 06Q-t, wwid s 0t 12-0 e S$v iS p s NORTH ELEVATION date project elA ( 0 P 365rAl 0 CtleGif ( St All r+10 N*1 12 g 3 (O SfrM 9 1t) MAL (rev 1/4 z• 14 * Oi P(0,4 to)(412 R esw CS t* S vc 5 vs= 9 1 3 Sms Ntrrr Wt I p Sms = .5 cpv. 1.0 Ito to 0 0 , te) ( [ 14404- lit ojY- tc) '‘r 1191(1) cAexte., tid t j5 (r c+ Cr4) (23) -t- ito I Its 0 date (tytile project Vi(eb 1,frr4.44./ page We_ \t1/ t gi)of Li 14 11 II 11 11 11 • 11 11 :1 11 II z _II 1$ 11/i311 11 II II IH II 11 • 14 II o 21 11 11 11 it II '3 II 4 11 441' AP = P r =PP I 11: 'll 5 1 ' I ''' 11 1—.. t$ . 0 II ,..,; ., ' - - 1 1 it f iliiil- _ -,,„ ., „ _..., 1 1 II II II 111 11 II II jj II I II II 111 11 .1 _IL_ ... V o l kv■/ eisw ... ...... • • date trt project 4 i\(pO Lojoad Page 6Vi --two +- ..U. lo 2 ti tt ViaLl Vt :--•• (C 3 4, a •--- ........... 'IN g 7riv Cq' =1-bko ------ - -T=f, ------ • ...... ... . 7 _S.- .......... 1 1 fv■AA le t btr0 0 tO /1 14° ,CW 26,5) frIK (lq ) 00\ .1 1.7 1 .4 1 A -0 ----- 61( )+(-0 • ........ ....... . ........ •• ■•■ ...... I ....... ••-■ ............ •--•- --•-• ....... ..... -•- ..... -•• ..... ■ ........... •-• ........ -•-• ..... _•-■ .... --• ■ task list: C S c 1.5 • .... • _ -• • ..... ••■■ date project Ak 21t L .0,1) T page 7 u.s-tku qN)14 , s - AAA ---- g t = 949 ' 4 task list: 0 11 9A-Roo 4 `9 6 -1 -f ( rb it) ri irci(4c) -t- (o 1 ' 1 4Q_ q 7, 4- C, 5 2-(Zoo date project page 2 117AH iA• iAt.po Loden I ki) o U �- .c Flo xg ea ego Lo. , (o = 4 •EZIAA — toxx. -- �trz uOzo to 5 ( to,9 I & = Flo Flo task list: ►'�.� _ .. qi (Avs = ( 2 - 1 3 I 3•S date 1 41 V° project •ZA to 0 -- (A Pel) 1 Cr page a 1-11,10 V r4 i 1 6int 151g Min v-0-70 26-0 . 9V4-0 Frn, 1 C>c ›c st-1 t/ToLlit lo ,(0,C)<,60 ---- 403 N 1 — (4390 Low-fir— ca as rAo 1 PIAA8-Sos - 2 ,, c task list: date project 191 1p 0 1/Clitind 4/Di page ) 6,4) /2,VIC=- ufoSv Ge3 tAt-mit to , , z- _.41,( 0-t,CILf)1 (" • • • ...... task list: lAc iAvtitt-t-,cosi • ....... • • GREAT ROOM DINING DN.L 8 RISERS_ 10' RUN 7 IN 6 0x8 - 0 SCD 1 9' - 1D' 6- 1.6 -0 XO 40' -0' 5 -OxE -O XO 0" PORCN IS'TO i FLUSH w/ inOL1; Q. SHOLD AND TD SLOgE NO 1 40K - IN /4!PEN1E?OO :'AWAY NOTE: (SG) DENOTES SAFETY TEMPERED GLASS ELECTRICAL NOTE: ALL SMOKE DETECTORS TO BE 110V INTERCONNECTED WITH BATTERY BACK —UP 1 PLUMBING NOTE: LO1HES WASHER AND DISH WASHER MUST BE INSTALIED INTH WATER- HAMMER PREVENTION. DEVICES 1 B OD:OTES YYI. - o .. CM E3IHAU4i FAN .. . - ALL FANS MUST VEHM TO THE OUISIOE • • 110v DENOTES SMOKE DETECTOR LOCA110 ALL SMOKE DETECTORS To =OE 110V INTERCONNECTED WOH BATTERY. BACK -1)R .. • BEDROOM 2 .. . BEDRDOM 3 1F -2' 2.4, FAN VTOS MST. BATH . MST.. QOSET 5:1' •., • 1 3 -3' BONUS ROOM 36' HALF WALL 4+04 0 PIL 4 -0,3 0 PIC L1 HFJL LAUNDRY 1 1 -2' 5' -10' S'-4' 5.0x4 -6• 21' -5 1/2' 5 - 0x4 -6 XO 0x4-0 XO 10=i 14 -s' 6 1/2 4' - 1/2' 18' -6 1/2' 6-Ox 6 XO MASTER S 8' -3 1/2' Jensen Engineering, PLLC Consulting Structural Engineering 1204 5 Street Kirkland. WA 98033 C 425.466.4693 April 7, 2008 Mr. Ted Pederson Pederson's Classic Homes 27148 12th Avenue Des Moines, WA 98198 206 - 947 -0638 r 1 .., r _. .. Re: Tukwila Plans 2960 and 2813 Dear Mr. Pederson: This letter grants Pederson's Classic Homes (Ted Pederson) permission to use plans 2960 and-2813- originally produced for Main Street Builders for two lots in Tukwila, Washington. In lieu of any compensation for these plans, Pederson's Classic Homes (Ted Pederson) will hold harmless Jensen Engineering, PLLC and its owner, Elizabeth A. Jensen, from any and all issues that may arise before, during or after construction as a result of your usage of these plans for your projects. Please sign below and return one copy to me prior to receipt of plans and calcul Rr RV 1"ED �NE E COD COMP pppROVED SEP 11 2006 Very Truly Yours, Jensen Engineering PLLC Elizabeth A. Jensen, PE, SE Principal FILE COPY Permit Noe RECEIVED CITY OF TUK%MLA Jur 0 2 1008 PERMIT CENTER POVW Jensen Engineering, PLLC Consulting Structural Engineering 1204 5 Street Kirkland, WA 98033 C 425.466 A693 .; • Pederson Classic Homes House #2960 Azy 1-1 ' • 11, f EXPIRES 4/29/ 0 j April 6, 2008 JE Job #08-004 id 1- trg/ Yra-Atvl aSt ........ ......... .... .... ; .. ',x 192 x_5 )( G% il Oit 34i -z Q--Q—Q1 0166 (3) h Pr) 1 0 4 10 )k +145 15j, ° rz ow or) x-7,/ A to(oh (bed) r1 ).5e xQ,a = 21 5f--e )(oil -r-- to-a ri (5C4) )c't I -0 0 Qa)) 011--=--OCS 14' Op/ • VI 41 IJ 11.3 no) ' 0 29 (031)-El (sg — 1hS0fl . 004 e./Ytocim QQci -OPAO1 \,-143ed 0117.1 abed 1A.1.1A)d 0 4P laefaid '34 1411-1 alep ...... 11 1 (MN) or-rt. c/L) `7 011-7( 12) 9)1 -_:-. lfv'\ (.g1/4) cuul 1Z7q*A, 051c_ , r - -" L hr - L7<art 4 t Y-_5°11 512(?<altt. CLO 01) 1,1-0 ) -Yc-1 = ' Wc 02 Oct, x3Yr. an- j 4ry off _5 4 on omcl ok15 5:-..- 2 1 -- /L$1-4053 =n opeleCit GfV - =kel A5,5 ; 31-0-1 (1e0) 1 - NI-VW 5144_34 13/01 ei34jil abed 1/11049 QV, pefold tQ 141/01 amp I ' • date / project 4 -6,1 awl page • .............. 10 1 1 14. ........... ) Us kr4 " - 4 4 Olp (u611<) 1. SSD its r iAOS - -t 1-ctrs LaPik) 3 1teS I 30 6 p = (C ) V 1 to-r MG . c . - 3 ................... • • • • • c1C40 6 ft 7- °Inc? p 7 c 4 3o ■7244- 4 Lk 9 ups- • ............. • • ..... .................. • ■ ........ ..... • • - • ............ • - • ......... ■ - • • • • • ................. • ■ ............. ■ ■ . • • • ...... ...... • • 4') 2006 IBC & 1991 NDS Project: Market Square Lmbriype • Hem Fir #1(2 "•4" ) Fb = 1050 psi Fv = 150 psi E = 1,500,000 •si Timber Type • Doug Fir #1 (5" and larger) Fb= 925.00 psi Fv= 170' psi E = 1,600,000 psi Nominal Size Standard b x d in Dressed Size x in (S4S) bxd in x in CD = CM = Ct = CL = Cfu = Cr= Cf Area of Section Section in ^2 Modulus Sxx tn^3 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Moment' of Inertia txx inA4 Duration (DL =0.9; FLL= 1.0; Snow= 1.15; RLL= 1.25) Moisture Temperature Beam Stability Flat Use Repetitive Size Factor (circular =1.18; diamond =1.414) i • 3D1 tterPAv1ts CF Fb' Fv' E' Moment Shear Capacity Capacity (tb) (Ib -ft) 1.5x7.25 2x12 1.5x11.25 2 3: 11,25 10.88 16.88 47.63 1,380 150 1,500,000 150 1,500,000 150 1,500,000 150 1,500,000 15(Y 1,088 3.5 x5.5 3 3.5 x 13.25 47.25 106.3 717.6 1,225 1,925 !h' i,•�7 '4S''E' '{ 8'�{ J.`tti `4 Nominal Size,. Standard Area of ~S .n Section b x d' in Dressed Size Section in ^2 Modulus' Svc x in ( S 4 S ) bxd in "3 inxin 6 :x6' 5 ;5x55 30:25 6x10 55 : x95 Y�r�*a�M 5225 8�2� 7�3 fin_ ".�r i � i ° � y;. �,,,? , � " ? .4.14. - o 6x14 555x1355 t � 7 � 4{ ; 225 � 1671 11 {4a gifiga Lo !. rele � ;z C P 2 '' :2 � 6 18 5.5:x 17 5 96.25 4 2456 q �},!� 0,...... 280 7 0:956 6 x 22 5,5 x 5 118.3 c . ,..;� 4 • , r•. r- 5>K. 'MULTI __. , 4555 0935 VP991% r" 27.73 8x16 7.5x7155 11.6.3' 56,25 70.31 tee: c��t�:�:.w,.,.: I, 8x 12 , j . 7.5 1.1.5 8625 165,3 � ���,�a� y �. , � a,1" �� 300.3 .n?E'a•:KC cr"„".'i;M ..ka "F',, ^ v C i ` �.^^rw. 8.x 20;' 75x19.5 1463. _ 475,3 8x24 7.5x23'.5 176,3 690.3 Moment of Inertia: txx in ^4 4634 X156 2327 JE. Dim Lmtir. Dsg.. Template CF 5,4 76.26 _ 1.0 925 170 a ^',' .F`r<:'' }ji�y:.y,1'�.'.r -l.j 393 1.0 3 �, 925 170 ..xis? 0.983 909 170 884 170 1,600 ;000 f 865 170 sir:..''' l a.: 1 I f . 2631 10 _ 925 170- 950:5. 1. 0 925 170 0.969 _ 0:945 874 'V^^v.' a y . 811'1 0.926' 857 170 170 1,600,000 1,600,000 1 3p a.,? 1,600;000 1 600,000 i _ T 1 r,..r 1,600000 1,600,•'000. Mornent Shear Capacity Capacity(Ib) (Ib ff) 2,138 3,428 5,922 8,415 AINAUCt 20;,68'5 10,908 0,537 13,407 5,420 6,375 ' 1 3 P r* t.. a s x r _ 1 2,742 9,775 � � } ��� ¢. �i.L`6rS�' 7/3Z, 'L t��iyMitA ,i' arm, ..1 22,431 J '��" 34;623 �� Si: � CP t' ' Atop- 49;273 19,981 P4 Shear modulus of e•Stii G Modulus of elasticity E = LO x nes pd. ' Flexural s tress S Fb = 2,900 pull) Tension stress F,. 2,025(2) COrhPiesifiiii perpendicular to grain F - 750 psi(s) / Comp,i0n parallel to grain F1, = 2,900 psi A iraiii4 13 4a;•6116t6 g rain F = 290 psi . , • • (1)'PO`r se • , of length; width • "o'ndiile.liiiesi'fc*I'filisige>734Omition abolication conditions. (3) f. skall?riethe fnee'a'4d.fo'f'ddratiOn of ioaa • - F r P 13,58 4;020 4,735 400 7.7 . . ,... . „ .'d. a 4r• .....a, - • . ......c.. .., • " • , •Iiti aclaeriiiit 14 Walk :1_16 ailarg .R EI NNMil i ENTANIRVinti6.01 4 11 401i ff il lairantailtlitlaNdkaM S0025 l3QQ l5 28o 20,855? 26840s ' 5;045 640 .72 • 8315 ' 93 175 - S1:9 37,5 615 0L 4 9:5 1:0:0 11.8 13.4 t5.1„ PS s • 18,625 9.390 I li 346 • - '5 •••••• 9 :Mk ft Miffm enil agnillflatgalk 29;855 "40,740 52,430' 12,055 14,210 16;240 733 1,201 1,792 19.5 23.6 , 26.3 • 18;270 :':!':cf0:01011iiiikAtrs*iiiititilOilis for Later:al support required at bearing acid at 24' on4:e niaidinurn. • Beiting lengths are based on'Parallaiiii bear": OfY50 • • No camber. ntpageli 4--/ include loci red Kin aebtirdalrice•CAlith code. • • arid 18"-64:ailli4:45V41 4E4 r .' - '.., . - • • .^. ••• ,' •:•• : ', ,.. • . c -• jaik,0 117,Y0 iiiiilkplef i iiieWitiek i btlikili` s i,eo,n • Sii:04:t% • _. •• ... - • 7. lr '..'A. - ''...;:'.i: : ,, .. .• t,: . il ' "..4". ' . . s., .;,;,.',..1 ,_., - ' ' . :!,... i- 2657.81 7382.81 6889.05 ' :ql . i „ . .... 14796.96 28 543.35 JE Bearing on Sill Plates - HEM FIR 2006 IBC & 1991 NDS Project: Sill Plate LmbrType - Hem Fir STUD GRADE(2"-4") Fc Perp 405 Fv = 150 E= 1,200,000 10.3 E' = 360000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Duration (Can't Use with Bearing Calculations) Moisture Temperature Beam Stability Flat Use Repetitive Size Factor (circular = 1.18; diamond = 1.414) SILL PLATE (2x4 at interior and 2x6 at exterior) Member Member size Member Area Width of Bearing F'c Perp for Allowable Actual Stud Allowable bearing on sill stud(s) Length Facor member size Bearing Load Load greater than plate CB on Sill Plate Actual, therefore 5.25 1.50 10.5 3.00 15.75 4.50 : • ' 1.50 2-2x6 3.0x5.5 16.5 4-2x6 6x5.5 33 3.50 2 x 4 2.2x4 3-3x4 1.5 x 3.5 3 x 3.5 4.5 x 3.5 x . 515 - • 1.25 1.125 1.08 P=no 506.25 703.125 437.4 448.39 III :2x6. * ;16' • O.C . ; - EX1ERIdR WAii$ 204116 O.0 T PfTERIOR IQ BpJ1NC: WA1S!TYP;.UNO• � lYP .t; \ ' ro*F 1e HPI UPPER ROOF FRAME NG- PLAN • LOCATED A 14211110 Or 3 MEET ABOVE 111E EAVC 1SNI$. - EACH.JACI( V[Nf -625 SF 01•v[jf2TG : PO IC* . 137411 VDBBIG S ALL BE (AVE _VENT BLOORS � W/ (3) - 2' op, sCAEENEU - HOLES 2111019119.•A NET VpR AR6A'0/ 91Y SQlIL.�O Op so rT :. k K - sb R00f :ud55 LOCAILD A IWO o1 •• • TOE. EAW V6NTS. - • ' 'DCH 4.43 N ' it RRO\1DES JI St (5o Sa- 6r414.$) 04 PER 4.4gc • • I o3 ; 0 . 50. i9 A711C'A4 / ]OO. SOiT VENrc FEOb . 2.17. a VENI'0 70 OE.PRMDID'21. SO0777 <VENr$ AND 1.17 SI 67.,0271E VI1T$. 2.17 SOR.' /: 0.31'.50rT' WCN'VENI - 6.4 (7) -11001 *pc VE1/IS -200'0 2:17 salt.'. / 0-069 Sari' P 0 -EAVE' 3IA5 (5i) c0VE W3110REQ0 6 STUDS (1)1xb (\ h ( q(v/ ) ei:k W •- - rwts p /(4.1 it 1241 *-g FRAMINGNOTES: 1.- 11W!,WI9-31UDS = 1 •Rp14ER 1 K1 C s1sm Ui O:aN PIAN. (2),OR (3 } NUMBER OF 1T(I1 ERS REQUIRED. 2. E$Tg (OR WADS - 216 0 16' O.C. B1tt;JtN) (@EM HG WALLS R0100EARINO ULTERIOR:WALLS - - - 214 0 O.C. BAlYUON FRAMED (XURICR' WALLS t(8,0 (2' O.C. NO SPLKXS CONT. PLYW000 ROOF ROUOU OF FLOOR TRUSSES. 1YV. 2x8 LEDCFR Wj'(0 16e4:1V O.G: _TYR 8 i6d - O 4 0.t" TO 2i BLKO'BETWCEN-STUUS- tAmcP- (ZDDP I PH MAP 1 .v.-t ° uktio LOWER ROOF FRAMING PLAN 2x6 STUBS HT"/2 POST I. _TYP EA PORCN•POST (AFTER Ge • U044/ Tiort-k? • ()/tAtio vA14. 4k\A„ Ltt-Pervto paft-1. (1*(4 2 01-410C' Ik,jrN P2fkm R FRAMING NOTES: 1. DP. JAMB STUDS • I RIUMER + 1. RS S1UD U.N.0 ON PUN. (21.0N(3) SILIOS'INDICAltS 1410 Or MOPS NEOUINED. 2. EXTERIOR WALLS- 26.O ir.o.c. • woo 0EARINd 0. NON-BEARING INTERIOR WALLS - 2x4 BALLOON FRAMED EXTERIOR WALLS - 2x6 0 12 O.C. NO SPLICES SSES MDE• 21 S I1 IIORE. H • I . 3/;i PIYWO(p:_$H�ATHIN IT I E TOAI_ DE QL PS �{/ L (FLUSN) P .51 t 0` t1 � T Pj 6zQNF/2 P0S1 kPi0 I p-H Wer MAIN LEVEL FLOOR FRAMING PLAN P1 4.4 16/2 POST r LJ FRAMING NOTES: 1. TYP. JAMB STUDS = 1 TRIMMER ♦ 1 KING SUUD.U.N.O.ON PLAN. (2) OR (3) STUDS INDICATES RUDDER Cr 7PoYYERS REODIRLD 2. EXTERIOR WALES - 216 0 W O.G INTR10R DEARINGPULLS - 2.6 o I6' O:C. NON - BEARING DOTI* WALLS - Zi}`.O.tG DALLOON fRAYED EX1ERICR WALLS - 216 0 E2' O.C. NO SPUCES NfOOD COLUMN' CAPACITY Updated for 2001 NDS Effective Column Length L1 = Effective Column Length L2 = Species and Grade = Fc = E= Duration Factor (Cd) _ Wet Service (Cm) = Temp Factor (Ct) = E' = Column. Dimension dl Column Dimension d2 Size Factor (CF) Slenderness Ratio' 1 Slenderness Ratio 2 Design slendemess ratio = Fc* FcE = Cp= Fc" Cp Column. Capacity Double Studs Triple Studs 4 studs 5 studs. 0`O0 ft 9 %00•ft DIM LMBR Description: TIMBER Hem -Fir Stud 800 1,200,000 1.00 1.00 1.00 1,200,000 Doug Fir #1 1000 1,600,000 1,600,000 KcE = c= 0.3 0.8 (= 0.3 forvisually az d niactiina: :graded lumber) (= 0.418 for products.with CON/e,<= 0.11) (= 0.8 for sawn lumber) (= 0.85 for round timber piles) (= 0.9 for glued laminated timber) Lumber Values from 2001 NDS Species Grade Fc E Hem -Fir Dim Lmbr (Stud) Timbers ( #1) 800 1,200,000 850 1,300,000 Doug -Fir Dim Lmbr ( #2) Timbers ( #1) 1,350 1,600,000 1,000 1,600,000 4x6 (in 2x4 wall) 5.51n 3:5: in 1.1. 0 :00 30.86 30:86 880 378.09 0.38 336:44 6,476 12,045 4x6 4x4 (in 2x6 wall) (isolated) 3.5 in 5.5 in 1.1 0.00 19.64 19.64 880 933.64 0.71 625.71 3.5in 3:5 in • 1.1 0,00: 30.86 30.86. 880 378:09 0.38 336.44 4,121 t `f 23 p I5 2x4 (in 2x4 wall). 2 -2x4 3x4 (in 2x4 wall) 2x6 (in 2x6 wall) 2 -2x6 = 1'.5 %in 2.5 in 1.5 in - 3.5 in 3.5 in 5.5 in 1.10 1.10 1.1 - 0.00 0.00 0.00 • 30.86 30.86 19.64 30.86 30.86 19.64 880 880 880 378.09 378.09 933.64 0.38 0.38 0.71 336.44 336.44 625.71 1,766 3,533 2,944 5,162 10'324 ¢ . = '1.1 s.. - 12,3.4 ,: b. �20 5,299 7 ;* 10,598 8,832 15,486 < t 30,973 N J 3� '7 ., ! F - r 7.. fT T ,"",y -. �., Q a 3 i • ki ♦ .,?y 0 { :3 xy �i 8,832. 17 ;663 14,71;3- 25,811' 51,621 NfOOD COLUMN' CAPACITY Updated for 2001 NDS Effective Column Length L1 = Effective Column Length L2 = Species and Grade = Fc = E= Duration Factor (Cd) _ Wet Service (Cm) = Temp Factor (Ct) = E' = Column. Dimension dl Column Dimension d2 Size Factor (CF) Slenderness Ratio' 1 Slenderness Ratio 2 Design slendemess ratio = Fc* FcE = Cp= Fc" Cp Column. Capacity Double Studs Triple Studs 4 studs 5 studs. 0`O0 ft 9 %00•ft DIM LMBR Description: TIMBER Hem -Fir Stud 800 1,200,000 1.00 1.00 1.00 1,200,000 Doug Fir #1 1000 1,600,000 1,600,000 KcE = c= 0.3 0.8 (= 0.3 forvisually az d niactiina: :graded lumber) (= 0.418 for products.with CON/e,<= 0.11) (= 0.8 for sawn lumber) (= 0.85 for round timber piles) (= 0.9 for glued laminated timber) Lumber Values from 2001 NDS Species Grade Fc E Hem -Fir Dim Lmbr (Stud) Timbers ( #1) 800 1,200,000 850 1,300,000 Doug -Fir Dim Lmbr ( #2) Timbers ( #1) 1,350 1,600,000 1,000 1,600,000 4x6 (in 2x4 wall) 5.51n 3:5: in 1.1. 0 :00 30.86 30:86 880 378.09 0.38 336:44 6,476 12,045 4x6 4x4 (in 2x6 wall) (isolated) 3.5 in 5.5 in 1.1 0.00 19.64 19.64 880 933.64 0.71 625.71 3.5in 3:5 in • 1.1 0,00: 30.86 30.86. 880 378:09 0.38 336.44 4,121 t `f 23 p I5 COLUMN & BEAM- COLUMN CAPACITY FOR WOOD Job # Description pAktb Pazortm Column Capacity (no bending Toads) Effective Column Length L1 = Effective Column Length L2 = Column Dimension d1 = Column Dimension d2 = E' = Fc* _ Slenderness Ratio 1 = Slenderness Ratio 2 = Design slenderness ratio = KcE = c= FcE = Cp = Fc' = Fc *Cp = uniform bending load w Axial compressive Toad p = M of I about 2 = fb = fc = 0.00 ft 20.17 ft 1.5 in 5.5 in 1,200,000 1012 0.00 44.01 44.01 0.3 0.8 186 0.18 178 1471 lb 14.4 I 240 20.80 1162 29 plf lbs inA4 psi psi CSI = 1.05 < 1.0 ? Species and Grade = Fc = E= Duration Factor (Cd) = Wet Service (Cm) = Temp Factor (Ct) = Size Factor (Cf) = Factors for E (Ct)(Cm) = = Allowable column capacity BEAM- COLUMN CAPACITY (bending Toads in d2 direction): HF STUD 800 1,200;000 1.15 1.00 1.00 1.10 1 (= 0.3 for visually and machine graded lumber) (= 0.418 for products with COVe <= 0.11) (= 0.80 solid, 0.85 round, 0.90 glulam) psi psi (with no bending Toads) Fb = Cd = Cm = Ct = CL = Cf = Cr = Fb' = If the column is a stud subject to a 78% reduction per footnote 18 table 7 -B, then: CSI = 1.07 < 1.0? 1346 psi g $-(Q `1,-u 4. Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D08 -307 Grantor: AVTAR SINGH, an individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Along S. 141 Street, located adjacent to 5621 S. 141' Street. Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and storm drainage. 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 attorney'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. I ITNESS WHEREOF, said individuals have caused this instrument to be executed this c N-� day of 7u Z ,2011. STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that AVTAR SINGH 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 c �7/ ;,)/ ```%%%%%%%%%%%%%%%% e 11 ! A. N� e. y�lh II�F,WAS Au orized Signature ( Notary Public in and for the State of Washington residing at 7/, My appointment expires 05 4 '1 t-/ t r DATED this day of , 2011 GRANTEE: CITY of T KWILA tis jok By: Print Name: Its: Bob Giberson STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON 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. Public Works Director LL Z LL.< < Name: llt'tii(t %lam `� L( er NOTARY PUBLIC, in and for the State of Washington, residing at 1 .1L; ‘I c , My commission expires: July 2, 2012 Dear Mr. Singh, C C: Gary Singh 4645 S 148 Street Tukwila, WA 98168 Department of Community Development Jack Pace, Director RE: Request for Extensions Permit Nos. M08 -159, PG08 -167, D08 -307, & EL08 -667 This letter is in response to your written request for an extension to Permit Numbers M08 -159, PG08 -167, D08 -307, and EL08 -667. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending the expiration date an additional 90 days for permits M08 -159 and PG08 -167. Their new expiration dates are respectively September 24 and October 1, 2012. Permits D08 -307 and EL08 -667 have not been extended. Building permit D08 -307 had a recent inspection which automatically renewed it through December 23, 2012 (no extension is required). Permit EL08 -667 expired prior to the request for extension and consequently cannot be extended. In order for electrical work to continue a new permit application will need to be submitted and a new permit issued. If you should have any questions, contact our office at (206) 431 -3670. Sincerely, fer Marshall t Technician Avtar Singh ity of f Tukwila File: Permit No. M08 -159, PG08 -167, D08 -307, & EL08 -667 W: \Permit Center\Extension Letters\Pennits\2008'M08 -159 Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 JUN 25 2012 PERMIT CENTER b..ec P3A4) 1., 10b /1W'L131, lb:lti leUb4J /tits - KOS- (D7 _f$ Avccit/ to-)-s -I MO( 11- ote /re UUKU1N 51N(aH -. 6CS - e sQ) ue e„ PIA 4 ,a4 -o3 uo(sylL 61/\ ?e/Y 9'0 de' .4. 6 24 7/e Ig "^ \DYoresS ai54- 6tAi Ast ki r\at&, So 0.e,e2.7.e, h bin iteAA. 171(>11-; tple7 (.0(07 ‘€A--p\u-ti Voe-rkAit - r 6,30 5 anA a t� 4 e. 2- 2. PAGE 01/07 v6fi s bA;A-L, - 4Sto. . Pte,r)-1-1:th rot /1 1 &V 'Aft- p Y S5i 6 k „gbi, 4y LA,. - 1 - 1A4 c lole. 13.544c 4 LocA 5 --ro-V- e P 40/12.9/014, RaJe M56 eici )444 1,-eCiat"oe..„ 44.41 /4/./ 5k) Piem.6 p,e,o,t,i1 Z._O 16;i. st,‹)1 19f2 it,a4,1+1 cutL-1-.) 5-1‘ 4%7 Coar,i Tv-€41f\) 06 -01 -2012 AVTAR SINGH 14200 6 AV S BURIEN WA 98168 RE: Permit No. D08 -307 DUNAWAY RESIDENCE LOT 3 5621 S 141 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/25/2012. Based on the above, you are hereby advised to: Sincerely, 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 07/25/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. ifer Marshall it Technician File: Permit File No. D08 -307 City of Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 July 14, 2011 • • To: Bob Benedicto From: James Dunaway Subject: D08 -307, EL08 -667, M08 -159, PG08 -167 Mr. Benedicto I recently sold my lot to Avatar Sing. As part of the sale agreement I agreed to release all interest in the above stated permits. Mr. Sing will be paying the balance owed on the permits and moving forward on the development. Per my verbal conversation with you, I trust this meets with your approval. Please consider this letter a formal request to transfer all interest in the above listed permits to Avatar Sing at 22228 94 Av So Kent , WA, 98031. ai.,407 czete ze 06 -30 -2011 JIM DUNAWAY 1411757AVS TUKWILA WA 98168 RE: Permit Application No. D08 - 307 5621 S 141 ST TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 06/02/2008, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/22/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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. Bill Rambo Permit Technician File: Permit File No. D08 -307 • C of Tukwila ql, • 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 A- April 14, 2011 Jim Dunaway 1411757 Ave S Tukwila WA 98168 RE: Request for Permit Application Extensions #7 Dunaway Residence, Lot 3 — 5621 S 141 St Dear Mr. Dunaway, This letter is in response to your written request for extensions to Permit Application Numbers D08 -307, M08 -159, PG08 -167, and EL08 -667. 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 application per the International Residential Code. Therefore your application has been extended an additional 90 days, through August 22, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: ifer Marshall it Technician • Gity of Tukwila Permit No. D08 -307, M08 -159, PG08 -167, & EL08 -667 W:\Permit Center\Extension Letters\Applications\2008\D08 -307+ Application Extension #7.doc • 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 March 11, 2011 To: Bob Benedicto From: James Dunaway Subject: D08 -307, EL08 -667, M08 -159, PG08 -167 Mr. Benedicto Due to the continued economic down turn I have been unable as of yet to obtain the above stated permits and continue with the project. However, I am hopeful I will be able to proceed this upcoming building season, and request another extension of the permits. Your cooperation in this matter would be much appreciated as always. Respectfully, ames T. Dunaway, Property Owner O,K sh,...e,,,A,d a�r�r vc 1,, g , 04 /004 5/if 1-,vs(241 tA-17 0(02-411 04 -01 -2011 JIM DUNAWAY 1411757 AV S TUKWILA WA 98168 Dear Permit Applicant: • city of Tukwila RE: Permit Application No. D08 -307 5621 S 141 ST TUKW Department of Community Development Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 06/02/2008, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 05/23/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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, Bill Rambo Permit Technician File: Permit File No. D08 -307 • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 23, 2011 Jim Dunaway 1411757AveS Tukwila WA 98168 RE: Request for Permit Application Extensions #6 Dunaway Residence, Lot 3 — 5621 S 141 St Dear Mr. Dunaway, This letter is in response to your written request for extensions to Permit Application Numbers D08 -307, M08 -159, PG08 -167, and EL08 -667. 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 application per the International Residential Code. Therefore your application has been extended an additional 90 days, through May 23, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician • Gity of Tukwila Department of Community Development Jack Pace, Director File: Permit No. D08 -307, M08 -159, PG08 -167, & EL08 -667 W:\Permit Ccnter\Extension Letters\Applications\2008\D08 -307+ Application Extension #6.doc • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 22, 2011 • • To: Bob Benedicto From: James Dunaway Subject: D08 -307, EL08 -667, M08 -159, PG08 -167 Mr. Benedicto Due to current economic conditions we are forced to delay the start of construction of the new home project under the above stated permit numbers. Consequently, we formally request a three month extension of the approved permits with hopes we will secure the approved permits prior to the extended date. Respectfully es T. Dunaway, operty Owner `70 / Drx `d' ela 2 t/ 01/ SO b D =I II �T q DSIZ�) l I 01 -03 -2011 JIM DUNAWAY 1411757AVS TUKWILA WA 98168 Bill Rambo Permit Technician File: Permit File No. D08 -307 Department of Community RE: Permit Application No. D08 -307 5621 S 141 ST TUKW Sincerely, evelopmefltt Jim Haggerton, Mayor Jack Pace, Director Dear Permit Applicant: In reviewing our current application files, it appears er the International Building Code, International // Mechanical Code, issued by the City of Tukwila Permit Center. Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/21/2011. If you still plan to pursue your project, a written request o for extension Address your of your extension requestbo the Build ng the Pe Center at least seven (7) days before it is due expire. e. Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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. •nA 421_ 2AAS" August 17, 2010 Jim Dunaway 1411757AveS Tukwila WA 98168 RE: Request for Permit Application Extensions #5 Dunaway Residence, Lot 3 — 5621 S 141 St Dear Mr. Dunaway, This letter is in response to your written request for extensions to Permit Application Numbers D08 -307, M08 -159, PG08 -167, and EL08 -667. 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 application per the International Residential Code. Therefore your application has been extended an additional 90 days, through February 21, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Jnni er Marshall P rm Technician • City of Tu I\: Department of Community ,' evelopment Jack Pace, Director File: Permit No. D08 -307, M08 -159, PG08 -167, & EL08 -667 W:Wennit Center\Extension Letters\Applications\2008\D08 -307+ Application Extension 145.doc • JimHaggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 August 17, 2010 To: Bob Benedicto From: James Dunaway Subject: D08 -307, EL08 -667, M08 -159, PG08 -167 Mr. Benedicto Due to the continued economic down turn and our inability to obtain financing, we would like to request another extension of our permit. The site is difficult and even unwise to develop during the raining season. We would like to request a 1 year extension to be able obtain financing prior to the next dry season. As always your consideration is greatly appreciated. o�- . Dunaway, rty Owner • • r-) Pit( 07 -01 -2010 JIM DUNAWAY 14117 57 AV S TUKWILA WA 98168 Dear Permit Applicant: Sincerely, 0----b q j rir Bill Rambo Permit Technician File: Permit File No. D08 -307 • City of f Tukwila RE: Permit Application No. D08 -307 5621 S 141 ST TUKW Thank you for your cooperation in this matter. • Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 06/02/2008, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/23/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 A- April 13, 2010 Jim Dunaway 1411757 Ave S Tukwila WA 98168 RE: Request for Permit Application Extensions #4 Dunaway Residence, Lot 3 — 5621 S 141 St Dear Mr. Dunaway, Sincerely, This letter is in response to your written request for extensions to Permit Application Numbers D08 -307, M08 -159, PG08 -167, and EL08 -667. 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 application per the International Residential Code. Therefore your application has been extended an additional 90 days, through August 23, 2010. If you should have any questions, please contact our office at (206) 431 -3670. V\g, ifer shall it Technician • CityofTu/ila Department of Community Development File: Permit No. D08 -307, M08 -159, PG08 -167, & EL08 -667 W:1Permit Center\Extension Letters\Applications\2008\D08 -307+ Application Extension #4.doc • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 a Phone: 206 - 431 -3670 m Fax: 206- 431 -3665 April 1, 2010 To: Bob Benedicto From: James Dunaway Subject: D08 -307, EL08 -667, M08 -159, PG08 -167 Mr. Benedicto • • The above stated permits expire 5/24/2010. I'm requesting an extension of the above for 90 days. The site is sloped making it difficult and even unwise to develop during the raining season. The site is also sometimes slow to completely dry after an extremely wet season. It is our hope and plan to build this summer. As always your consideration is greatly appreciated. Respectfully, Grimy, -�� es T. Dunaway, ' roperty Owner 0,64, Jo 94 Gff CC-12-1411V 04117A I 03 -31 -2010 JIM DUNAWAY 1411757AVS TUKWILA WA 98168 Gity of Tukwila RE: Permit Application No. D08 -307 5621 S 141 ST TUKW Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 06/02/2008, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 05/24/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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, Bill Rambo Permit Technician File: Permit File No. D08 -307 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 9, 2009 Jim Dunaway 1411757AveS Tukwila WA 98168 RE: Request for Permit Application Extensions #3 Dunaway Residence, Lot 3 — 5621 S 141 St Dear Mr. Dunaway, This letter is in response to your written request for extensions to Permit Application Numbers D08 -307, M08 -159, PG08 -167, and EL08 -667. 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 application for the maximum span permitted by the International Residential Code. Therefore your application has been extended an additional 180 days from the original application expiration date, through May 24, 2010. Please also note that the contact and application name have been changed per your request and provided documentation. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician • Cit of Tukwila C Department of Community Development Jack Pace, Director File: Permit No. D08 -307, M08 -159, PG08 -167, & EL08 -667 W:\Permit Center\Extension Letters \Applications\2008\D08 -307+ Application Extension #3.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 8, 2009 To: From: Subj ect: Mr. Benedicto Respectfully, . Dunaway, Pr erty Owner • • Bob Benedicto James Dunaway D08 -307, EL08 -667, M08 -159, PG08 -167 Due to the continued economic down turn and the in ability of Ted Peterson to perform under our mutual contract, we have been unable to start our project. I have terminated my contract with Ted and I'm requesting the Plans and Permits be transferred to the name of Dunaway Residence, the property owners (see termination agreement attached). Furthermore, I'm requesting an extension of the above stated permits until August 30 of 2010. The site is sloped making it difficult and even unwise to develop during the raining season. The site is also sometimes slow to completely dry after an extremely wet season. It is our hope and plan to build next season. As always your consideration is greatly appreciated. 11 � -EXTEND ,aPP W /�a s hl'T/F a2 /Pah/441- /'EQLI r K9g /6/0 O 11, G 4NN-/ f Appac4NT" ' 7 4 ' 47T7 C/ED //FFV4 /IA, A4f /0gfrog 6)cP IF„cor 0512f-tho • • Termination of General Partnership Agreement Development of Real Estate Parcel This is a Termination Agreement of the General Partnership Agreement dated June 5, 2008 by and between James T. and Mary L. Dunaway, residing at 4246 S. 150 St., Tukwila, Washington, 98188, and Ted Pederson, residing at Des Moines, Washington (hereinafter referred to as the "Parties "). Terms of Agreement 1. The Parties hereby mutually agree to terminate the General Partnership Agreement dated June 5, 2008. All rights and obligations of the Parties with respect to the General Partnership Agreement are dissolved. 2. Both Parties agree that the building plans and permits filed with the City of Tukwila are solely owned, controlled, and the responsibility of the property owners, James T. and Mary L. Dunaway. Ted Pederson/Pederson Classic Homes waives any rights or interest in the building plans and permits. Property legal description in General Partnership Agreement is: /mld Execution Lot 3, the West 65.00 feet of Lots 17 through 19, Block 4, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in volume 11 of Plats, Page 24, Records of King County, Washington. The Parties mutually execute this Termination Agreement effective this day of j , 2009. ed Pederson Ja s T. Dunaway 10 -01 -2009 TED PEDERSON 27148 12 AV S DES MOINES WA 98198 RE: Permit Application No. D08 -307 5621 S 141 ST TUKW Dear Permit Applicant: Sincerely, C1 ---- ?__ 631/v 1 Bill Rambo Permit Technician File: Permit File No. D08 -307 • City of f 7'L1kw1Ic2 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 06/02/2008, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 11/24/2009. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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. 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 May 18, 2009 Jim Dunaway 1411757 Ave S Tukwila WA 98168 RE: Request for Permit Application Extensions #2 Development Permit Application No. D08 -307 Mechanical Permit Application No. M08 -159 Plumbing /Gas Piping Permit Application No. PG08 -167 Electrical Permit Application No. EL08 -667 Pederson Homes, Lot 3 — 5621 S 141 St Dear Mr. Dunaway, This letter is in response to your written request for an extensions to Permit Application Numbers D08 -307, M08 -159, PG08 -167, and EL08 -667. 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 application for an additional 180 days from the-eFigitiai application expiration date (through November 24, 2009) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: arshall chnician • City ofTu ila Department of Community Development Jack Pace, Director Permit No. D08 -307, M08 -159, PG08 -167, & EL08 -667 W:\Pernvt Center\Extension Letters\Applications\2008\D08 -307+ Application Extension #2.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 12, 2009 To: Bob Benedicto From: J • Dunaway Subject: D08 -307, EL08 -667, M08 -159, PG08 -167 Mr. Benedicto Once again, and still due to current economic conditions we are forced to delay the start of construction of the new home project under the above stated permit numbers. Consequently, we formally request a another six month extension of the approved permits with hopes we will secure the approved permits prior to the extended date. Respectful y, • es T. Dunaway, / roperty Owner on behalf of Ted Peterson, Builder 11 her a i I, Jo iii&i,te,( 160 ei GP oi2gio 6/T ItIit+lon 04 -02 -2009 TED PEDERSON 27148 12 AV S DES MOINES WA 98198 RE: Permit Application No. D08 -307 5621 S 141 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/02/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 05/28/2009 . 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 05/28/2009. 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, Bill Rambo Permit Technician 133PaA41-- xc: Permit File No. D08 -307 • cry 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 November 21, 2008 Jim Dunaway 1411757 Ave S Tukwila WA 98168 RE: Request for Permit Application Extension s Development Permit Application No. D08 -307 Mechanical Permit Application No. M08 -159 Plumbing/Gas Piping Permit Application No. PG08 -167 Electrical Permit Application No. EL08 -667 Pederson Homes, Lot 3 — 5621 S 141 St Dear Mr. Dunaway, This letter is in response to your written request for an extensions to Permit Application Numbers D08 -307, M08 -159, PG08 -167, and EL08 -667. 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 application for an additional 180 days from the original application expiration date (through May 28, 2009) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, arshall i�Tedhnician File: Permit No. D08 -296 City of f Tukwila Department of Community Development P:\Permit Center\Extension Letters\Pemtit Applications\2008\DO8 -307+ Application Extension.doc jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 e Fax: 206 - 431 -3665 November 20, 2008 Mr. Benedicto Resp • • To: Bob Benedicto From: James Dunaway Subject: D08 -307, EL08 -667, M08 -159, PG08 -167 Due to current economic conditions we are forced to delay the start of construction of the new home project under the above stated permit numbers. Consequently, we formally request a six month extension of the approved permits with hopes we will secure the approved permits prior to the extended date. Owner on behalf of Ted eterso Builder J. s Dun away, Pr • rty Own ae ci ARt API/ ?0/008 PERMIT CENTER )6 p 101VS 4 1,1>14761 10 -01 -2008 TED PEDERSON 27148 12 AV S DES MOINES WA 98198 RE: Permit Application No. D08 -307 5621 S 141 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/02/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 11/29/2008 . 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 11/29/2008. 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, r Mars all Pe Technician xc: Permit File No. D08 -307 City of Tu ila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 .i' July 17, 2008 Ted Pederson 27148 — 12 Avenue S Des Moines, WA 98198 Dear Mr. Pederson: Brenda Holt Permit Coordinator encl File No. D08 -307 • city of Tukwila RE: CORRECTION LETTER #1 Development Application Number D08 -307 Pederson Homes — 5621 South 141 Street This letter is to inform you of corrections that must be addressed before your development permit 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: Chris Beale at 206 433 -7141 if you have questions regarding the attached comments. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Center \Correction Letters\2008\D08 -307 Correction Ltr #1.DOC wer Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 DATE: APPLICANT: RE: ADDRESS: • July 16, 2008 Ted Pederson D08 -307 14117 57 Ave South PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Chris Beale is the planner assigned to the file and can be reached at 206 -433 -7141. Page "A6 — Elevations" needs to demonstrate the total height of the building from each elevation face. Also provide the fmal grade for each corner of the building from each elevation face. Additionally, show the height of the building at the mid -point of the tallest roof gable measured from the average fmal grade at the foundation. Parcel No.: 3365900347 Address: 5621 S 141 ST TUKW Suite No: Applicant: DUNAWAY RESIDENCE LOT 3 DESCRIPTION OF WORK: CONSTRUCTION OF 2960 SF SFR WITH 525 SF ATTACHED GARAGE, 168 SF FRONT DECK, AND 140 SF COVERED BACK PORCH PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER, SANITARY SIDE SEWER, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. PAVEMENT MITIGATION FEES APPLY IF STREET IS CUT. Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 11140117 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $5,674.00 TOTAL WATER FEES: $6,274.00 doc: WTRMTR City oftukwila Department of Public Work 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.Tukwi la WA.gov WATER METER INFORMATION METER #1 Permit Number: D08 -307 Issue Date: 07/22/2011 Permit Expires On: 01/18/2012 METER #2 METER #3 $0.00 $0.00 D08 -307 Printed: 08 -03 -2011 ACTIVITY NUMBER: D08 -307 DATE: 08 -30 -11 PROJECT NAME: DUNAWAY RESIDENCE - LOT 3 SITE ADDRESS: 5621 S 141 ST Original Plan Submittal Response to Correction Letter # X Revision # 1 After Permit Issued Response to Incomplete Letter # DEPARTMENTS: g(D i i nT � \ w din Islon 9 � ,.`-, 4 � 4� Public o s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Approved 1741 Notation: Documents/routing slip.doc 2 -28 -02 PE 1 PLAN REVIEW /ROUTING SLIP DT OA- 0 Fire Prevention Structural Incomplete Approved with Conditions n av-- e ci-(4( Planning Division ❑ Permit Coordinator DUE DATE: 09 -01 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required I No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 09-29 -11 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route Documents/routing slip.doc 2 -28 -02 DEPARTMENTS: Building Division Public Works Complete • PERinf7 COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -307 DATE: 09 -04 -08 PROJECT NAME: PEDERSON HOMES - LOT 2 SITE ADDRESS: 5621 S 141 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # Response to Incomplete Letter # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-09-08 TUESITHURS ROWTING: REVIEWER'S INITIALS: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n u n PlarSnin�Di�isi n Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: DUE DATE: 10 -07 -08 Not Approved (attach comments) DATE: u n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -307 PROJECT NAME: PEDERSON HOMES, LOT 3 SITE ADDRESS: 5621 S 141 ST X Original Plan Submittal Response to Correction Letter # DATE: 06 -02 -08 Response to Incomplete Letter # Revision # after Permit Issued DE N �: � � � BuiPdik Division Public Wor l-r' 4n i4z Complete Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Documents routing slip.doc 2 -28 -02 PERMIT COORD COPY 0' PLAN REVIEW /ROUTING SLIP Fire Prev Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n n No further Review Required DATE: DATE: Planning Division Permit Coordinator Approved U Approved with Conditions n Not Approved (attach comments) n DUE DATE: 06-05-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 07-03-08 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 INITI LS 8 39- 1, l 41-�t� --t Summary of Revision: Pc a[a 4.e hovbe or l o -t' Received by: Kam-o A1L $'1, 0 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: A)0e-307 PROJECT NAME: R.ej `` f� trve - L 3 PERMIT NO: SITE ADDRESS: 511\ S I Scr ORIGINAL ISSUE DATE: "7-2 1 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 Web site: http: //www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # El-- Revision # 4 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: 365 '46j G i If Plan Check/Permit Number: )De ?o 7 /}/e cv Project Name: h Re 7.45 frf �'�,3s7'e - s //Y4. — ,-S,,h ,4= c/_z_ Project Address: , e2 / ,S A17.2 5 71 / (,c/// Contact Person: 604 y S oe G h/ Phone Number:?DD " z / 4 - / 7 e 0 Summary of Revision: 7 Z't D4 G 7e /ALA di/ / S777Ac, 7o Sr' r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: C9 Entered in Permits Plus on C7 - H:WpplicatbsnsWmms- Applications On Line \2010 Applications\7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 NECEIVED CITY OF TUKIMI-A AUG 3 02011 -'EQMrr CENTER Date: 4 3 ° . - - - — Y • City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PEDERSON HOMES Project Address: 5621 South 141 Street Contact Person: Ted Pederson Summary of Revision: 4-7r ChbI$ FGA`p/4775A/5 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: pr Entered in Permits Plus on 09 cl/O \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Plan Check/Permit Number: D08 -307 RECEIVED CITY OF TUKWILA SEP, 014 200 Power egrofEA Phone Number: ZOG cl it 7 - DG 3 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Nationwide Mutual Ins Co acpglo754279631407/10/2011 07/10/2012 $1,000,000.0005 /13/2011 1 NATIONWIDE MUTUAL INS CO ACP7532796314 07/10/2007 07/10/2011 $1,000,000.0005 /18/2010 Contractors or Tradespeople Pier Friendly Page General /Specialty Contractor A business registered as a construction contractor with L81 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. Business and Licensing Information Name SANDS CONSTRUCTION UBI No. 602745876 Phone 2069202593 Status Active Address 21356 Se 271St Pl License No. SANDSC'933M0 Suite /Apt. License Type Construction Contractor City Maple Valley Effective Date 7/20/2007 State WA Expiration Date 7/20/2013 Zip 98038 Suspend Date County King Specialty 1 Concrete Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name HERMENEGILDO,MANNY Role Owner Effective Date 07/20/2007 Expiration Date Bond Information Bond 1 Bond Company Name AMERICAN CONTRACTORS INDEM CO Bond Account Number 100027935 Effective Date 07/10/2007 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $6,000.00 Received Date 07/20/2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Page 1 of 1 https: // fortress .wa.gov /lni/bbip/Print.aspx 07/22/2011 PEDERSON'S CLASSIC HOM PLAN 2960 - TUKWILA LOT 3 ES INC. 27148 12TH AVE S. DES MOINES WA 98198 206.947.0638 DESIGNER BROBST DESIGN WORKS 1708 187TH AVE NE BELLEVUE WA 98008 CONTACT: DAN BROBST 206.409.6690 STRUCTURAL ENGINEER JENSEN ENGINEERING, PLLC, 1204 5TH ST KIRKLAND WA 98033 425.466.4693 CONTACT: BETH JENSEN REVISI ONS PLAN DESCRIPTION FLOOR AREA: BASEMENT LEVEL: MAIN LEVEL: UPPER LEVEL: TOTAL: 357 S.F, 1315 S.F., 1288 S.F.. 2960 S.F. GARAGE: BACK COVERED PATIO: FRONT DECK: FRONT PORCH: 525 S.F. 140 S.F. 168 S.F. 56 S.F. BUILDING CODE / ENERGY COMPLIANCE 2006 INTERNATIONAL RESIDENTIAL CODE 2006 WASHINGTON STATE ENERGY / VIAQ SINGLE FAMILY RESIDENCE WOOD FRAME STRUCTURE BASEMENT SPACE FOUNDATION DETACHED RESIDENCE WITH ATTACHED GARAGE ISSUE 1.19.08 - ORIGINAL PERMIT SET ISSUE COVER SHEET SHEET Al SHEET A2 SHEET A3 SHEET A4 SHEET A5 SHEET A6 SHEET A7 SHEET E1 SHEET E2 SHEET AD1 SHEET S1 SHEET S2 SHEET S3 SHEET N..1 SHEET N..2 SHEET INDEX PLAN INFORMATION FOUNDATION PLAN 8c MAIN FLOOR FRAMING PLAN BASEMENT & MAIN LEVEL FLOOR PLANS UPPER FLOOR FRAMING; PLAN UPPER LEVEL FLOOR PLAN ROOF FRAMING PLANS ELEVATION S SECTION BASEMENT 8c MAIN LEVEL ELECTRICAL PLANS UPPER LEVEL ELECTRICAL PLAN ARCHITECTURAL DETAILS STRUCTURAL NOTES STRUCTURAL DETAILS STRUCTURAL DETAILS ENERGY COMPLIANCE / NOTE SHEET GENERAL MOTE PAGE SEPARATE PERMIT REQUIRED FOR: Mechanical VElectrical V lumbing I.� Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit Noe Plan review approval is subject to errata and omissions. Approval of construction documents ordinance. Receipt the violation of any adopted of approved conditions isadmowtedged: BY Ni G C COMPLIANCE so, 1A_10 4A? It. City of Tukwila BUILDING DIVISION r REVISIONS N o changes shaft be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. S RECEIVED CITY OF TUKWILA JUN 0 2'2008 PERMIT CENTER DLSial\J W ?K N■ ® O 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 z (in w O U oo ci) —J Or) U Z 0 w 0 w (a. 1/4".=v-o" COMPUTER ALE NAME SHEET MA WR co a (.1 CO 0) 00 C!) z 0 2 0) LI 0 Cn I zt cq SCALE ';t, 1.1 9.08 DATE TUKWILA LOT 3 - E COVER c \ \ c \\ vi r CRAWL SPACE W/ 6 MIL BLACK POLY, V.B. SEE NOTE THIS PAGE FOR VENTING REQUIREMENTS TOP OF WALL 8'-9 1/2" ABOVE SLAB _J VA% 36 TOP OF WALL ir-9 AB — 1 L TYPII I I 4" CONC. SLAB ON GRADE - W/ FIBERMESH REINFORCEMENT _01 Z-QRAVEL BASE '0/ ir MIL - POL - Y. - V.B PROVIDE R-10 RIDGID MSULATION 4'-0" WIDE 0 PERIMETER 12'-6" r d SLAB LEVEL 4-0" A v 4 LONC. PORCH SLAB AOVE OVER COMPArE1 FILL / GRAVEL PRO IDE FO TING DRAIN AT BiYITT r — 4 SIM 4" CONC. PORCH SLAB ABOVE OVER COMPACTED FILL / GRAVEL PROVIDE FOOTING DRAIN AT BOTTOM " /// / ri'"771"W r / /// HDU5-SD" 2.5 s- 0 HDU5-SrA2,5 TYP HDU5-SD 2.5 HDU5-SD 2.5 bJ TOPLQI WALL V-8" ABOVE SLAB 2'-4 1/2' 11' 0" TYR 7 cog. =NG PT 6x6 HF#2 POST 36"x36"x12" DP. CONC. FTG. W/ (5)#4 EA. WAY 4" CONC. SLAB ON GRADE W/ FIBERMESH REINFORCEMENT 0/ 2" GRAVEL BASE 0/ 6 MIL POLY. V.B. 1 SLOPE 1/4" PER FOOT TOWARDS DOORS 16'-3" 21'-0" 30'. 0" 36"x36"x12" DP. CONC. FT W/ (5)#4 EA. WAY 4x4 DF#2 POST W/ CCQ CAP AND ABE66 BASE A (0 S3 2'-4 1/2' 12'-0" 00 co 0 0 Lt) Cs4 1 O'-O" TYP 7 00 HD 8-SDS2.5 HD8-SDS2,5 TYP HD1J8-SDS2.5 HD 8-SDS2.5 FOUNDATION PLAN 40'-0" Sll NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of IA" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) PT 4x4 HF#2 POST ABOVE PT 4x4 HF#2 POST ABOVE WALL HEIGHT NOTE: ALL WALL HEIGHTS ARE REFERENCED FROM THE SLAB OF THE HEATED AREA OF THE BASEMENT. VENTILATION: PROVIDE 1 SQFT. VENTILATION PER 150 SQFT. UNDER FLOOR AREA 296 SQFT UNDERFLOOR AREA / 150 = 1.97 SQFT. VENTILATION REQUIRED 1.97 SQ FT VENTING REQUIRED / .6042 SQ FT PER VENT = 3.2 TOTAL NUMBER OF 16"x6" WOOD RIM VENTS REQUIRED PROVIDE A MINIMUM OF (4) 16)(6" FND VENTS (NET VENTING AREA OF 14,5x6 = 87 $Q IN OR .6042 SQFT) BEARING WALL /..91 V 0 7 MEM MUIR.. M 'ivy g A mOV 2i 2x4 STUDS , r / 4 A 111v A .A. EMMEMMErAINOMMEMNIOMMMUMW W7,7 7 V' r A Avv. Av/AA Fil Ar A "4...",..il rvvwwj 7.7„/Zif/ SIM p e ,„ fr o , PL PL PL A VE A VE_ VA wo T.. I , : ' " k G WALL r A nrip: J _-__..:.------ _J_ _I - CORDER TRUSS _A „m m- or PL PL A VE A VE GIRDER TRUSS A 410 D0O OADS CARRIED (3)2x6 STUDS H ALIGN TRUSS W/ SHEARWALL AT CLOSET x6 STUDS (2) 2x6 HDR OR 4x6 HDR SEE FND. PLAN SIM SEE FND. PLAN SEE FND, PLAN SEE FND. PLAN I I I (3x6 St99S ALL PT 6x6 HF#2 POST SI I■AA L. FACT ED 0 N WEE OR T JSSES 24" Q.C. PR VIDE SLEE OPE 1 " PER FT. 3/41 PLYWOOD SHEATHINpi W/ I I EITOMEt DE COVTG PSL 5-1/4x14 (FLUSH) OR GIRDER TRUSS HEAD BY GIRDER TRL S I I I I (2)2x6 STUDS MAIN LEVEL FLOOR F MING PLAN TC28 MSTC28 MSTC28 PT 4x4 HF#2 POST 0) L SEE FND. PLAN SEE FND. PLAN SEE FND. PLAN SEE FND. PLAN C E COMPLIANCE APPRO \ 1 TO Oilultwil 0011AG 006 30 RECEIVED CITY OF TUKWILA JUN 0 2 2008 PERMIT CENTER FRAMING NOTES: 1, TYP. JAMB STUDS = 1 TRIMMER + 1 KING STUD U.N.0 ON PLAN. (2) OR (3) STUDS INDICATES NUMBER OF TRIMMERS REQUIRED. 2. EXTERIOR WALLS - 2x6 0 16" O.C. INTERIOR BEARING WALLS - 2x6 @ 16" '0.C, NON-BEARING INTERIOR WALLS - 2x4 © 16" O.C. BALLOON FRAMED EXTERIOR WALLS - 2x6 (112" 0.C. NO SPLICES DKCAIST DLS1CiN W9KK5 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 REVISED D, B. DATE DRAWN 1 /4 SCALE 1.19.08 TUKWILA LOT 3 - P COMPUTER FILE NAME Al SHEET NUMBER rzzo, rim; "frit rzz,,, emmas wzrzeze rime wiz,z, ifietArgezzA roxit zozomefie r, A war:1 rirezrzzgto: ezeiz, ozw 0 � 0 1 CRAW. SPACE j zzol //,���',:' i%� ' %� %%/ w,,7/ Off%% GAS GAS 1 FURNACE ?vvvck /1 " "r" h 1 0 I °iii ►, Y pw � 7' -10 6' -11 4' -3" ri Iv '"' ! It 1„ ro 16 -0x7 -0 OHDI ' -4 1/2' 6' -0" 5 -Ox -O XO 6 "0" 7' -O" Co PIPE BOLLARD 1 -3/4" SOLID-CORE TIGHT FITTING DOOR 1N/ 20 MINUTE MIN.. RATING IRC R309.1 GARAGE CON C 5/ &" TYPE "X" G.W.B. ON ALL WALLS AND CEILING, WRAP EXPOSED POSTS AND BEAMIS, - Co CO CNI MUD1 ROOM © 110v 1' -4" 2'-l" ' 2 -4 c`s1 a 0 1 1Ov BEDROOM 4 C: c V N ' I BATH 3 TBI W3,7/ff070:Mei 'L 4 1/2' 16' -3 " 21' -0 CONC. PATIO ABOVE a P 12' -0" F \ r 40 -0 MAIN LEVEL FLOOR PLAN FIRE BLOCKING NOTE PROVIDE FIRE BLOCKING AT THE FOLLOWING LOCATION% - AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. - IN CONCEALED SPACES OF STUD! WALLS AND PARTITIONS INCLUDING FURRED SPACES AT 1HE CEILING AND FLOOR LEVELS AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL - IN CONCEALED SPACES BETWEEN STAIR' STRINGERS AT THE TOP AND BOTTOM OF THE: RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHEC -IN OPENINGS; AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS THAT AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS, - AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACT)R' 1 BUILT CHIMNEYS; 40' -0" ELECTRICAL PANEL FRAMING NOTE: AT ELECTRICAL PANEL, PLACE (2) FULL, HEIGHT STUDS ON EITHER SIDE OF BLOCKOUT. WALL TOP PLATES TO BE CONTINUOUS OVER BOX BLOCKOUT AND SUPPORT STUDS. MAX. BLOCKOUT OPENING; WIDTH IS 16 ". (ACTUAL R :O. 14.5") FLOOR AREA :: BASEMENT LEVEL: MAIN LEVEL: UPPER LEVEL: TOTAL: 357 S.F. 1315 S.F. 1 288 S.F. 2960 S.F. GARAGE: BACK COVERED PATIO: FRONT DECK: FRONT PORCH: 525 S.F. 140 S.F. 168 S.F. 56 S.F. N • 0 CD 9 1 • N Co 1 N) SHEATHING NOTE: SHEATH AND NAIL ALL EXTERIOR WALLS AS A TYPE WALL, UNO FRAMING NOTES PROVIDE 2x BLOCKING AT THE FOLLOWING LOCATIONS: KITCHEN CABINET BACKING @ 6' -10" CENTER LINE: HANDRAIL BACKING 0 32" CENTERLINE TOWEL BAR BACKING @ 52 "' CENTERLINE TOILET PAPER BACKING ® 26 "x26" B-VENTS CO 1 r7 0 ru 2' -10" 2' -7" PIC V 8: -0x6- i w 7 -0 DW KITCHEN PROVIDE 2x: CAB. BACKING @I 82" AT ALL UPPERS 2 -4 4' -11" 6 -0x8 -O MAIN LEVEL FLOOR PLAN RANGE W/ VENT HOOD! 100 CFM MIN. 36" HALF WALL MFD. GAS BURNING F.P. INSTALL PER MFR'S INSTRUCTIONS AND CODE. SGD (SG) GREAT ROOM COVERED DECK. WOOD W/ ELASTOMERIC COVER 36" HIGH GUARDRAI C-6" 21' -0" FIRE BLOCKING NOTE PROVIDE FIRE BLOCKING AT THE FOLLOWING LOCATIONS: - AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND! HORIZONTAL SPACES. - IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS AND AT 10 FT INTERVALS BOTH VERTICAL AND HORIZONTAL - IN CONCEALED: SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG: AND IN LINE WITH! THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHEC -IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS; FIREPLACES AND SIMIIlAR OPENINGS THAT AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. - AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. 6 -Cx6 -0 X0' 40' -0" %�/ r,% N / / /// 5' -7" 10" 5' -O" 40' -0" DINING 10" FURR DOWN AT HATCH, TYP. Bak � j: ....iiii _ 16" '{ISE 7' 0 � �rrrrrrr rrrrrrrorrrarrr rorrorarrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr / i 0. 1 10v / " 6 -0 , UP 7 -9/16 RI 1 1 Ov LO UP E 1I2'- 0" R &S DEN 1 5 -Ox € -O XO 9 RI I E 2'-8" I I I I I I I I S 6' -0" COVERED PATIO CONC - 9/16 RISC 10" RUN rer) 2 -4 AOl 10' -0" 7' -4" PDWR DN - 8 RISERS COVERED PORCH CONC 3' -6 S / 7' -0" PORCH IS TO BE FLUSH W/ BOTTOM OF TH RESHOLD AND IS TO SLOPE NO MORE THAN 1 /4" PER FOOT AWAY 0 O X LO b�937 0 1 0 \ \ \ 1 Co NOTE: (SG) DENOTES SAFETY TEMPERED GLASS DENOTES MIN. 50 CFM EXHAUST FAN., UNO ALL FANS MUST VENT TO THE OUTSIDE RECEIVED CITY OF TUKWILA JUN 0 2'Z008 PERMIT CENTER 0 1 1 Ov DENOTES SMOKE DETECTOR LOCATION ALL SMOKE DETECTORS TO BE! 11 DV. INTERCONNECTED WITH BATTERY BACK-UP bK DE.SiON W ?KKS 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 Cr, H CD 0 CO J� < J 0.- Y F— (-5 (/) J U z 0 (/) uJ a w 0 REIT5ED D.B. Z W 0 DRAWN 1/4"=t-o" SCALE 1.19.08 DATE TUKWILA LOT 3 - COMPUTER ALE NAME A2 SHEET NUMBER' co C'D 0 N 0 00 0) a) U) Ui Z 0 Ui VJ H- CV 00 N is i An A • r i 1 ; _ ■ = =• 1 , . E.'ING W L is TYP' (6 I I ODE"' RUSS II -1 II 12 TRAP I SOLID 2 BLOCKING CON ( I ()LI N W/ SF-EARWA_L) It I I J L_ V j (6 i I BEA "I G WA / o ArA TYP / /„/ N S3 CNI g N i r5 GIRDER TRUSS MSTA491 STA4 G YP MSTA491 MSTA49 V) • (2) 2x6 HDR OR 4x6 HDR TYP IN II� ■ • II I II II I I �_ I L (3) 2x II STUD I I II 5- 1/4x9 -1/2 PSL. HDR (2) 2x6 STUDS TYP P 4SiU L_ II u 4x9-12 HDR (2)1 2x6 STUD: (3); 2x6 STUDS M W 5 -11/ I I I AY A x9 -1/2 PSL HDR M STC4D / 4 STU II II II III II H // // I // I / II Cn. Cr): CC: W. Ni- t( Cr) (3) 2x6 STUDS GIRDER TRUSS MSTC66 MST :FARING WALL' 40 GIRDER TRUSS GIRDER TRUSS BEARING WALL TYP 2x6: STUDS 0 112" 0.0. BALLOON FRAME, FULL HT. STUDS - NOG SPLICES (3) 2x6 STUDS (3) 2x6: STUDS 6x12 DF#2 HDR OR 4x10 HDR II II CO N PT 6x6 HF #2 POST; W/ AC& CAP MSTA49 MSTA49 MSTA49 Alek G YP MSTA49 0 (3) 2x6 STUDS v CL Cr) 0 Cr) 0 RECEIVED CITY OF TUKWILA JUN 0 2 2008 PERMIT CENTER FRAMING NOTES: 1. TYP. JAMB STUDS = 1 TRIMMER + 1 KING STUD U.N.O: ON PLAN. (2) OR (3) STUDS INDICATES NUMBER OF TRIMMERS REQUIRED. 2.. EXTERIOR WALLS - 2x6 @ 16" 0.0. INTERIOR BEARING WALLS - 2x6 ® 16" O.C. NON- BEARING INTERIOR WALLS - 2x4 © 16" O.C. BALLOON FRAMED. EXTERIOR WALLS - 2x6 ® 12" O.C. NO: SPLICES bKTh3T DtSiIGN W9KKS 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 1 • D,B, U Z cn w O (i) U v� J U z O U uJ 0 w i REVISED; DRAWN 1/4"=V-0" SCALE 1.19.08 DATE TUKWILA LOT 3 - P COMPUTER FILE NAME A3 SHEET NUMBER co 0 d' 0 oo C) EC; U �� ) p L.L. z 0 U) LLB Cfj 0 LU I I-- N 0O d' N N 5' -10" A 11J' -2" 5 -Ox BEDROOM 2 5 -0x4 -6 XO 4 -6 XO 5-4 "' 0 110v re 0 3 ,_ 3 " y - 0x3 -O. SH 2 '-6" 1 6' -0 21' -5 1/2" SHEATHING NOTE: SHEATH AND NAIL ALL EXTERIOR WALLS AS A TYPE WALL, UNO FRAMING NOTES PROVIDE 2x BLOCKING AT THE FOLLOWING LOCATIONS: KITCHEN CABINET BACKING @ 6' -10" CENTER LINE HANDRAIL RACKING 0 32" CENTERLINE TOWEII BAR BACKING 0 52" CENTERLINE TOILET PAPER BACKING 0 26 "x26" 3 >_ 5 -6 X01 3 - 0 40' - 0" 10 - 10" 5 -0x4 -0 XO (SG) 6 -0 SOAKER TUB J 7 -3" ///�/� /O/0A 7, 2 -6 n 42" 6 n 0 " 4 -0x3 7'-3" 6' -5 1/2" 6 -0x4 4' -6 1 /2" 6 XO PIIC 4- 0x3 -0 PIC FIRE BLOCKING NOTE PROVIDE FIRE BLOCKING AT THE FOLLOWING LOCATIONS: - AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. - IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS AND All 10 FT. INTERVALS BOTH VERTICAL ANDI HORIZONTAL - IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP' AND; BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN. OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHEC -IN OPENINGS AROUND. VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES; AND SIMILAR OPENINGS THAT AFFORD PASSAGE FOR' FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. - AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. 7 R_ 6 » 8 " 1' -6" BEDROOM 3 5 -0 TUB /SHWR FAN VTOS MST. BATH BONUS ROOM 36" HALF WALL MASTER SUITE 8' -3 1 /2" 7'-0" bD B3O1 fi A NC W t �MpL1 D EQ 144 - 0000 ODIN 05.01A RECEIVED CITY OF TUKWILA JUN 0 2 2008 PERMIT CENTER DENOTES MIN. 50' CFM EXHAUST FAN., UINO AILL FANS MUST VENT TO THE OUTSIDE a 110v DENOTES SMOKE DETECTOR LOCATION AILL SMOKE DETECTORS TO BE 110V. INTERCONNECTED WITH BATTERY BACK -UP PLUMBING NOTE: CLOTHES WASHER AND DISH WASHER MUST BE INSTALLED WITH WATER- HAMMER PREVENTION DEVICES. bKTh3T DLSMN W ?KKS 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 M 17— O 0 (0 < C\J Z J 0._ H REVISED D.B. DRAWN 1 /4 " =1 - 0 " SCALE 1.19.08 DATE TUKWILA LOT 3 - P COMPUTER FILE NAME A4 SHEET NUMBER' wz > < J WO CL 0 LL. bK9b5T D WIN W©K'CS • • • 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 M F — c, 0(0 0, < CN J REVISED D.B. DATE A5 DRAWN 1 /4"=V-0" SCALE 1.19.08 TUKWILA LOT 3 - P COMPUTER FILE NAME r / PT 6x6 HF #2 POST W/ ACE6, TYP ® EA. PORCH POST • A CONT. PLYWOOD' ROOF TO BOTTOM OF FLOOR TRUSSES, TYP. 2x8 LEDGER W/ (4)16d 0 16" O.C., 1TYP'. & 16d ® 4 "' O.C. TO 2x BLKG BETWEEN STUDS SIM (3)2x6 STUDS LOWER ROOF FRAMING PLAN LSTA15 (2) 2x61 HDR LSTA15 Al A r A 1 111 / i,V PSL 5-1/4x11-7/8 8 2x8 HDR x8 HD TYP (3)2x6 STUDS PT 4x4. HF #2 POST W/ ACE4, TYP 0 EA. PORCH POST 2x6 ® 16" O.C, EXTERIOR WALLS TYP., UNTO. 2x4 ® 16" O.C. INTERIOR NON - BEARING WALLS TYP.,. UINO i0 00i 'VW 4W/4r4 ti APT % i. I i / MSTA36 MSTA36 Jv /-111111 /Ai iiaia/ iooioaii iiciioiaiiaioiaa / LSTA21 / Ai LSTA21 I•I GABL R 4x10 HDR HDR OR 4x6 HDR GIRDER TRUSS HDR HDR x6 MR, OR 4x6 HIDR p � GABLE END 1 MSTA3 RJ -Ir 111.1111I - (3)2x6 STUDS TYP TYP DS DS Nalr TYP' ATTIC VENTILATION: UPPER ROOF FRAMING PLAN MINIMUM ATTIC VENTILATION SHALL BE 1/300 OF THE ATTIC PLAN AREA. UPPER VENTING SHALL BE PROVIDED BY ROOF JACK VENTS VENTS LOCATED A MINIMUM OIF 3 FEET ABOVE THE SAVE VENTS. EACH JACK VENT PROVIDES .347 SF OF VENTING PER JACK LOWER VENTING SHALL BE EAVE VENT BLOCKS W/ (3) 2" DIA SCREENED HOLES PROVIDING A NET VENT AREA OF 9.42 SQIN., =0.065 SQ FT & AF -50 ROOF JACKS LOCATED A MAX. OF 2' -11" ABOVE THE EAVE VENTS. EACH JACK VENT PROVIDES .34 SF (50 SQ. INCHES) OF VENTING PER JACK 1302.0 SQ. FT ATTIC AREA / 3001 = 4.34 SOFT VENT'G REQ'D 2.17 SQFT., OF VENT'G TO BE PROVIDED: BY SOFFIT VENTS AND 2.17 S.F BY GABLE VENTS. 2.17 SQFT., / 0.34 SQFT PER JACK VENT = 6.4 (7) ROOF JACK VENTS REQ'D 2.17 SQFT., / 0.069 SQFT PER SAVE: VENT = 31.45 (32) EAVE VENTS RE @'D TYP H1 HURRICANE CLIP ON EA. TRUSS, EA. END TYP (3)2x6 STUDS CONT; METAL GUTTERS i imCONT: METAL GUTTERS TYP DDS - 3o7 R CN en x 1 RECEIVED CITY OF TUKWI JUN 0 2'2008 PERMIT CENTER FRAMING NOTES: 1. TYP.. JAMB STUDS = 1 TRIMMER + 1 KING STUD U.N.O ON PLAN. (2) OR (3) STUDS INDICATES NUMBER OF TRIMMERS; REQUIRED. 2. EXTERIOR WALLS - 2x6 ® 16" O.C. INTERIOR BEARING WALLS - 2x6 ® 16" OIC. NONI-BEARINIG INTERIOR WALLS - 2x4 0 16 ' 0.C. BALLOON FRAMED EXTERIOR WALLS - 2x6 @ 12" O.C. NO SPLICES SHEET NUMBER' EAST ELEVATION t0 S ' t� vi 7 3 7 TOP' OF PLATE WINDOW HDR CAL �l C CO ``r TOP' OF PLATE WINDOW HDR FLOOR LINE TOP' OF PLATE WINDOW HDR R FLOG" LINE BASEMENT SLAB 2x8 BAND W/ "Z" FLASHING COMPOSITION ROOF SHINGLES 1x4 PRE-PRIMED TRIM 0/ 2x8 PRE - PRIMED BARGE BOARD 1x3 BATTENS 0/ HARDIPANEL SIDING 5/41x6 HEAD TRIM W/ 5x4x4 SIDE AND STOOL OPT., 2x3 WINDOW SILL PROVIDE 15' BEVEL TO SILL 5/4x4 CORNER BOARDS CONTINUOUS METAL GUTTERS HARDIPLANK SIDING 8" MAX. EXPOSURE SITE BUILT COLUMNS CULTURED STONE VENEER SOUTH ELEVATION NORTH ELEVATION OPENING BETWEEN BALLUSTERS TO BE LESS THAN 4 ", 1YP. RECEIVED SEP 04 2008 PERMIT CENTER bK 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 REVISED w 0 U Ci) Cr) J U u� z 0 cn w 0 Lil CL DRAWN 1/4"=V-0" SCALE 1.19.08 TUKWILA LOT 3 - E COMPUTER FILE NAME SHEET NUMBER FIRE BLOCKING NOTE PROVIDE FIRE BLOCKING AT THE FOLLOWING LOCATIONS: - AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. - IN CONCEALED SPACES OF STUD WALLS AND PART111ONS INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL - IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHEC -IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS THAT AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. - AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. . INSULATION NOTE: REFERENCE SHEET N1 FOR ALL INSULATION TYPES AND U- VALUES 4" TIGHTLINE DRAIN FROM ALL DOWNSPOUTS, CONNECT TO APPROVED STORM DRAIN SYSTEM ' P � �. �. � � �. �. �. �. � � �. � � �. � � �. � � �. � � t. .. �. �. �. � i � i � � �. � � � � v I I � �. � i � � � A. � � �. �. �. � � 1 � � i �. � � � � �. �. � i �. �. � A. � A. �. � i � A� �. �. � A. �. �. �. �.1. �. � � � � � � � � r. � � � �� � , KITCHEN R -30 INSULATION GREAT ROOM 4 r t�t�t -Arj ' to. t-Ar----1,%; ---- Ar'itiVIt T t VII ,j /�t�t�Al' 't' t''I jv t�tjij /� t� " 1,1 11 tIt�t�t�t I��r�t�t�M 1 t�t�t�t�t / Vet/ tit /tl /FIt� /��It I I I!!! I III !! I I !! I I I FA AIP L'I ■ 1/2" DRYWALL © CEILINGS 1/2" DRYWALL ® WALLS, BEDROOM 2 7 20" OPEN WEB FLOOR TRUSSES SPACED PER PLAN BEDROOM 3 1 11 =111- 111 =111 -11 CARDBOARD BAFFLE, TYP. AT EA. VENT BLOCK GRADE, SLOPE AWAY 4" PERF. DRAIN PIPE W/ DRAIN ROCK AND FILTER ROOF CONSTRUCTION ;1111 1 ; 1 111= II1 -. ; 1 117_ l l =III: i 1 =1 6 MIL POLY VAPOR BARRIER COMPOSITION ROOF ON 30# FELT o/ 7/16" OSB" 2X RAFTERS OR PRE - MANUFACTURED TRUSSES o/ R =38 INSULATION o/ 1/2" G.W.B. PREMANUFACTURED ROOF TRUSSES SPACED PER PLAN SECTION AA R -38 INSULATION 1 11 -1 11 - 111 = 1 11 -1 1 =1 1 _ - 1 1 1 - 11 1 - 1 11 � � - 11 1 2x6 OVERFRAME =1I - III; EXTERIOR WALL CONSTRUCTION SIDING a/ 14# FELT a/ 1/2" RATED OSB o/ 2x6 STUDS PER PLAN R=21.0 INSULATION w/ V.B. o/ 1/2" G.W.B. FLOOR CONSTRUCTION FINISH FLOOR o/ 3/4" T & G PLYWOOD o/ JOISTS PER PLAN a/ R =30 INSULATION ABOVE NON- HEATED AREAS TOP OF PLATE WINDOW MDR FLOOR LINE TOP OF PLATE WINDOW HDR TOP OF PLATE WINDOW HDR GARAGE DOOR BASEMENT S ;B ca 07 0 m STAIR CONSTRUCTION 2x12 STRINGERS 1 -1/8" PLYWOOD TREADS 1/2" TYPE X GWB @ USEABLE SPACE UNDER STAIRS FIREBLOCK BETWEEN STUDS ALONG RUN AND @ MID POINT BETWEEN STRINGERS bo RECEIVED CITY OF TUKWILA JUN 0 2 ZUUU PERMIT CENTER bKS?bST D[S1GN WKKS 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 REI4SED D,B. z Ci) w 0 U (i) C') (1) U Z O N ce w 0 w a DRAWN 1/4 0" SCALE 1.19.08 COMPUTER FILE NAME A7 SHEET NUMBER Z 0 F-- U W (/) co co 0 C�) 0 oo 0) CO 0) CI) LU z_ 0 LL! Uri a LU F- 00 CV DATE TUKWIL LOT 3 - E ELECTRICAL LEGEND $ STANDARD SWITCH 4 SPECIAL PURPOSE CONNECTION $ 3 TWO -WAY SWITCH ® EXHAUST FAN (MIN 50 CFM.) $ D DIMMER SWITCH CEILING MOUNT FIXTURE m MULTI -MEDIA JACK RECESSED CAN REMOTE BUTTON F FLUORESCENT WALL MOUNTED FIXTURE THERMOSTAT WALL MOUNTED FIXTURE j DOOR BELL RINGER n n, 30" BAR LIGHT o PHOTO -EYE AT GARAGE DOOR ,P n n n n, 54" BAR LIGHT AC AIR CONDITIONER HOOK -UP .n C ilOv S.D. SMOKE DETECTOR W/ BATTERY BACK -UP t) i UNDER CABINET LIGHTS 8 110v DUPLEX OUTLET OMBO FAN / LIGHT COMBINATION 220V OUTLET di)GFI 110v GFI DUPLEX OUTLET di HALF -HOT DUPLEX OUTLET WP WEATHER - PROOF DUPLEX OUTLET MOUNT FLUOESCENT FIXTURE dib SURFACE WP WEATHER -PROOF 220v. OUTLET 4 SPECIAL PURPOSE CONNECTION re / //%//////////////%///////// O/////// r%%%/%%////// r%%%%%%%///%%////%%% %%%%% %/ / // /%% % / / / / % / / / % % % / / // /// % / / / / / / / / / / / % %/ / / / / / / / /%� / 6 i // iii ..../i" iiiii�iiii///i/ii�/iiiii BATH 3 MUD ROOM BEDROOM 4 CONC, PATIO ABOVE /// TO SWITCH ABOVE / / / /tiff /,/ GAS W.H. CFI +42" GAS FURNACE GFI +42" GARAGE 0.H.D OUTLET OPT. OPENER N MAIN LEVEL ELECTRICAL PLAN 6 DENOTES MIN. 50 CFM EXHAUST FAN., UNO ALL FANS MUST VENT TO THE OUTSIDE 0 1 1 Ov DENOTES SMOKE .DETECTOR LOCATION ALL SMOKE DETECTORS TO ! BE 110V. INTERCONNECTED WITH BATTERY BACK -UP TO LIGHTS AT PORCH NOTE: ANY RECESSED LIGHT FIXTURE IS TO HAVE PROPER PROTECTION SO THAT THE FIXTURE WILL NOT BECOME OVERHEATED OUTLET IN UPPER CAB. FOR FAN // / o / A IU' 111161Mna 111 KITCHEN COVERED DECK 111 Aar COVERED PATIO _IGHTS BELOW GFI WP i COVERED PORCH MAIN LEVEL ELECTRICAL PLAN TO LIGHTS BELOW bOB 3O RECEIVED CITY OF TUKWILA JUN 0 2 Z008 PERMIT CENTER bK9b5T DCSIGN 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 M H 0 co O 0) <c'J Z REVISED D.B. DATE U Z cf) w O U C,) U C,) 0 N w 0 w a DRAWN 1/4"=1'- 0" SCALE 1.19.08 TUKWILA LOT 3 P COMPUTER ALE NAME E1 SHEET NUMBER � Clj W z W J J� Z J QQ m() 06Ce F— w � J m W riK9ELST DL.SIGN WQKKS M F 0 CO O < J CL H REVISED D.B. DRAWN 1 /4 " =1' -0" SCALE 1.19.08 DATE 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 ci CJ) ° W � 0 O °° Cf) (,) W J U Ci) o cri 0 cn LU 0 LU 0. TUKWILA LOT 3 - P MASTER SUITE L J UPPER LEVEL ELECTRICAL PLAN b°8 307 RECEIVED CITY OF TUKWILA JUN 0 2 2008 PERMIT CENTER DENOTES MIN. 50 CFM EXHAUST FAN., UNO ALL FANS MUST VENT TO THE OUTSIDE 0 110v DENOTES SMOKE DETECTOR LOCATION ALL SMOKE DETECTORS TO BE 110V. INTERCONNECTED WITH BATTERY BACK -UP --7 PLUMBING NOTE: CLOTHES WASHER AND DISH WASHER MUST BE INSTALLED WITH WATER - HAMMER PREVENTION DEVICES. COMPUTER FILE NAME E2 SHEET NUMBER SIDING PER ELEVATIONS OSB SHEATH OSB SHEATH s r HEADER I I I I I II I I II II II ii II L r: �� V LL b K 9 UST CJ Dt �..S1GN W KKS NI 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 —� I ° � � °I ' �" 1, -9„ ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 12" WIDE AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS INSIDE OF „ (2) 1/2 LAG BOLTS TUCK FLASHING UNDER SIDING PRODUCT GAP (VARIES) PER TYPE OF SIDING WITH THE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL, EXTEND THIS SILL STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH OPENING FOR WINDOW. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST - RESISTANT STAPLES. OPENING AT LEAST 12 WIDE WTH INSIDE. EDGE OF FLASHING EVEN WITH EDGE OF WINDOW OPENING. START JAMB STRIPS 1" BELOW THE SILL STRIP AND EXTEND JAMB STRIPS 6" ABOVE THE LOWER EDGE OF THE HEADER TOP OF WINDOW OPENINGS. PLUG BOLT HOLES, TYP. 1" MIN. SEE SIDING SPECIFICATIONS SLAB ON GRADE - SLOPE PER PLAN ; • � • • .. 1 b N N' j 1 1 2" CHAMFER i TYP., AS SHOWN (2) 1 /2" LAG BOLTS ' 4x4 CEDAR FORTIFIBER SK FLASHING "SUPER so "' 1 HOUR PERMEABLE BLDG. PAPER ` j ;" tl a X --: -- - - -rp- -- r- - - -r -r f 1∎._ >< X X . ;� . f li a° iill — 1 3 u1 - - L1T 11� – Id – H I�-__ - �1 – IlI – L 1T Il – � – , „ Ii –I I -1 .r T-= i II T[n,DI NERVASTROL OR CORROSION RESISTANT 15# FELT ��r.rf WINDOW FLANGE " , STRUCTURE PER ENGINIEER (2) 1 2" LAG BOLTS LAGS INTO SOLID BLOCKING, TYP. 5/4x4 CORNER BOARDS SIDING PER ELEVATIONS 0.S.13 SHEATHING 2 J METAL 26 GA. FLASHING 0/ INSTALLED BETWEEN CONCRETE AND WOOD. EXTEND FLASHINGUP WALL FRAMING AND ONTO CONCRETE FOUNDATION a ° G - '� - –11J–M11 l41IInii =� � 1 T APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING WITH FLANGES OVER THE INSTALLED FLASHING STRIPS, AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE, THIS IS ANOTHER STRIP OF FLASHING AT LEAST 12 WIDE. STARTING WATER RESISTANT EXCESS THE SILL DIAGRAM COURSES FLANGES AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY PAPER UNDER THE SILL STRIP. CUT ANY WATER RESISTANT PAPER THAT MAY EXTEND ABOVE FLANGE ON EACH SIDE OF THE OPENING, (SHOWN IN AS SHORT DASHED LINES), INSTALL SUCCEEDING OF WATER RESISTANT PAPER OVER JAMB AND HEAD IN SHINGLE -BOARD FASHION. Al KNEE BRACE 3 /4” = 1' B PORCH SLAB TO WOOD CONNECTION 3 / 4 " = 1' C C ORNER TRIM DETAIL ,_,�� _ 1 1-1/2" = 1' D WINDOW FLASHING DETAIL NONE IC.I AI ?7148 12TH AVE S. DES MOINES WA 98198 206.947.0638 SIDING PER ELEVATIONS SIDING PER ELEVATIONS FLUE PIPE INSTALLED PER CODE 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT "Z" FLASHING � ,_� ' '' I I s, ll �� . ill u THERMAL EXPANSION TANK PER UPC CODE 6083 HEAD TRIM -- WINDOW PER PLAN — '' ""�� 1" CLEARANCE ABOVE FLASHING '"Z "RFLASHING ESISTANT % 4" MIN, 12" MAX. INSULATED FLEXIBLE WATER CONNECTION WOOD STUDS & 1/4 "x2 -1/2" LAG BOLTS GYPSUM WALL BOARD • 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT "Z" FLASHING y TRIM BAND PER ELEVATIONS – �-- ---- -� OSB SHEATHING I 's, I Ii UPPER STRAP TO BE LOCATED WITHIN / r GARAGE DOOR .r � TOP 1 /3 OF TANK % � D / � �11�_�;1 11� AIIMIKWIIKIAIIIIPIIAMIIVAIIIAIMIKO / `=__ 1'1 2x4 CAP TRIM W/ 15 BEVEL 1x4 SHADOW TRIM LISTED AND RECOGNIZED SESMIC STRAPPING APPROVED AND RECOGNIZED SEISMIC STRAPS WATER HEATER WATER HEATER BOTTOM STRAP TO BE LOCATED WIT THE MAINTAINING 4" CLEARANCE ABOVE CONTROLS. STOP BLOCK 2x TRIM, RIP TO FIT 5/4x4 TRIM HORIZONTAL LAP SIRING O.S.B SHEATHING 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT Z FLASHING 1 2x12 BAND TRIM EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES INSULATED FLEXIBLE WATER CONNECTIONS � CONC. SLAB ^�\ limo BELLY BAND PER ELEVATIONS 1 '1 tlL ALL TRIM BOARDS TO BE PRE- PRIMED MATERIAL _ , FLASHING IS REQUIRED ABOVE ALL ALL PROJECTING EXTERIOR TRIM _ pi E EDGE DETAIL @ GARAGE DOOR 1-1/2" = 1' F "Z" FLASHING DETAILS 3/4" = 1' N BUILT UP TRIM NTS M W.H. SEISMIC STRAPPING- PLAN WH. SEISMIC STRAPPING- ELEVATION 1/2" = 1' FURR DOWN FOR ARCH PER ELEVATIONS PREMANUFACTURED TRUSSES SPACED PER PLAN PORCH BEAM PER PLAN �� DBL. JOIST ". OSB FILLER Kt‘i t� ®Mp�,p►�c GYP. BOARD COD P p SEA 1 1QC4� SIDING PER ELEVATIONS A3 CLI EA. STRINGER 11i" p —1 �� W NAILP / TICO S / '' _ 30NV V 13 110013V3H 'N1N1 aH —,9 T 2x6 CLEA T / 11A1•11 PT POST PER PLAN 1x2 ACCENT TRIM ," i " 10" MN HANDRAIL TO SOLID BRASS HANDRAIL BRACKETS- ATTACH TO WALL W/ LAG BOLTS TO BLOCKING. PROVIDE METAL SLEEVES AT ) o 1 -1/8" BULLNOSE PLYWOOD TREADS , td- ,� I 7 ���' in ( VENT PER PLAN PRE -MFR. THERMOPLASTIC VENT WELL 1 • ' INSTALL BAFFLES AT ALL RIM VENTS HARDWOOD HAND -RAIL F M I. li F�EVISED „ �' I TAPERED COLUMN- USE 3/4 MEDEX GLUE &NAIL EDGE W/ III • D.B. /_9„ OR 3/4" MDO PLYWOOD (PROVIDE CORNER TRIM MDO) SIMULATED STONE WATER TABLE �, I li) A llIEL 1/2" PT PLYWOOD W/ 30 FELT PAPER WRAP : ' • l ll _ II�IT[ 1� � _ � III � II�DI�III�ffl�i tillardrallik ��-�® Q I r 0 � il p�G� ►�G I C 2x4 COLUMN BASE FRAME II1III[I i I r MANUFACTURED JETWEENSTONES TONE VENEER �- CEMENT GROUT Q r ^ - j ni 2x FIREBOCKING TOP & AND AT WALL ALONG STRINGERS � BETWEEN STUDS. (3)2x12 STRINGERS � DRAWN „— , „ � 4 —� - � LAG BOLT ATTACHMENT � g , a � :. ` NOTE: HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. ENpS SHALL TERMINA TE IN NEWEL POSTS, SAFETY TERMINALS OR QUARTER TURN TO WALL. CITY OF TUKWILA JUN 0 2 1008 ... PERMIT CENTER _ �II �III�1� � �" — � SCALE 4.17.07 7 I ll— III —II[I —II °' a _ — (Ij 1lI TR 3/4" PLYWOOD RISERS =FM= — �I ; ., , DATE - Jl - LLL •a • • 2' -0" PROVIDE DBL. LAYER PAM � ' � - 1 r m 5/8" TYPE "X" G.W.B. SEE SECTIONS WHERE OCCURS 2x4 BLOCK W/ TIC NAILSTRINGER COMPUTER FILE NAME AD 1 INSIDE K COLUMN DETAIL NTS G INSULATION BAFFELS @ RIM VENTS 3/4" = 1' H TYPICAL STAIR DETAIL 3/4" = 1' ,J HANDRAIL AT WALL 3/4" = 1' SHEET NUMBER MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle, A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturer's installation and operating instructions attached to • the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather- stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means. 67. Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space, Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code, Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers. Section M1307.3.1. B. Elevation of ignition source, Heating or cooling equipment 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 inches above the floor level. Section M1307.3 72. Fire dampers. 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 garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75. 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, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section M1803.3.4 and Table M1306.2 IRC. and Figure 1306,1 IRC 77. Type B or BW. Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2003 WASHINGTON STATE ENERGY CODE, 2ND ED. REQUIREMENTS FOR DWELLINGS IN CLIMATE ZONE 1 El. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather- stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3, Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502.1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E-11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed with a one perm dry cup (4 ml.) rating or less. Section 502.1.6.2 WSEC Ell. Ground cover of six mil (0.006" thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1,6.7 WSEC E12. Air Leakage Control. Seal all exterior openings A, Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire - resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather- stripped to limit air leakage. Section 502.4,3 WSEC C, Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around. Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3, Type IC rated, certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity, The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1 ... MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 2960 x 20 BTU PER S.F. = 59200 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS-17, RS -18, RS -19, or RS -20, as applicable, and the Uniform Mechanical Code, Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. C. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation, All piping shall be thermally insulated in accordance with Table 5 -12. Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -46. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the 1987 NAECA (National Appliance Energy Conservation Act) and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. V2. REFER TO VIAQC FORM ATTACHED WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 4 BEDROOMS & 2960 SF 105 CFM MIN. - 158 CFM MAX. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3 -5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2003 Ventilation and Indoor Air Quality Code ( VIAQC) WAC 51 -13 Vt. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD- APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriter's Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the UMC; or 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by the manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Section 901, UMC as amended by the state. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC Dad -3o ittv 1'ttl e LIAN CODE COMPLIANCE APPROV SEP 1 zilae C it y Of Tukwila BUILDING DIVISION_ RECEIVED CITY OF TiJKIAI4LA JUN 0 2LUUU PERMIT CENTER bKI?bST DESIGN W ?KKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 M F 0 co ca) occ Z F- REWSED D.B. DATE • DRAWN 1 /4 " =1 - 0 " SCALE 1.19.08 oo C'7 Q 0 CO C) 0 (1) LU z U) w w C" 00 N TUKWILA LOT 3 COMPUTER FILE NAME N1 SHEET NUMBER 2006 ENERGY CODE COMPLIANCE: THIS PLAN IS DESIGNED TO FOLLOW PRESCRIPTIVE OPTION IV 0,1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY - CLIMATE ZONE 1 - ALL FUELS BATHROOMS OPTIONS GLAZING AREA 8 % OF FLOOR GLAZING U- FACTOR DOOR 7 U- FACTOR CEILING 2 VAULTED CEILING 3 WALL 10 ABOVE GRADE WALL- INT 4 BELOW GRADE WALL- EXT BELOW GRADE FLOOR SLAB 6 ON GRADE VERTICAL OVERHEADS IV. UNLIMITED GROUP R -3 OCC. ONLY 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle, A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturer's installation and operating instructions attached to • the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather- stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means. 67. Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space, Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code, Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers. Section M1307.3.1. B. Elevation of ignition source, Heating or cooling equipment 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 inches above the floor level. Section M1307.3 72. Fire dampers. 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 garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75. 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, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section M1803.3.4 and Table M1306.2 IRC. and Figure 1306,1 IRC 77. Type B or BW. Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2003 WASHINGTON STATE ENERGY CODE, 2ND ED. REQUIREMENTS FOR DWELLINGS IN CLIMATE ZONE 1 El. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather- stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3, Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502.1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E-11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed with a one perm dry cup (4 ml.) rating or less. Section 502.1.6.2 WSEC Ell. Ground cover of six mil (0.006" thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1,6.7 WSEC E12. Air Leakage Control. Seal all exterior openings A, Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire - resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather- stripped to limit air leakage. Section 502.4,3 WSEC C, Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around. Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3, Type IC rated, certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity, The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1 ... MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 2960 x 20 BTU PER S.F. = 59200 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS-17, RS -18, RS -19, or RS -20, as applicable, and the Uniform Mechanical Code, Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. C. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation, All piping shall be thermally insulated in accordance with Table 5 -12. Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -46. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the 1987 NAECA (National Appliance Energy Conservation Act) and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. V2. REFER TO VIAQC FORM ATTACHED WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 4 BEDROOMS & 2960 SF 105 CFM MIN. - 158 CFM MAX. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3 -5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2003 Ventilation and Indoor Air Quality Code ( VIAQC) WAC 51 -13 Vt. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD- APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriter's Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the UMC; or 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by the manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Section 901, UMC as amended by the state. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC Dad -3o ittv 1'ttl e LIAN CODE COMPLIANCE APPROV SEP 1 zilae C it y Of Tukwila BUILDING DIVISION_ RECEIVED CITY OF TiJKIAI4LA JUN 0 2LUUU PERMIT CENTER bKI?bST DESIGN W ?KKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 M F 0 co ca) occ Z F- REWSED D.B. DATE • DRAWN 1 /4 " =1 - 0 " SCALE 1.19.08 oo C'7 Q 0 CO C) 0 (1) LU z U) w w C" 00 N TUKWILA LOT 3 COMPUTER FILE NAME N1 SHEET NUMBER MIN. SOURCE SPECIFIC VENTILATION CAPACITY REQU REMENTS BATHROOMS KITCHENS INTERMITTENTLY OPERATING 50 CFM 100 CFM CONTINUOUSLY OPERATING 20 CFM 25 CFM MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle, A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturer's installation and operating instructions attached to • the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather- stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means. 67. Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space, Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code, Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers. Section M1307.3.1. B. Elevation of ignition source, Heating or cooling equipment 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 inches above the floor level. Section M1307.3 72. Fire dampers. 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 garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75. 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, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section M1803.3.4 and Table M1306.2 IRC. and Figure 1306,1 IRC 77. Type B or BW. Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2003 WASHINGTON STATE ENERGY CODE, 2ND ED. REQUIREMENTS FOR DWELLINGS IN CLIMATE ZONE 1 El. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather- stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3, Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502.1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E-11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed with a one perm dry cup (4 ml.) rating or less. Section 502.1.6.2 WSEC Ell. Ground cover of six mil (0.006" thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1,6.7 WSEC E12. Air Leakage Control. Seal all exterior openings A, Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire - resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather- stripped to limit air leakage. Section 502.4,3 WSEC C, Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around. Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3, Type IC rated, certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity, The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1 ... MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 2960 x 20 BTU PER S.F. = 59200 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS-17, RS -18, RS -19, or RS -20, as applicable, and the Uniform Mechanical Code, Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. C. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation, All piping shall be thermally insulated in accordance with Table 5 -12. Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -46. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the 1987 NAECA (National Appliance Energy Conservation Act) and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. V2. REFER TO VIAQC FORM ATTACHED WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 4 BEDROOMS & 2960 SF 105 CFM MIN. - 158 CFM MAX. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3 -5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2003 Ventilation and Indoor Air Quality Code ( VIAQC) WAC 51 -13 Vt. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD- APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriter's Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the UMC; or 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by the manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Section 901, UMC as amended by the state. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC Dad -3o ittv 1'ttl e LIAN CODE COMPLIANCE APPROV SEP 1 zilae C it y Of Tukwila BUILDING DIVISION_ RECEIVED CITY OF TiJKIAI4LA JUN 0 2LUUU PERMIT CENTER bKI?bST DESIGN W ?KKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 M F 0 co ca) occ Z F- REWSED D.B. DATE • DRAWN 1 /4 " =1 - 0 " SCALE 1.19.08 oo C'7 Q 0 CO C) 0 (1) LU z U) w w C" 00 N TUKWILA LOT 3 COMPUTER FILE NAME N1 SHEET NUMBER GROUP R -3 OCCUPANCY Seismic Design - D2, le = 1.0 Wind Exposure V3s = 85 mph , Iw = 1.0- Snow Load 25psf Wind and Snow load factors may vary based on geographical location. GENERAL DEFINITION: Habitable Space (room) is space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility space and similar areas, are not considered habitable space. Section 202, IRC 1. Ceiling Heights. IRC R305.1 Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finished floor to the lowest projection from the ceiling, Exceptions: 1. Beams and girders spaced not less than 4 feet on center may project not more than 6 inches below the required ceiling height. 2. Ceilings in basements without habitable spaces may project to within 6' -8" of the finished floor, and beams, girders, ducts or other obstructions may project to within 6' -4" of the finished floor. 3. Not more than 50 % of the required floor area of a room or space is permitted to have a sloped ceiling less than 7 feet in height, with no portion of the required floor area less than 5 feet in height. 4. Bathrooms shall have a min. ceiling height of 6' -8" over the fixture and at the front clearance area for fixtures. A shower or tub equiped with a showerhead shall have a min. ceiling height of 6' -8" above a min. area 30 "x30" at the showerhead. LIGHT, VENTILATION AND SANITATION 1. All habitable rooms shall be provided with aggregate glazing area of not less than 8 % of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the occupants. IRC Section R303.1 Exceptions provided per IRC Section R303.1 2. Ventilation. Group R Occupancies shall be provided with ventilation systems which comply with the WA state VIAQ Code Sections 302 and 303. The point of discharge for mechanical ventilating systems shall be at least 3 feet from any opening which allows air entry into occupied portions of the building. Refer to additional exhaust ventilation requirements in Section 302.2.1 Washington State VIAQC for kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. 3. Range & Dryer Vents. Ducts used for domestic kitchen range ventilation and clothes dryers exhaust shall be of metal and have smooth interior surfaces. Ducts shall be substantially airtight and shall comply with the provisions of Chapter 15, IRC. Exhaust ducts shall terminate outside the building and be equipped with back draft dampers. IRC Sections M1501 & M1502 UMC. 4. Moisture Exhaust Ducts. Moisture exhaust ducts for domestic clothes dryers shall terminate on the outside of the building and shall be equipped with a back -draft damper. Screens shall not be installed at the duct termination, Ducts for exhausting clothes dryers shall not be connected or installed with sheet metal screws or other fasteners which will obstruct the flow. Clothes dryer moisture exhaust ducts shall not be connected to a gas vent connector, gas vent or chimney. Clothes -dryer moisture exhaust ducts shall not extend into or through ducts or plenums. Length Limitation. Unless otherwise permitted or required by the dryer manufacturer's installation instructions and approved by the building official, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 25 feet, with reductions for elbows per IRC M1501.3 5. Water Closet Space Requirements. The water closet stool in all occupancies shall be located in a clear space not less than 30 inches in width, with a clear space in front of the stool of not less than 24 inches. Section 2903.2, WAC 6. Tub & Shower Walls. When gypsum is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water- resistant gypsum backing board shall be used. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas Water - resistant gypsum board shall not be used in the following locations: a) Over a vapor retarder. b) In areas subject to continuous high humidity, such as saunas, steam rooms or gang shower rooms. c) On ceilings where frame spacing exceeds 12 inches on center. FOUNDATIONS 7. Slope Limits. Cut slopes for permanent excavations shall be not steeper than 2 horizontal to 1 vertical and slopes for permanent fills shall be not steeper than 2 horizontal to 1 vertical unless substantiating data justifying steeper slopes are submitted. Deviation from the foregoing limitations for slopes shall be permitted only upon the presentation of a soil investigation report acceptable to the building official. 8. Setbacks from Slopes. Foundation setbacks from ascending and descending slopes shall comply with IRC Figure R403.1.7.1 9. Stepped Foundations. Foundations for all buildings where the surface of the ground slopes more than 1 foot vertical in 10 feet horizontal shall be level or . shall be stepped so that both top and bottom of such foundation are level. IRC Section R403.1.5 10. Pier Footings. Individual concrete pier footings shall project minimum of 8 inches above exposed ground unless the columns or posts are of approved wood of natural resistance to decay or of treated wood. 11. Column and Posts Supports. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 12. Under -floor Clearance & Access. When wood joists or the bottom of wood structural floors without joists are located closer than 18 inches or wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation, the floor assembly, including posts, girders, joists and subfloor, shall be approved wood of natural resistance to decay as listed in IRC Section R319.1 or treated wood. When the above under floor clearances are required, the under -floor area shall be accessible. Accessible under -floor areas shall be provided with a minimum 18 inch -by -24 inch opening unobstructed by pipes, ducts and similar construction. All under -floor access openings shall be effectively screened or covered. Pipes, ducts and other construction shall not interfere with the accessibility to or within under -floor areas. IRC Section R408.3 13. Under -floor Ventilation. Under -floor ventilation, minimum net area of 1 square foot for each 150 square feet of under floor area, one opening shall be located within 3' of each corner of the building and shall provide cross ventilation. The openings shall be covered with one- quarter inch corrosion resistant wire mesh. IRC Section R408.2 FRAMING 14. Quality & Identification. All lumber, wood structural panels, particleboard, structural glued - laminated timber, end- jointed lumber, fiberboard sheathing (when used structurally), hardboard siding (when used structurally), piles and poles regulated by this chapter shall conform to the applicable standards and grading rules specified in the UBC and shall be so identified by the grade mark or a certificate of inspection issued by an approved agency. All preservative treated wood required to be treated under Section R319 shall be identified by the quality mark of an approved inspection. 15. Foundation Cripple Walls. Foundation cripple walls shall be framed of studs not less in size than the studding above with a minimum length of 14 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of studs having the size requirements for an additional story. Solid blocking or wood structural panels may be used to brace cripple walls having a stud height of 14 inches or less. Cripple walls having a stud height exceeding 14 inches shall be braced in accordance with Section R602.9, IRC. 16, BEARING: the ends of each floor joist shall have not less than 1 -1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry except where supported on a 1 x 4 ribbon strip nailed to adjoining stud. Section R502.6, IRC. 17. Supporting Bearing Partitions. Supporting bearing partitions perpendicular to floor joists shall not be offset from supporting girders, walls, or partitions more than floor joist depth. Floor joists under and parallel to bearing partitions shall be doubled. 18. Cutting, Notching and Boring. A. Notches on ends of rafters and ceiling joists shall not exceed one- fourth of the depth. Holes bored in rafters or ceiling joists shall not be within 2 inches of the top or bottom, and their diameter shall not exceed one -third the depth of the member. Notches in the top or bottom of the rafter or ceiling joist shall not exceed one -sixth the depth and shall not be located in the middle third of the span. Sections R602.6, IRC. B. In exterior walls and bearing partitions, any wood stud may be cut or notched to a depth not exceeding 25 % of its width. Cutting or notching of studs to a depth of 40 % of the stud width is permitted in non - bearing partitions. Section R602.6, IRC. C. Notches in sawn lumber beams shall not exceed one -sixth the beam depth of the member and shall not be located in the middle third of the span. Notches at the ends shall not exceed one - fourth the beam depth. The tension side of sawn lumber beams of 3 -1/2 inches or greater thickness shall not be notched except at the ends. D. Manufactured glue laminated beams may not be notched, cut or bored without submission and approval of substantiating calculations from a Washington State licensed Structural Engineer. 19. Bridging and Blocking Wall Framing. Bridging. Unless covered by interior or exterior wall covering or sheathing meeting the minimum requirements of this code, all stud partitions or walls with studs having a height -to -least thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width of the studs fitted snugly and nailed thereto to provide adequate lateral support. Floor Joists. Blocking. Floor joists shall be blocked when required by the provisions R502.7.1 IRC Roof Framing. Blocking. Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement. R802.10.3 IRC 20. Post -Beam Connections. Where post and beam or girder construction is used, the design shall be in accordance with the provisions of this code. Positive connection shall be provided to ensure against uplift and lateral displacement. 21. Manufactured Roof Trusses -- Sections R802.10,1, IRC. A. Trusses. Stress analysis and drawings /details shall be stamped by an approved State of Washington Registered Engineer. Drawings /details shall be on job site for framing inspection. Pre - manufactured trusses shall be identified by manufacturer's stamp. Girder and field identification of light metal plate connected trusses is required. Information branded, marked, or otherwise permanently affixed to each truss shall contain the following: 1) identification of the truss manufacturing company; 2) the design load; and 3) the truss spacing. Engineering data and details shall be approved by the building official before any field cuts or truss alterations. All roof trusses shall be so framed and tied into the framework and supporting walls so as to form an integral part of the whole building. Roof trusses shall have joints well fitted and shall have all tension members well tightened before any load is placed upon the truss. Diagonal and sway bracing shall be used to brace all roof trusses. B. Girder and Field Assembled Truss. Engineered stress analysis and details shall be submitted to building division for approval. C. Use approved /applicable truss support hangers. 22. Wood Exposed to Weather. All wood exposed to weather, such as wood used for deck framing including decking, railings, joists, beams, and posts shall be pressure treated or of wood with natural resistance to decay. Section R319, IRC. 23. Guardrails. When decks, landings, stairs, ramps or porches are more than 30 inches above grade or floor below, the building shall be protected by a guardrail not less than 36 inches high with intermediate members spaced such that a sphere 4 inches in diameter cannot pass through. Guardrails to be designed to withstand a horizontal force of 20 pounds per lineal foot when applied at a right angle to the top of the railing. Section R312, IRC 24. Decks. Decks 30 inches or more above grade require a permit. All decks must be designed and constructed in accordance with Section R502.2.1 IRC Solid Sheathed Decks and Roofs. Solid sheathed decks and roofs shall be sloped a minimum 1/4 " per foot. When decks or roofs are not sloped to drain over deck or roof edges, roof drains in combination with overflow drain(s) and /or scupper(s) shall be installed. R903.4, R903.4.1 IRC 25. Roofs. Application of roof covering materials shall be in accordance with Section R902 IRC. 26. Roof Ventilation. The net free ventilating area of enclosed rafter or attic spaces shall be not less than 1/150 of the area of each space to be ventilated, except that the area may be 1/300, provided that 50 % of the required ventilating area is located at least 3 feet above eave or cornice vents with the balance being provided by the eave or cornice vents, or if a vapor retarder not exceeding a 1 perm rating is installed on the warm side of the attic insulation. The openings shall be covered with corrosion- resistant metal mesh with mesh openings of 1/4 inch in diameter. Section R806, IRC 27. Flashing & Counter - flashing. At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be provided per the roofing manufacturer's instructions and , when of metal, shall not be less than 0.019- inch (No. 26 ga. galvanized sheet) corrosion- resistant metal. Section R903.2.1 IRC. 28. Attic Space Access Opening. Attic spaces with 30 inches or more in vertical height and an area of 30 square feet or greater. shall be provided with an access opening 22 inches by 30 inches. The opening shall be located in a corridor, hallway or other readily accessible location and have at least 30 inches head room. Section R807.1 IRC EXTERIOR WALLS 29. Exterior Wall Coverings. Exterior wood stud walls shall be covered on the outside with materials and in the manner specified in Section R703, IRC 30. All weather - exposed surfaces shall have a weather- resistive barrier to protect the interior wall covering. Section R703.2 IRC 31. Anchored veneer shall comply with the provisions of Section R703.7, and Table R703.4, Figure R703.7 32. Veneer support shall conform to all standards in Section R703.7.2 IRC GARAGE / CARPORT (occupancy separation) 33. The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board applied to the garage side. Garages beneath habitable rooms shll be separated from all habitable rooms above by not less than 5/8" Type X gypsum board or equivalent. Where the separateion is a floor - ceiling assembly, the structure supporting the separateion shall also be protected by not less than 1/2" gypsum board or equivalent. R309.2 IRC 34. Doors between the garage and residence shall be equpped with solid wood doors not less than 1 -3/8" in thickness, solid or honeycomb core steel doors not less than 1 -3/8" thick, or 20- minute fire -rated door. R309.1 IRC 35. In areas where motor vehicles are stored or operated, floor surfaces shall ll be of noncombustible ma ria and slope toward drain materials pet a a d ain or main entry 6" of vehicles. Any access to living space shall be a min. of 6 above the level of the garage floor. Section R309.3 IRC. 36. An occupancy separation need not be provided between residence and a carport having no enclosed uses above, provided the carport is entirely open on two or more sides. Section R309.4 IRC MEANS OF EGRESS DEFINITIONS: A means of egress is an exit system that provides a continuous, unobstructed and undiminished path of exit travel from any occupied point in a building or structure to a public way. Such means of egress system consists of three separate and distinct elements: 1.) The exit access, 2.) The exit, and 3.) The exit discharge. Public way is any street, alley, or similar parcel of land essentially unobstructed from the ground to the sky that is deeded, dedicated or otherwise permanently appropriated to the public for public use and having a clear width of not less than 10 feet. 37. Exterior Exit Door. Buildings or structures used for human occupancy shall have at least one exterior exit door with dimensions of 3 feet by 6 feet, 8 inches. Sections R311.4.1 and R311.4.2, IRC. 38. Hallways, Width. Hallways shall not be less than 36 inches wide. Section R311.3, IRC. 39. Door Landing. A floor or landing is required on each side of an exterior door. The door may open at a landing that is not more than 7 -3/4" inches lower than the floor level, provided the door does not swing over the landing. The landing shall be 36 inches in length minimum. Section R311.4.3 IRC. MISCELLANEOUS 40. Smoke Detection Location. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story and in dwellings with basements, a detector shall be installed on each story and in the basement. Section [F]R313.1 Decorative Appliance DEFINITION: Vented - Decorative Appliance. Decorative appliances for installation in solid -fuel burning fireplaces are self- contained, freestanding, fuel -gas- burning appliances designed for installation only in a vented solid -fuel- burning fireplace and whose primary function lies in the aesthetic effect of the flame. 41. Installation. Decorative appliances shall be installed in accordance with the manufacturer's installation instructions. Section R1002.1 IRC And shall comply with all standards of Section R1002 IRC 42. Gas Fire Log Lighters. Approved gas fire log lighters shall be installed in accordance with manufacturer's installation instructions. STAIRWAYS 43. Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1 -hour fire resistive construction. Section 1003.3.3.9, WAC. 44. Fireblock Stairs. Between stair stringers at top and bottom and along and in line with the run of the stairs between studs. 45. Stairways. Maximum rise 7 -3/4" inches; minimum run 10 inches; headroom minimum 6 feet 8 inches; minimum width 36 inches. Section R311.5.3 IRC Handrails to have ends returned and placed minimum 34 inches, maximum 38 inches above tread nosing. Unless designated for the disabled, the handgrip portion of handrails shall be not less than 1 -1/4 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. Section R311.5.6 IRC. The handgrip portion of handrails sh ha e a s oo h surface with g p shall o al r v m t ufa no n sharp corners. Handrails projecting g from a wall shall have a space of not p nd p �e g s pa less than 1 -1/2 inches between the wall and the handrail. Section R311.5.6.2 , R311.5.6.3 IRC Exit Facilities. Stairs and exit balconies shall be positively anchored to the primary structure at 8 feet on center max. or be designed for lateral forces. Such attachment shall not be accomplished by use of toenails or nails subject to withdrawal. GLAZING 46. Safety Glazing. Safety glass must comply with Section R308 IRC REFERENCE GLAZING TABLE BELOW Safety Glazing Table 1. Glazing in egress and ingress doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3. Glazing in storm doors. 4. Glazing in unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom edge of the glazing is less than 60 inches above the drain inlet. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8. Glazing in railings regardless of height above the walking surface. Included are structural baluster panels and non-structural in fill panels. Exceptions: The following products and applications are exempt from the requirements for hazardous locations as listed in Items 1 through 8: 1. Glazing in Item 6 when there is an intervening wall or other permanent barrier between the door and the glazing. 2. Glazing in Item 7 when a protective bar is installed on the accessible side of the glazing 34 to 38 inches above the floor. The bar shall be capable of withstanding a horizontal load of 50 p.l.f. without contacting the glass and be a minimum of 1 -1/2 inches in height. 3. Outboard pane in insulating glass units and in other multiple glazed panel in Item 7 when the bottom exposed edge of the glass is 25 feet or more above any grade, roof, walking surface, or other horizontal or sloped (within 45 degrees of horizontal) surface adjacent to the glass exterior. 4. Openings through which a 3 inch sphere will not pass. 5. Assemblies of leaded, faceted or carved glass in Items 1, 2, 6 and 7 when used for decorative purposes. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools when all of the conditions are present: 9.1 The bottom edge of the glazing is less than 60" above the pool side of the glazing. 9.2 The glazing is within 5' of a swimming pool or spa deck area. 10. Glazing in walls at stairway landings within the width of the stair and within 5' beyond the bottom and top of flights of stairs, where the bottom edge of the glazing is less than 60" above a walking surface. WAC 51 -30 -2406. D48-3a RECEIVED CITY OF TUKWILA JUN 0 2 2008 PERMIT CENTER bK?bST DLSIGN W ?KKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 REVISED DATE D.B. ■ DRAWN 1/4"=V-0" SCALE 4.17.07 COMPUTER FILE NAME N2 SHEET NUMBER _J W Q Z Q U Q J � Z °_ C w W z cD CO CD W HOLD —DOWN / STRAP SCHEDULE (SOME HOLD -DOWNS / STRAPS IN SCHEDULE MAY NOT BE USED) TYPE NUMBER OF STUDS REQ'D EACH END [11-13] NAILS OR BOLTS [7] [8] [9] CAPACITY (LBS) STD ANCHOR BOLT DIA. & EMBEDMENT NOTES [4, 5, 6] BLOCKING & STUD SIZE ®ADJOINING PANEL EDGES [3, 6, 12] RIM JOIST OR BLOCKING CON, TO TOP PLATE BELOW [7, 8] 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT SEISMIC SHEAR CAPACITY LBS /FT WIND SHEAR CAPACITY LBS /FT HDU4 - SDS2.5 (2)2x (10)SDS 1/4x2 -1/2 SCREWS 3285 5/8" DIA. THREADED ROD (A307) W/ BOLT HEAD & WASHER EMBED 10" MIN. AT FOUNDATION HDU5 - SDS2.5 (2)2x (14)SDS 1/4x2 -1/2 SCREWS 4065 2x 240 340 15/32" 0.131"0x2 1/2" 0 4 "OC 2x HDU8 - SDS2.5 (3)2x (20)SDS 1/4x2 -1/2 SCREWS 5665 7/ 8 60 T HEAD & WASH DR(A307) EMBED 15" MIN. AT FOUNDATION 15/32 0.131"0x21/2" 0 3 "OC STAGGE RED 3x p CLIP 0 8 OC a 3 /4 1 „ » 0.148 0x 0 3 0C "0 ®16 "OC 2x 455 640 6 " 0 - 32 "OC HDU11 - SDS2.5 (5)2x (36)SDS 1/4x2 -1/2 SCREWS 8045 1" DIA. THREADED ROD (A307) W/ BOLT HEAD & WASHER EMBED 18" MIN. AT FOUNDATION HDU14 - SDS2.5 (5)2x (30)SDS 1/4x2 -1/2 SCREWS 10745 14825 (DF #2) AT FOUNDATION R "O 0 24 "OC 3x . ® 5/32" BOTH SIDES 0.131 "0x2 " ® 4 "OC STAGGERED 3x CUP 0 10 "OC EACH SIDE 0.148 "0x3 " 0 4 "OC 2) ROWS [9] b / "e 0 16 "OC 3x 705 980 [7] 15 32" BOTH SIDES 0.131 "0x2 /g" 0 3 "OC STAGGERED 3x CLIP 0 8 "OC EACH SIDE CLIP 0 12 0 0C EACH SIDE (7, 8] MSTA49 (2)2x (26)10d 2020 15 32" BOTH SIDES 0.131"0x2 1 /2" 2 "OC STAGGERED 3x MSTC52 (2)2x (44)10d 3645 1190 v Tn CO A,II ►In 1660 1 ICC A i Z9 a," .. MSTC66 (3)2x (64)10d 5495 (2)MSTC52 (5)2x (58)10d 7290 (2)MSTC66 (5)2x (128)10d 10990 SHEAR WALL SCHEDULE 6>FOR 0.131"0x2 1/2" NAILS IN HEM SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. -FIR (2006 IBC) WALL TYPE WALL SHEATHING APA -RATED [1 2, 11, 12] — NAIL SIZE &SPACING ®ALL PANEL EDGES [4, 5] BLOCKING & STUD SIZE ®ADJOINING PANEL EDGES [3, 6, 12] RIM JOIST OR BLOCKING CON, TO TOP PLATE BELOW [7, 8] 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT SEISMIC SHEAR CAPACITY LBS /FT WIND SHEAR CAPACITY LBS /FT NAILING TO WOOD BELOW ANCHOR BOLT TO CONCRETE BELOW [13] SILL I. AT FOUNDATION [10], [14] 15/32" 0.131%21/2" 0 6 "OC 2x CUP 0 16 "OC 0.148 "0x3 0 6 "OC 5 /8 "e 0 48 "OC 2x 240 340 15/32" 0.131"0x2 1/2" 0 4 "OC 2x CLIP ® 10 "OC 0.148 "0x3 ® 4 "OC 5/8 "0 0 32 "OC 2x 350 490 15/32 0.131"0x21/2" 0 3 "OC STAGGE RED 3x p CLIP 0 8 OC a 3 /4 1 „ » 0.148 0x 0 3 0C "0 ®16 "OC 2x 455 640 6 " 0 - 32 "OC 3x 2> " 15/32 0.131 "0x2 0 2 "OC - STAGGERED 3 x CLIP 0 12 "OC EACH SIDE 0.148 "0x3 0 5 "0C (2) ROWS [9] "0 ® 12 "OC 2x 595 830 R "O 0 24 "OC 3x . ® 5/32" BOTH SIDES 0.131 "0x2 " ® 4 "OC STAGGERED 3x CUP 0 10 "OC EACH SIDE 0.148 "0x3 " 0 4 "OC 2) ROWS [9] b / "e 0 16 "OC 3x 705 980 Yom' 15 32" BOTH SIDES 0.131 "0x2 /g" 0 3 "OC STAGGERED 3x CLIP 0 8 "OC EACH SIDE CLIP 0 12 0 0C EACH SIDE (7, 8] 5 /8»e ®16 "OC 3x 910 1280 15 32" BOTH SIDES 0.131"0x2 1 /2" 2 "OC STAGGERED 3x CLIP 6 "OC EACH SIDE CLIP 0 10 "OC EACH SIDE [7, 8] - -. _ . _ -_ _.. _ . -. a 5 " / ®12 00 - . 'I / n ... ..: .... -.. ww .ti.. 3x n.. .- n.,...,n n„nn n,l']['nT, 1190 v Tn CO A,II ►In 1660 1 ICC A i Z9 a," .. NOTES: [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. ST]AGGERED WHERE SO THAT JOINTS ON APPLIED THE OPPOSITE SIDES S DES ARE WALL, NOT LOCATED EDGE ON JOINTS FRAMING SHALL BE THE SAME STUDS [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. FOR HOLD -DOWN REQUIREMENT, REFERENCE PLANS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERFORATED SHEARWALLS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC. ABOVE AND BELOW ALL OPENINGS). TO EACH SHEATHING D USED NAILING IS REQUIRED AT UP HOLD-DOWN POSTS. POTS. OR ADDITIONAL INFORMATION, REFERENCE REQUIRED E HOLD -DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131"0x2 1/2" NAILS AT 12 "OC WHERE STUDS ARE SPACED AT 16 "0C AND 0.131"9/x21/2" NAILS AT 6 "OC WHERE STUDS ARE SPACED AT 24 "OC. PLAN 2813 REQUIRES DF12 STUDS AT SOME WALLS PER PLAN STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The international Building Code ", 2006 Edition shall govern design and construction. REFERENCE $TKIARDS; Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. The latest edition of the standard shall be used unless a specific date is indicated. DEFINITIONS; The following definitions cover the meanings of certain terms used in these notes: Architect /Engineer" - The Architect and the Structural Engineer of Record (SER). Structural Engineer of Record" (SER) - The structural engineer who is legally eligible to stamp & sign the structural documents for a building project. The a em. Primary Structural System. SER i responsible for the design of the S S s po 9 Y Ys 'Specialty Engineer" engineer, not the SER, who performs specialty structural engineering services necessary for the pe y Struct ral u En g ineer (SSE) - A licensed professional en 9 structOre to be completed and who has shown experience and training in the specific specialty. The general contractor, sub- contractor, or supplier who is p p 9 responsible for the design, fabrication and installation of specialty- engineered elements shall retain the SSE. Submittals shall be stamped and signed by the SSE. Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE with a structural /civil PE /SE license issued by the State of Washington. "Submit for review" - Submit to the Architect /Engineer for review prior to fabrication or construction. "Per Plan" - Indicates references to the structural plans, elevations and structural general notes. NOTE PRIORITIES: Notes on the individual drawings govern over these general notes. SRECIFICAJ1ONS; Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. STRUCTURAi. DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. ARCHITECTURAL DRAWIiJGS: Refer to the architectural drawings for information including but not limited to: dimensions, elevations, slopes, door and window openings, non- bearing walls, stairs, curbs, drains, depressions, railings, waterproofing, finishes and other nonstructural items. STRUCTURAL RESPONSIBIU11ES: The structural engineer is responsible for the strength and stability of the primary structure in its completed form. CONTRACTOR RESPQ•SIBIl,111E8: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and WSHA including those steel erection items specifically addressed In the latest OSHA regulations. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. The contractor shall at his discretion employ a Washington State registered structural engineer SE for design of temporary bracing and shoring. Bolting and field welding at all member connections is to be completed prior to the release of the member from the hoisting mechanism unless reviewed and approved by the General Contractor's temporary bracing and shoring design engineer. Submit construction sequence to Architect/Engineer for review. i sprinkler contractor shall submit plans showing the location, load, size and anchorage of all hangers supporting all mechanical, electrical, plumbing or p rinkler loads in excess of 50 pounds. All roof - mounted equipment shall be included on these plans and shall show the loads, size and location. Submit plans as a deferred submittal per IBC Sec. 106.3.4.2, to the Architect /Engineer for review prior to installation. DISCREPANCIES: In case of discrepancies between the General Notes, contract specifications and reference standards, the Architect /Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, any conflict In or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect /Engineer before proceeding with the work. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DESIGN LOADS below or the capacity of partially completed construction. ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to excavation and, where applicable, prior to drilling holes for piles and tieback anchors. Any utility information shown on the drawings and details is approximate and not necessarily complete. ALTERNATES: Alternates for specified items may be submitted to the Architect /Engineer for review. DESIGN LOADS WIND DESIGN; Basic Wind Speed 85 MPH, Exposure B, Building Category II (Iw = 1.0) SEISMIC DESIGN:Seismic Use Group = I, le = 1.0 Spectral Response Coefficient (Short Period) Ss = 1.24g Seismic Design Category D Site Class = D R = 6.5 (Light framed wood shear walls) DEFLECTIONS: Roof Live Load Deflection Limit: L/360 Floor Live load Deflection Limit: L/480 DESIGN LIVE LOADS: AREA LIVE LOADS Roof (snow) 25 PSF Residential 40PSF DEFERRED. $UBMITT'AL (Design -by- Others) LOADS ; All pre- engineered, prefabricated, manufactured, or other products designed by others shall be designed for the tributary dead and live loads plus wind and earthquake loads when applicable, Live, wind and earthquake loads are shown above. Total design de ad loads a nd deflection limits are shown below. In lieu of the cladding wind loads specified below, loads may be determined per the design criteria above. Design shall conform to the specifications, reference standards and governing code. Roof Dead Load 15 PSF Roof Live Load Deflection Limit (Wood Joists, PSL) L /360 L7J 6ASEU UN U .T3TOx1 y2 NAIW UJCV IU AIId L.fl rIwM11VV 4LIrJ UII[Ll.n i Iv rMwII, , we v ice, r x2 NAILS WHERE INSTALLED OVER SHEATHING. [8] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS IN ROWS 1 APART MINIMUM. [10] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT- DIPPED GALVANIZED (ELECTRO- PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. [11] 7 /16" APA -RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16 "OC MAXIMUM. [12] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS MAY BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. REFERENCE SECTION. [13] CONTACT THE STRUCTURAL ENGINEERS OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. [14] ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 3 /tex2x0' -2 ". EMBED ANCHOR BOLTS 7" MINIMUM INTO CONCRETE. SHEARWALL SCHEDULE - HEM-FIR SUBMITTALS SUBMITTALS: Submittals of shop drawings, mill tests and product data for items designed by the SSE shall be made to the Architect /Engineer prior to construction. The contractor shall review and stamp the submittal before forwarding to the Architect /Engineer. Once the contractor has completed his review, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Submittals shall be made in time to provide a minimum two -weeks for review by the Architect /Engineer. Submittals required for each section of these notes are specified in that section: SHOP DRAWING REVIEW: Review by the Architect /Engineer is for general compliance with the design concept and the contract documents. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The contractor remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly, and for performing work in a secure manner. When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be designed and stamped by the responsible SSE. Member Type /Location Foundations Foundations - spread footings Slabs -on -Grade and Sidewalks Exterior Interior Walls Bibsement Walls Strength Test Age Maximum (psi) (days) Aggregate 2500 2500 2500 2500 28 28 28 28 ADJOINING PANEL EDGE PANEL EDGE NNUNG, TYP LS TO MATCH PLATE NNUNG (2) 2x STUDS SECTION DEFERRED SUBMITTALS: Items designed by others shall include calculations, code conformance, shop drawings (component design drawings) and product data. Design shall be prepared by the SSE and submitted to the Architect and SER for review prior to submission to the city for approval. The SSE shall submit to the Architect /Engineer for review calculations and shop drawings (component design drawings) that are stamped and signed by the SSE. Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop drawings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. The SSE elements are normally fabricated off -site, require specialized equipment not usually available at a jobsite or require a proprietary process. All necessary bracing, ties, anchorage, proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings and calculations. These elements include but are not limited to: Prefabricated Wood Trusses TESTS AND INSPECTIONS INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with IBC Sec. 108. The contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTIONS: In addition to inspections required by the local jurisdiction per IBC Sec. 109, special inspectors shall, in accordance with UBC Sec. 109, shall be reviewed and approved by the Architect and FOR prior to commencement of work. Special inspectors shall be listed with WABO or shall submit their credentials for review by the GC and design team. Additionally, the special inspectors shall, in accordance with IBC Chapter 17, inspect the following structural work: Soils & Foundations During earthwork excavation, grading and filling operations to satisfy requirements of IBC Chapter 18. 1804.2 and 1804.3. Sec. Prior to placing any reinforcing steel, a geotechnical engineer or building official shall inspect all soil bearing surfaces per IBC S 1 Wood (IBC Sec 1704.1) Diaphragms & Shear walls: anchor bolts, tie- downs, drag strut connections, nailing size & spacing. Moisture content of wood studs, plates, beams and joists. 2x and 3x bottom plates and plate washers as needed. INSPECTION SUBMITTALS: Special inspection reports shall be provided on a weekly basis. Final special inspection reports will be required by each special inspection firm per IBC 1704.1.2. Submit copies of all inspection reports to the Architect /Engineer and the Building Department for review. SOILS AND FOUNDATIONS REFERENCE STANDARDS; Conform to IBC Chapter 18 "Foundations & Retaining Walls." Engineer HNICAL INSPECTION: A Geotechnical ineer or Building Official shall inspect all prepared soil bearing surfaces prior to placement of concrete and reinforcing steel G 9 and provide a letter to the owner stating that soils are adequate to support the "Allowable Foundation Pressure" shown below. DESIGN SOIL VALUES: Allowable Foundation Pressure 2000 PSF Passive Lateral Pressure 250 PSF /FT Active Lateral Pressure (unrestrained) 35 PSF /FT Coefficient of Sliding Friction 0.35 CAST -IN -PLACE CONCRETE REFERENCE STANDARDS: Conform to: (1) ACI 301 -96 "Standard Specifications for Structural Concrete ", (2) IBC Chapter 19- Concrete, (3) ACI 318 - latest edition. FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP -15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Sec. 4 "Concrete Mixtures." MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for requirements for cementitious materials, aggregates, mixing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Sec. 4.1.2. Submit mix designs for each mix in the table below. TABLE OF MIX DESIGN REQUIREMENTS 1 1" 1 1" Maximum W/C Ratio Air Content 0.45 5% 0.50 0.50 Mix Design Notes: (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. Ratios not shown in the table above are controlled by strength requirements. (2) Cementitious Content: (a) The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 301 Sec 4.2.2.8.b. Maximum amount of fly ash shall be 20% of total cementitious content unless reviewed and approved otherwise by SER. (b) For concrete used in elevated floors, portland cement content shall conform to ACI 301 Sec 4.2.2.1. Acceptance of lower cement content is contingent on providing supporting data to the Architect /Engineer for review and acceptance. (3) Air Content: Conform to ACI 301 Sec 4.2.2.4. For horizontal exterior surfaces in contact with the soil require entrained air, use "moderate e exposure." Tolerance is ±1 -? %. Air content shall be measured at placement. point of exposure." For vertical exterior surfaces use moderat exp P p (4) Slump: Conform to ACI 301 Sec 4.2.2,2. Slump shall be determined at point of placement. (5) Shrinkage Limit: Concrete used in elevated slabs and beams shall have a shrinkage limit of .045% at 28 days measured in accordance with ASTM C157. (6) Chloride Content: Conform to ACI 301 Sec 4.4.1 and Table 4.1.1 for "Other Reinforced Concrete Construction." (7) Non - chloride accelerator: Non - chloride accelerating admixture may be used in concrete slabs placed at ambient temperatures below 50F at the contractor's option. FORMWORK: Conform to ACI 301 Sec. 2 "Formwork and Form Accessories." Removal of Forms shall conform to Sec. 2.3.2 except strength indicated in Sec. 2.3.2.5 shall be 0.75 f' c. Reshoring shall conform to Sec. 2.3.3. MEASURING, MIXING, AND DEUVERY: Conform to ACI 301 Sec. 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Sec. 5. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non - structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and architectural drawings and coordinate other embedded items. CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: (1) ACI 301 -99 "Standard Specifications for Structural Concrete ", Section 3 "Reinforcement and Reinforcement Supports." (2) ACI SP -66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Reinforcement." (3) CRSI MSP -2 -98 "Manual of Standard Practice." (4) ANSI /AWS D1.4 "Structural Welding Code - Reinforcing Steel." (5) IBC Chapter 19- Concrete. (6) ACI 318- latest edition. MATERIALS: Reinforcing Bars Bar Supports Tie Wire Reinforcement Location of Bottom Reinforcing Footing m Reinfor ing Footing Top Reinforcing Slab -on -Grade Reinforcing Walls not in Contact with Earth Walls in Contact with Earth ASTM A615, Grade 60, deformed bars. CRSI MSP -2 -98, Chapter 3 "Bar Supports." 16.5 gage or heavier, black annealed. FABRICATION: Conform to ACI 301, Sec 3.2.2. "Fabrication", , and ACI SP -66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Sec. 3.2.2.2. "Welding" and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 301. Sec. 3.3.2 "Placement" Placing tolerances shall conform to Sec. 3.3.2,1 "Tolerances." CAST -IN -PLACE CONCRETE COVER AND REINFORCING PROTECTION: Conform to the following cover and corrosion protection requirements: Minimum Cover Rebar Protection 3" 2" 2" from top 1-1/2" 2" MATERIALS: Anchor Rods (J -type, headed or threaded) ASTM F1554, Grade 36 Threaded Rods ASTM A36 Fy = 36 ksi Adhesive Anchors Simpson SET or SER approved equal with current ICBO report ANCHORAGE to CONCRETE: Anchor Bolts shall conform to IBC 2209.2. HOLD -DOWN STRAP SCHEDULE - HEM FIR STUDS Uncoated Uncoated Uncoated Uncoated Uncoated SPLICES: Conform to ACI 301, Sec. 3.3.2.7. Refer to "Lap Splice Schedule" for typical splices. The splices indicated on individual sheets control over the schedule. Use Class B splices unless noted. Mechanical connections may be used when approved by the Engineer. FIELD BENDING: Conform to ACI 301 Sec. 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. STRUCTURAL STEEL DESIGN STANDARDS: Structural steel for this project is designed in accordance with: AISC - "Manual of Steel Construction, Allowable Stress Design (ASD), Ninth Edition (1989), Type 2, "Unrestrained Free -Ended Framing ". REFERENCE STANDARDS: Conform to: (1) AISC Specification: AISC -ASD (1989) "Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design ". (2) AISC Code: "Code of Standard Practice for Steel Buildings & Bridges." March 7, 2000. (3) Bolt Specification: RCSC "Specification for Structural Joints using ASTM A325 or A490 Bolts" June 23, 2000, Appendix B, ASD Alternative. (4) Welding Code: AWS D1.1 -98 "Structural Welding Code - Steel." (5) ASCE 3 -84 "Standard for the Structural Design of Composite Slabs." (6) AISC Seismic: Seismic Provisions for Structural Steel Buildings including Supplement No. 2, Nov. 10, 2000. • ANCHORS RODS; Anchor rods shall be provided cast -in -place as indicated on drawings unless otherwise approved by the Engineer. • EXPANSION or ADHESIVE ANCHORS: Expansion and adhesive anchors shall be as specified or SER approved equal with current ICBO report Install anchors in strict accordance to ICBO report and manufacturers Instructions. Use acrylic anchors of equivalent strength when base material falls below 40 degrees F. WOOD FRAMING REFERENCE STANDARDS: Conform to: (1)IBC Chapter 23 "WOOD" (2)NDS -01 "1997 National Design Specification (NDS) for Wood Construction with 2001 Supplement" (3)APA PDS-97 Plywood Design Specification (revised 1998) DEFERRED SUBMITTALS: Submit product data and proof of ICC or ICBO approval for framing members and fasteners that have been designed by others, Submit calculations prepared by the SSE in the state of Washington for all members, systems and connections designed by others along with shop drawings. An ICC or ICBO Evaluation Report shall be provided with each submittal to justify horizontal diaphragm values, connections, details, or other structural requirements. All necessary bridging, blocking, blocking panels and web stiffeners shall be detailed and furnished by the supplier on and permanent bridging shall be installed in conformance with the manufacturer's specifications. Deflection limits shall the shop drawings. Temporary an p n g g P be as noted under DESIGN LOADS section. Products included are: Metal plate corihected roof trusses: Shop drawings shall provide for shapes, bearing points, intersections, hips, valleys, etc., shown on the plans. Special hip, valley and intersection area (step down trusses, jack trusses and girder trusses) shall be determined by the manufacturer unless specifically indicated on the plans. Provide all truss to truss and truss to support connection details and required connecting materials. Provide temporary bracing /erection plan and connections on the shop drawings. Provide all girder truss reactions on the shop drawings. IDENTIFICATION: All sawn lumber and pre- manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the certifying agency. MATERIALS: Member Use Size Species Studs Sill Plate Posts Joists Beams Beams Posts & Timbers Location Roof Floor Walls Size 6d 2 -1/4" 8d 2 -1/2" 10d 3" 12d (16d sinker) 16d 3-1/2" 2x4, 3x4, 2x6, 3x6 2x4, 3x4, 2x6, 3x6 P.T. 4x4, 4x6, 4x8 2x6 - 2x12 4x8 - 4x12 6x8 - 6x12 6x6, 8x8 Thickness Span Rating Plywood Grade 15/32" 32/16 23/32" T&G 24 OC 15/32" 32/16 Length Diameter 0.113" 0.131" 0.148" 3 - ?" 0.148" 0.162" NOTES: 1. WHERE JOISTS BEAR FOUNDATION WALL, PROVIDE THREADED ROD AND COUPLER TO ATTACH HOLD -DOWN TO ANCHOR BOLT AS REQUIRED. 2. PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT HOLD -DOWN STUDS /POSTS AND AT PANEL EDGES. 3. HOLD -DOWNS AND STRAPS LOCATED PER PLAN. ONE HOLD -DOWN OR STRAP EACH END OF SHEARWALL AS SHOWN. FOR TYP. HOLD -DOWN DETAILS 4. THICKEN FOOTING AS REQUIRED AT HOLDDOWN LOCATIONS, EXTEND MINIMUM OF 6" BEYOND ANCHOR BOLT. 5. MAINTAIN 3" CLEAR UNDER BOTTOM OF BOLT. 6. CORNER HORIZONTAL REINFORCEMENT TO BE PLACED BETWEEN ANCHOR BOLT & OUTSIDE OF WALL. 7. CENTER STRAPS ACROSS FLOOR FRAMING FILL ALL HOLES (HALF ABOVE AND HALF BELOW FRAMING) Sawn Lumber: Conform to grading rules of WWPA, WCUB or NLGA. Finger jointed studs acceptable at interiorl HF HF Doug-Fir Larch Doug -FIR Larch Doug -Fir Larch Doug -Fir Larch Doug -Fir Larch C -D STURD -I -FLOOR C -D Grade STUD No. 2 No.2 No. 2 No. 2 No. 1 No. 1 Exposure 1 1 1 0 0€3i-307 8. LISTED NAILS ARE COMMON, UNO 9. 10d COMMON SUBSTITUTION FOR 16d SINKER ALLOWED. DO NOT SUBSTITUTE 16d SINKER FOR 16d COMMON. FOR 10d COMMON SUBSTITUTION INSTALLED OVER OSB / PLYWOOD USE 2 -1/2" LONG NAILS 10. FOLLOW ALL MANUFACTURERS RECOMMENDATION FOR INSTALLATION. 11. TIE (2)2x MEMBERS TOGETHER W/ (30)10d COMMONS 0 3" O.C. STAGGERED. 12. TiE (3)2x MEMBERS TOGETHER W/ (30)10d COMMONS 0 3" O.C. STAGGERED EACH STUD. 13. FIRST DIMENSION GIVEN FOR A POST IS THE THICKNESS REQ'D FOR THE MIN. BOLT LENGTH IN THE WOOD MEMBER. Metal Plate Cor nected Wood Roof Trusses: Conform to IBC section 2303.4. all veneer plywood, ra Sheathing (Plywood): Wood APA-rated st ctura sheathing includes: e Wood Structu Y Sheath ng PI (ywood) W structural g p yw , waferboard, particleboard, T1 -11 siding, and composites of veneer and wood based material. Conform to Plywood" based on Product Standard PS -1 - -95 by the U.S. Dept of Commerce, and "Performance Standard for Wood -Based Structural -Use Panels" based on Product Standard PS-2 - -92 by the U.S. Dept. of Commerce and "Plywood Design Specification the American Plywood Association. (revised 1998)" based on APA PDS-97 by h Ame a P o ( Y Yw Minimum APA Ratingo walls IettV1tW D FOR CODE COMPLIANCE APPROVED sEP 1 1 2008 City Of Tukwila BUILDING DIVISION oriented strand board, "Construction and Industrial Unless noted otherwise on drawings, install roof and floor panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over supports. Timber Connecters: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog. Alternate connectors by other manufacturers may be substituted provided they have current ICBO approval for equivalent or greater load capacities and are reviewed /approved by the SER prior to ordering. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, place one -half of the nails or bolts in each member. Where straps are used as holdowns, nail straps to wood framing just prior to drywall application, as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. Where connectors are in exposed exterior applications in contact with preservative treated wood (PT) other than CCA, connectors shall be either B695, Class 40 or greater) stainless steel, or provided with 180 oz batch hot - dipped galvanized (HDG), mechanically galvanized (ASTM g ) oz/sf of zinc p / galvanizing equal to or better than Simpson ZMAX finish. Fasteners ( naild; bolts, screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector. Fasteners (nails, bolts, screws, resistant; attaching sawn timber members or sheathing (shear walls) to PT woo d be corrosion o s tant; nails and lag b olts shall be either HDG or stainless steel. Verify the suitability of the fastener protection /coating with the wood treatment chemical manufacturer /supplier. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. All nails 12d and smaller shall be full length common unless noted otherwise. 16d nails may be 16d sinkers unless noted otherwise. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. Wood Fasteners: Conform to IBC Sec 2304.9 "Connections and fasteners." Unless noted on plans, nail per Table 2304.9.1, Unless noted otherwise all nails shall be common. Nail sizes specified on the drawings are based on the following specifications: Alternate nails may be used but are subject to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to review by the structural engineer prior to construction.ti Log Bolts /Bolts: Cor?form to ASTM A307 and UBC Sec. 2318. NAILING REQUIREMENTS: Provide minimum nailing in accordance with UBC Table 23- II -B -1 "Nailing Schedule" except as noted on the drawings. Nailing for roof /floor diaphragms /shear walls shall be per drawings. Nails shall not be overdriven or fracture the sheathing, and shall be driven no farther than required so that the nail head is flush with the surface of the sheathing. STANDARD LIGHT -FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to IBC Sec. 2304 "General Construction Requirements" and IBC Sec. 2308 "Conventional Light- Frame Construction." MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19% except for the pressure - treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than 19% when based on a particular cladding /insulation system. Refer to the Architect's drawings, and project specifications, or with cladding installer for maximum recommended moisture content. CLADDING COMPA11BILTY: The Architect /Owner shall review the cladding and insulation systems proposed for the project with respect to their performance over wood studs with moisture contents greater than 19 %. EIFS systems should be avoided on wood- framed projects due to problems with moisture proofing. PRESERVATIVE TREATMENT (PT): Wood materials are required to be "treated wood" in accordance with BC Sec. 2304.11. "Decay and Termite Protection" shall conform to the appropriate standards of the American Wood- Preservers Association (AWPA) for sawn lumber, glued laminated timber, round poles, wood piles and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance procedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stainless steel or hot - dipped galvanized or as per BC 2304.9.5. Use CCA or CCA -C treated lumber unless the corrosive properties of alternative chemical treatments are considered in the corrosive resistance of connectors and fasteners. Mud sill plates in normally dry Interior applications may be treated with Sodium Borate (DOT - Disodium Octaborate ) as recent studies have noted less connector corrosion potential drate Tetra hydrate) than other available wood treatments. Wood treated with Sodium Borate shall be protected during shipment, storage and installation to minimize leaching of the water - soluble preservative from the lumber. RECEIVED CITY OF TUKWILA JUN 02 . /Iiiid PERMIT CENTER bK9LST DESIGN W ?KKS ® • • ■ 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 REVISED • Z N W 0 U J C/) U Z 0 (i) ct w 0 w 1 4 " =1 - 0 " SCALE 1.08.08 DATE KENT GARAGE COMPUTER FILE NAME S1 SHEET NUMBER oo co 0 N 0 N co 0) 00 C) W z_ 0 CO 0 LJ.1 cd I N co N CV BAR SIZE DEVELOPMENT SPLICE BARS BARS BARS BARS is Ld Ld Lb Lb fc = 2500 psi # 18 24 24 32 #4 24 32 32 42 #5 30 39 39 51 # 36 47 47 62 # 53 69 69 90 #8 60 78 78 102 #9 68 88 89 115 #10 77 100 101 130 #11 85 110 111 143 RETAINING WALL/FOOTING SCHEDULE WALL/FOOTING SIZES WALL REINFORCEMENT FOOTING REINFORCEMENT H TOE is HEEL tf VERTICAL HORIZONTAL TOP TOP /LONGITUDINAL BOTTOM /LONGITUDINAL UP TO 5' -0 8" 8" 8" 12" #4 0 16 "OC #4 ® 12 "OC #5 ® 12 "OC (4) #4 (2) #4 6'—O" 1' -0" 8" 1' -4" 12" #4 0 16 "OC #4 ® 12 "0C #5 0 12 "OC (4) #4 (2) #4 8'_0" 2' —O" 8" 1'--4" 12" #4 0 12 "OC #4 ® 12 "OC #5 ® 10 "OC (4) # (3) #4 1 -O'p 3 '_4„ 8" 1, -4" 12" #6 0 12 "OC #4 0 12 "OC #6 0 10 "OC (5) #4 (3) #4 A DIRECTION OF MAIN FLOOR FRAMING MAY VARY. REF. PLAN SLAB WHERE OCCURS NOTE; PROVIDE VERTICAL CRACK CONTROL PER ARCH DETAILS OR 2H MINIMUM SPACING IF NOT NOTED i. TO MATCH BOTTOM REINFORCEMENT T /MAIN FLOOR FRAMING T /WALL T/ FINISH GRADE PER ARCH SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH AS STEEP AS POSSIBLE 1.5H MIN, UNO ON PLANS I- III =11 I- PLATE CONNECTION PER SHEARWALL SCHEDULE CONTIUOUS 2x BLOCKING W/ CONNECTION PER SHEARWALL SCHEDULE SHEATHING & NAILING PER SCHEDULE / PLAN - PONY WALL (WHERE APPLICABLE) 1' - 0" HORIZONTAL REINFORCEMENT _ -1PER SCHEDULE E VERTICAL REINFORCEMENT (W/ BEND) PER SCHEDULE CENTER REINFORCEMENT IN WALL WATERPROOFING PER CONTRACTOR PER GEOTECH REPORT PROVIDE FREE — DRAINING MATERIAL CONTINUOUS FOOTING DRAIN PER CIVIL FOOTING TOP REINFORCEMENT PER SCHEDULE TO MATCH FOOTING THICKNESS HEEL FOOTING BOTTOM LONGITUDINAL REINFORCEMENT PER SCHEDULE FOOTING TOP LONGITUDINAL REINFORCEMENT PER SCHEDULE UNBRACED RETAINING WALL AND SCHEDULE VERTICAL DOWLES TO MATCH WALL VERTICAL REINFORCEMENT TYP. TOP OF FOOTING PER PLAN BOTTOM REINFORCEMENT PER PLAN, TYP. 3/4" = 1 ' 4" CONTINUOUS FOOTING DRAIN W/ 12" MIN. GRAVEL COVER W/ FILTER FABRIC COVER WALL SHEATHING --\ PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE * 2x BLOCKING & PLATE NAILING PER SHEARWALL SCHEDULE GRADE TOP OF SL B PER PLAN II #4 0 10" O.C. HORIZ. (2 MIN) f— #4 0 16" O.C. VERT. 4 PR 4" PLA 4 " 8" TYP. T ,1 11-x,1 I ITI f 1 CLEAR * IF TYPE 4B, 3B, 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING B FOUNDATION WALL - PERP. TO JOISTS CONTINUOUS WALL SHEATHING PER STRUCTURAL NOTES / SHEARWALL NOTES PANEL EDGE NAILING PER SHEARWALL SCHEDULE 4" CONTINUOUS FOOTING DRAIN W/ 12" MIN, GRAVEL COVER W/ FILTER FABRIC COVER 2x OR 3x P.T. PLATE W/ 5/8" DIA A.B. PER SHEARWALL SCHEDULE SLAB ON GRADE PER PLAN 4111112" O.C. HORIZ. (2 MIN.) #4 @ 18" O.C. VERT. (2) #4 CONT. BOTTOM 3/4" E FOUNDATION WALL AT LOWER SLAB 3/4" = 1' 2x OR 3x PT PLATE W/ 5/8" DIA A.B. PER SHEARWALL SCHEDULE FLOOR JOISTS PER PLAN (2) #4 CONT. BOTTOM STUD WALL PER PLAN z PE PLATE PLAN &SCHEDULE BOLT (2) #4 CONTINUOUS SLAB ON GRADE PER PLAN SUBGRADE PREPARATATION PER GEO -TECH REPORT COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT ri m WALL SHEATHING PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE 2x BLOCKING & PLATE NAILING PER SHEARWALL SCHEDULE * SLAB WHERE APPLIES GRADE (2) #4 CONTINUOUS SPLICE LENGTH TYP. AT CORNERS CORNER BARS TO MATCH HORIZ. REINF. 2x OR 3x PT PLATE WI 5/8" DIA A.B. PER SHEARWALL SCHEDULE 2x BLOCKING 0 36" O.C. 1 ll1 1L ,ll17,11Iml11 -11I `"1' 4" CONTINUOUS FOOTING DRAIN / I PER I I W/ 12" MIN. GRAVEL COVER W/ FILTER FABRIC COVER 1 8" TYP.' * IF TYPE 4B, 3B, 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING C FOUNDATION WALL - PARALLEL TO JOISTS LINE OF ADJACENT FOOTING SLOPE GARAGE SLAB FOOTING PER "D /S2" F LOWER SLAB AT ENTRY DOORS FLOOR JOISTS PER PLAN ALTERNATE EACH SIDE NOTES: 1. FOR SPLICE LENGTHS REERENCE LAP /SPLICE SCHEDULE 2. FOR WALL REINFORCING REFERENCE SECTIONS AND DETAILS. 3. AT FOOTING & STEM WALLS, CORNER BARS TO MATCH FOOTING AND STEM WALL HORIZONTAL BARS. 4. VALUES FOR UNCOATED REINFORCING AND NORMAL WIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STURRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > Ddb AND CLEAR COVER > db. 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BARS ". 6. ALL TABULATED VALUES ARE IN INCHES. 3/4" = 1' 3/4" = 1' G STD. HOOK v . a a AT INTERSECTIONS CORNER BARS TO MATCH CROSS WALL HORIZ. REINFORCEMENT — CROSS WALL WALL SHEATHING PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE 2x BLOCKING & PLATE NAILING PER SHEARWALL SCHEDULE* PROVIDE GALV. FLASHING OR NERVASTROL IF CONCRETE IS IN CONTACT W/ WOOD SLAB ON GRADE PER PLAN i� POST FOOTING 4" j PLAN PER 4" poi- 307 2x OR 3x PT PLATE W/ 5/8" DIA A.B. PER SHEARWALL SCHEDULE #4 0 10" O.C. HORIZ. (2 MIN) #4 0 16" O.C. VERT. Im11 z-1 CLEAR FLOOR JOISTS PER PLAN (2) #4 CONT. BOTTOM 8" TYP. * IF TYPE 4B, 3B, 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING a .. I D FOUNDATION WALL AT GARAGE / CRAWL 2x BLKG W/ 16d TOE NAILS ® 8" O.C. F.J'S PER PLAN LAP 6" W/ (4) 16d FACENAILS OR PER MFR. II RI 2x4 CLEAT EA. SIDE PT POST PER PLAN SIMPSON A35 (2) SIDES OF POST FOOTING AND REBAR PER PLAN 3/4" = 1' LAP SPLICE & DEVELOPMENT SCHEDULE RECEIVED CITY OF TUKWILA JUN 0 2 Z008 PERMIT CENTER 4" _ 1' CO C) 0 N a) 0 C\J CO t— OD 0) C) uJ z_ 0 2 (0 LU cd LU H STEPPED FOOTING 3/4" = 1' NP. THICKENED SLAB WALL FOOTING 3/4" = � K LAP SPLICE AND DEVELOPMENT LENGTH SCHED. 6R T [)LSIGN W ?KKS 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 F_ W N T 0 Tr W N 1 /4 " =1' -0" SCALE 1.08,08 DATE DETAILS B.J. COMPUTER FILE NAME S2 SHEET NUMBER L USS MFR. TO DESIGN GABLE END TRUSS FOR 4500 LB LATERAL AXIAL LAD, AND 16.2 PSF NAND LOAO ON TRUSS FACE NAIL TRUSS TO BLKG, PER SHEARWALL SCHED. 0.148 x 3-1/4" NAILS 0 6" O.C. T PANEL EDGE NAIUNG PER SHEARWALL SCHEDULE CONTINUOUS NAILER MIN. 2x4, TOP & BOTTOM SHEATHING FILLER PIECE * A35F CLIP PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16" O.S.B SHEAR PANEL. SECTION r U/S3 L 2x BLKG. BETWEEN BRACES PLATE NAILING PER SHEAR WALL SCHEDULE * FLOOR SHEATHING 0/ MANUFACTURED TRUSSES * IF TYPE 4B, 3B , 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING FLOOR TRUSS PERPENDICULAR TO WALL DIAPHRAGM EDGE NAILING PER PLAN COIL STRAP PER PLAN 2x BLOCKING W/ PLATE NAILING PER SHEARWALL SCHEDULE (MIN. 16d 0 6" 0.C.) FOR SHEARWALL TYPE 4B AND HIGHER USE A35 CLIP IN LIEU OF 2x BLKG. (IF BLOCKING IS NOT USED, USE A35(F) CLIPS PER SHEARWALL SCHEDULE) (2) 16d NAILS EA. SIDE OF SHEAR PANEL TO T 8c 13 CHORD OF TRUSS DESIGN SHEAR PANELS BETWEEN TRUSSES FOR AXIAL LOAD (IN-PLANE SHEAR) NOTED ON PLAN PLATE ATTACHMENT PER SHEAR WALL SCHEDULE STUDS & SPACING PER PLAN SHEARWALL NAILING & SHEATHING PER PLAN & SCHEDULE INTERIOR SHEARWALL PERP. TO ROOF TRUSS 0.131 x 3-1/4" NAILS 0 6" O.C. AT BLOCKING (9 NAILS MIN.) 2x4 BLOCKING W/ (3) 0,148 x 3-1/4" NAILS NAILS AT EACH END TO TRUSS TOP CHORDS AT EACH BRACE MEMBER 2x4 AT 6-0" O.C. FOR BRACE MEMBER W/ (2) 0.148 x 3-1/4" NAILS TO EACH TRUSS BOTTOM CHORD 2x BLOCKING WI PLATE NAILING PER SHEARWALL SCHEDULE 0.148 x 3-1/4" NAILS CLIP PER SW SCHED, IN LIEU OF BLKG. AT S.W. W/ (2) ROWS OF PLATE NAILING OR MORE 2)2x4 BRACES AT 6'-0" O.C. 3) 0.148 x 3-1/4" NAILS ACH END, EACH SIDE TYR TRUSS WIND BRACING a ALL GABLE ENDS 3/4" = 1 M Q 3/4" = 1 U PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE *A35F PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16" O.S.B SHEAR PANEL - /V I I la _I I lir 1 I I 0,,MA Mr- PLATE NAILING PER SHEARWALL SCHEDULE * DIAPHRAGM PANEL EDGE NAILING FLOOR SHEATHING PER BLOCKING PANELS STRUCTURAL NOTES, 0 4'-0" O.C. NAIL PER PLAN PLATE NAILING PER SHEARWALL SCHEDULE (MIN, 16d 0 6" 0,C.) FOR SHEARWALL TYPE 4B AND HIGHER USE A35F CLIP * IF 4B, 3B, 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING FLOOR TRUSS PARALLEL TO WALL ROOF DIAPHRAGM NAILING PER PLAN 2x4 BLOCKING, VENT BLOCKS AS REQ'D PER PLAN SIMPSON H1 EA. TRUSS PANEL EDGE NAILING PER SHEARWALL SCHEDULE WALL SHEATHING PER PLAN & SHEARWALL SCHEDULE TRUSS TO WALL CONNECTION 2x4 BLOCKING 0 BOTTOM TRUSS CHORD NOTE: TRUSSES AND SHEARWALL BLOCKING NOT SHOWN FOR CLARITY PREMANUFACTURED FLOOR TRUSSES PER PLAN PREMANUFACTURED ROOF TRUSSES PER PLAN ROOF SHEATHING PER PLAN STRUCTURAL NOTES 2x4 BLOCKING TOP TRUSS CHORD NAIL PER T/S3 2x4 BRACES PER T/S3 CENTER BLOCKING, NAIL FROM EACH SIDE OF BRACE DOUBLE TOP PLATE OF STUD WALL AND STUDS PER PLAN TYP. TRUSS WIND BRACING SECTION 3 N BLOCKING 3 R 3/4" = 1' V (3)16d BLOCKING TO PLATES 0 EA. PANEL 3/4" T&G PLYWOOD SUBFLOOR W/ EDGE NAILING TO BLO KING PANEL BELOW, PER PLAN 8d 0 6" O.C. ALL EDGES 7/16" O.S.B STIFFENER IN / 8d © 6" O.C. ALL EDGES 2x4 BLOCKING (4 SIDES) W/ 8d @ 16" O.C. ALL EDGES 2x STUDS @ 16" O.C. FLOOR TRUSS BLOCKING 0 BEARING & SHEARWALLS SIMPSON STRAP PER PLAN AT 1-PLY TRUSS OMIT BLK'G AT 2-PLY OR MULTI-PLY SHEAR TRUSS TOP PLATES OR BEAM TRUSS SECTION SUB FLOOR /— PER PLAN 1/2" GAP BELOW BOTTOM CHORD, TYP. TYP PARTITION WALL PERPENDICULAR TO TRUSSES flip PAR11TION WALL PARALLEL TO TRUSSES TRUSS W/ EDGE NAILING. ENTIRE LENGTH. TRUSS MFR, TO DESIGN TRUSS TO RESIST SHEAR LOAD INDICATED ON PLANS (MIN. 1500 LBS) OF STRAP TRUSS TO WALL DRAG DBL 2x TOP PLATE PARALLEL — PREMANUFACTURED FLOOR TRUSSES PER PLAN (3)16d TO PLATES TYP EA PANEL 2x BLOCKING O.S.B STIFFENER ELEVATION SECTION SECTION 2x BLK'G, L=4'-0" W/ (2)ROWS OF 16d NAILS 0 4" O.C. STAGGERED. POST PER PLAN PERPENDICULAR ROOF TRUSSES PER PLAN 2x4 VERT. BLOCKING 0 24" O.C. STC CLIP 0 24" O.C. SLOT UP. NAIL MID HEIGHT OF SLOT \ 1/2" GAP BELOW BLOCKING, TYP. x4 DOUBLE TOP PLATE, TYP. BOTTOM CHORD OF ROOF TRUSS PER PLAN STC CLIP 0 24" O.C. SLOT UP. NAIL MID HEIGHT OF SLOT 3/4" = 0 3/4" = 1' S FLOOR TRUSSES W/ (2)-H2.5 EACH BEARING END 0.S.B. PANEL OVER 2x4 BLOCKING. NAIL ALL EDGES W/ 8d'S @ 6" O.C. NOTE: STRAP AT BEAM LOCATIONS SIMILAR 2ND FLOOR HD STRAP TO BLK'G PANEL W/ (20) 0.148 x 3-1/4" NAILS 0 EACH PLATE SPLICE U.N.O. TOP PLATE SPLICE m■Emmummummiriamm 4'-O" STUD WALL SIMPSON MS11-26, UNO OVER PLYWOOD MIN. 4x POST FULL BEARING FOR HEADER END NAILING PER SCHEDULE PLYWOOD PER PLAN 0 8- 30 H2.5 @ EACH END (2)2x4 BLOCKING AT STRAP NON-BEARING WALL TO TRUSS CONNECTION 1/2" = V W GARAGE FRONT SHEAR PANEL 2x STUD WI PLYWOOD E.N. 0 PANEL EDGES STRAP PER PLAN 0/ PLYWOOD FILL ALL STRAP HOLES WI SPECIFIED NAILS SHEATHING PER PLAN (2)2x4 BACKING © PANEL BLOCKING (8)16d 0 BLOCKING PANEL TO FLOOR TRUSS ittVIONtU 1-LA CODE COMPLIANCE APPROVED SEP 1 'NH City Of Tukwila BUILDING DIVISION DBL. 2x TOP PLATE TOP PLATES AS REQUIRED CONTINUOUS HEADER DBL. TOP PLATE c, OF STRAP MIN 4x POST W/ 2x STUD PLYWOOD SHEAR MATERIAL PER PLAN 2x STUDS PER PLAN. 2x P.T. PLATE PER PLAN HOLDOWNS PER PLAN A.B.'S PER PLAN 3/4" = 3 / 4" = RECEIVED CITY OF TUKWILA JUN 02 2008 PERMIT CENTER 1/2" — Ka) ST SICIN W9KK.S • NI MI • 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 OF- < zuJ rt o FP— C') ( . 0 00 C\1 C 07 z wup ci) 0 (/) W 9 °- jJ 1/4"=1'-0" SCALE 1.08.08 DATE DETAILS B.J. COMPUTER FILE NAME SWTNUMBER crj LU )Od TRUE 0 0381011- M4 01NI AVE1 TO/HOW 30011 s pia ts'have K'. n r!viewed by h .k i" .- Via ;F- Depa�r crlt 'car confo _anc:, Igiith ft : �� 9g . stan.dasc75. A "i1 I.sA cct. 5.eei pm ^p.r.i u . . *11..". {.... i I : •i. , IF .17.c vy. ±atuo r.; o.— /- � �. a • o ' ea ar ci ar a ds arses r l? • ce ".. - 1 . - l .A...; 3 e a ire w ua - , O the desiki. re .1 tc, all - vith Q esigner. AddVonS, deletions or reti ions to ' iiese- 1 — drawings after this date will void this acceptance l, arid- will reouio -a resubmittai of revised drawings \ for suhsequen0appraval. u Vim] acceptare is subject to field inspection by he Public VVks utilities inspector. Date: 'By: PERMIT CENTER RECEIVED CITY OF TUKWIIA City of Tukwila JUN 0 21008 BUILDING DIVISION b FIELD COPY 4 p 1- 2 a 0 —$SZ STEVdS AIRN110 -.97.0 JO AZN,ZE 311 01. SS333Y NO1L3flNfSNOO ivision. N --r. • - -.... li i 4::auirn n nqw Fran subm tl d c aional plan r•" fs: a. M .ZL S NO1043130 MOM 01103NNO3 SN OII.11OO1 nano S310N30 (S0) 11V130 13c N I Y is N ceD Q CL w LLB CL W N CA 5 1 CO 4") —1 1 cui cr) ILLJ CC S)13V813S 0111110321 11V NIH11M 38 1Sf V 21311V1 so N STIVM ONINIV138 ANV" :310N w U i rr �o O Cr) cn cn )1V81pS 0111110321 ANV 01N1 'XV11-,81. 0 AVM ONVH213A0 30021 310N o CU O U 7.1 0 ST1VdS A2121410.9 30 plzl 38 -01 SS33OV NOL130111SNO3 310N FN- W_ J W m W_ O C13 6 W ¢r cr, cn Z W = w r CC J > Z O J u_l CC ON Q p Z CM cc J SNOL[d3OX3 ON - SV32IV WV3211SNM0O TIV 1V 0301A021d 38 01 S33N33111S 310N ;r-, N .1 O O w 0 1131.SAS NOL1N3130 03H021ddV 01 103NNO3 SNOLLV0011f10dSNM00 S310N30 (SO) 310N i u_. / / / / / / / / / / / / / / / f i I / �ans e .. ,4a , r6 / be reviewed the Irub 4.I� ' / Lc-Vrks D a rtm e fo c form nce wi cu p41 _ — . fix � r �' : v / ..W / oiaiiss on w ich do OA nc a t?a o ati o k , 1 41,1 V a.o.ted st.. _arch 'r ordinatiQ. Me re psy'biffty" _ - -for�e adequacy,.f_the "d igr rests- total - ty with the - signer. Aidttio s, deletions oq o terse �- .rawings after is date will void this acceptance and will require a resubmittal of revised drawings RECEIVED f subsequentIpproval. the t GITY OF TUKW�L -A Li Final acceptant is subject to field inspection by JUN 0 2 ' zoo 8 Date: Public Wois utilities inB y ector. PERMIT CENTER .120i.-601 A cb. . =81.7' south end curbing south end concrete walk ( street margin per ROS 15/233 chain link fence is 0.9' north & 1.7' west of set rebar w /cap t ( 74) o o cb rim = 90. 90.6 a9.° ass `, /1Q / L D 3 - 72/RE I north e d curbing- -- W / : CO PRivE kw) v) 0 N elevations t concrete cu • ing flowline • •wn 0.5' (Alt 100 0 aNvY ) )o9-30') LFPL=KF. 77Gti7L /J1.& • € N/ /F!'7 /DN 16 " PVC ) 1 04.6 thr eshhol cb • rime= 81.6'` A A ra4.2 r� vox POST SPACING MAY se TO B' IF WURE BAG QNQ I USED J NOTE FILTER FABRIC FENCES SHALL BE INSTALLED ALONG co rrOURWNENEVER Dlg trench cb . • ;• rlrn 87.0' c) FIGURE C.3.1.11 SILT FENCE II S7A8 /L )2g. Et /iE Ldrs 1 20 l GONG, t'AD I . At • .1 2114 lag /- LAT 2 - AOS (ASTM D4751) .30 -10Q sieve size (0.60-0.15 rnm) for slit film 50.1Q0.sieve size (0.30 -0.15 mm) for other fabrics Water Pemnittivity(ASTM 04491) . 0.02 -,se&I minimum . • - Grab Tenttile Strength (ASTM D4632).. 1116 ills. min. for extra strength fabric • .10Qibs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) '30% max. Ultraviolet Resistance (ASTM D4355) 70% min. C.3.1.E SILT FENCE 2� 7 BY14 Oa. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED MW adUM 414' TRENCH BACIffal TRENCH WRH NATIVE SOIL ORS/4' -08 WASHED GRAVEL 214' WOOD POSTS. SfM FENCE 'POSTS. REBAR..OR EQUNALENt NCE INSTALLATION AND MAINTENANCE -fabric •vorraar SILT-FENCE Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use Sit fence maybe used downslope of areas.. Siltfence is not to treat concentrated flows, nor. is it intended to treat•substantial amounts of overland flow. Design and Installation Specifications . 1. See Figure C.3.1.E and Figure C.3.I.F for details: 2. The geotextile' used must meet the standards listed below. .A copy of the manufacturer's fabric specifications must be available onsite. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer. post spacing may required for extra strength fabric if field performance warrants a stronger fence. 4. Where tho fence is installed, the slopeshall be no steeper than 2H:I V. 5. If atypical silt fence (per Figure C.3.1.E) is used, the standard 4 x 4 trench may not be reduced as lang as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards 1. An•damage shall be repaired immediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. FIGURE.C.3.1.A STABILIZED CONSTRUCTION ENTRANCE 11 25' MIN. •i ir i I i ` • .•'' \`fie. i!+:• : �:. moo. INSTALL DRIVEWAY CULVERT IF .THERE: • d� : ° %%:I/ 1S A ROADSIDE DITCH PRESENT. AS ' 011. .'!'� PER KINO COUNTY .ROAD STANDARDS \' •i i m: AS PER KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -0 , -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY R IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTRUCTIONS • • . • Your property contains a stomtwater managementflow controtBMP (best management practice) called a • 'perforated pipe connection.' which was Installed to reduce•the stormwater.runoff•ImpactS :Qttome or allot , the-impervious on your property. ••perforated pipe connection:is a length otdrainage conveyance pipe with holes In'itie bottom, designed•to'ieak ".runoff, conveyed by the • pipe; into . a gravel filled trench where It can be soakedinto the surrounding soli. The•connectlon is•intended to provide opportunity for infiltration•of any runoff.that is being conveyed:tro'm an Impervious. surface (usually a roof) to a local drainage system such ditch or•roadwaypipe system. • The slze,and composition•Gf the..perfpreted pipe connection as depicted the flow controlBMP site plan and design details must bemalntained'and maynot be changed without written approval either from the King County Water and Land. Resources Divislonor through a'future.development pemilt from King County. The soil overtop- of the perforated portion of'the system must:not.be compacted or covered with impervioUS materials. • 1 FIGURE C:2.11.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILYRESEDENCE 1 1_ random fill O O O ° O o V o Q o boo 4 04 0 D o .. 4' • g b V °40 . °e ° o a•oe • 24 min _ TRENCH:X■SECTION 'PPLAN OF ROOF filter'fabric 6" Pea pipe 1 t/2 3 /4" Washed rock „slope .--► to road ` drainage system 2'X10' Ievel w /perfpipe STABILIZED..CONSTR XTION :ENTRANCE Purpose' ' ' • Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing•a•stabilized.pad of quarry spells atthe entrances to construction sites. . , , Application Construction entrances'shall stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1 ,000 "feet'of the site: Design -and Installation .Specifications 1. See Figure C.3.1.A for details. .. . 2. • A.separation geotextile•shall be plaCecI rider rho spans•to pre9ent tine seditnont•from pumping up into the rock pad. The geotextile shall tneet•t a •following standards: - 1