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HomeMy WebLinkAboutPermit D07-277 - SIDHU HOMES - NEW HOUSESINGH RESIDENCE 4647 S 148 ST D07 -277 Parcel No.: 0042000144 Address: 4647 S 148 ST TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 4647 S 148 ST , TUKVVILA WA Cit Tukwila Owner: Name: HANSON SUSAN Address: 4661 S 148TH ST , TUKVVILA WA 98168 Phone: Contact Person: Name: GARY SINGH Address: 4224 S 148 ST , TUKWILA WA 98168 Phone: 206 244 -1900 Contractor: Name: SIDHU HOMES INC Address: 14641 46 AV S , TUKWILA WA 98168 Phone: 206 - 244 -1900 Contractor License No: SIDHUHI980NO doc: IBC-10 /06 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 277 Issue Date: 08/09/2007 Permit Expires On: 02/05/2008 Expiration Date: 08/30/2008 DESCRIPTION OF WORK: NEW 4776 SFR WITH 627 SF ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE W/ INFILTRATION, DRIVEWAY ACCESS; AND STREET USE FOR UNDERGROUNDING OF POWER, UTIITIES, AND DRIVEWAY. WATER DIST. 125 & VALLEY VIEW SEWER Value of Construction: $472,373.13 Fees Collected: $8,295.87 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 D07 -277 Printed: 08 -09 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N 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: N Permit Center Authorized Signature: I hereby certify that I have read and - d permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied i , = er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. � Signature: Date: O\ ` 't Print Name: doc: IBC -10/06 City a.. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -277 Issue Date: 08/09/2007 Permit Expires On: 02/05/2008 Date: 0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -277 Printed: 08 -09 -2007 Parcel No.: 0042000144 Address: 4647 S 148 ST TU1CW Suite No: Tenant: SINGH RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -277 Status: ISSUED Applied Date: 07/25/2007 Issue Date: 08/09/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D07 -277 Printed: 08 -09 -2007 Permit Center. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. 21: 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. 22: Any material spilled onto any street shall be cleaned up immediately. 23: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 24: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 25: 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. 26: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 27: From October 1 through April30, cover any slopes and stockpiles that are 3H: IV 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. 28: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 29: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 30: 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. 31: PAVEMENT MITIGATION FEE MAY APPLY TO THIS PERMIT. AS PART OF PUBLIC WORKS FINAL, PUBLIC WORKS PROJECT INSPECTOR WILL MEASURE PAVEMENT CUT, IF APPLICABLE, FOR FINAL PAVEMENT MITIGATION FEE CALCULATION. doc: Cond -10/06 D07 -277 Printed: 08 -09 -2007 32: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 34: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 33: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 36: 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) 37: The minimum fire flow and flow duration requirements for one - and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 38: Adequate ground ladder access to rescue windows shall be provided. 39: Maximum grade for all projects is 15 %. 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 42: THERE IS NO WORK EXPECTED WITHIN THE PUBLIC RIGHT -OF -WAY AND THEREFORE PUBLIC WORKS DOES NOT REQUIRE (1) ROW HOLD HARMLESS AGREEMENT (2) INSURANCE FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY (3) BOND FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. DURING CONSTRUCTION IF PUBLIC RIGHT -OF -WAY WORK IS NEEDED, THEN OWNER/APPLICANT SHALL PROVIDE ITEMS 1 THRU 3 ABOVE, PRIOR TO STARTING THE WORK. doc: Cond -10/06 * *continued on next page ** D07 -277 Printed: 08 -09 -2007 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: Z 1 9 D07 -277 Printed: 08 -09 -2007 Site Address: Tenant Name: Property Owners Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /wwiv. ci. tukwila. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 1 -16,xv It .g I k cJ 44,0114g.s % h c. Li 22y Sokii Nk- tL Si City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: AR/ S irJ 1 Mailing Address: As Above, qq //�� p City E -Mail Address: Ge2,j tiS oC @ # A�ti•.Cu.} .plet'Fax Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: MIAkt-vory ` 2S%G'J E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Nbe tvNEy e >\1G _ 01 1$2_ Q:\Applications\Forms- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh City Contact Person: 1 Geh S i Day Telephone: E -Mail Address: ti1r7l Ces�.. Fax Number: Contractor Registration Number: S 1DH U N1 j \% O 'Jo Expiration Date: Building Permit No. Mechanical Permit No. lii� "i V Lt j Plumbing/Gas Permit No. Public Works Permit No. Project No. Rri-Ovp (For office use only) King Co Assessor's Tax No.: 000 I 1 Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No "rult-t.4 -981A% State Zip Day Telephone: 2 2 Zy N ^ 1q n Q State Zip lob - g GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State Zip t0b 20 V, -kill') 8x k !7$ 3o - "zoo g • ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record ohs M \ 6 tom PI (2J alt-t o-A) 040, City , State Zip "" tt1.� Day Telephone: 20 , 9 4% - 019 Z Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City State Zip Day Telephone: 2- S 3 - 9 39 - 1 313 Fax Number: 7-S -1'31-1'373 Page 1 of 6 BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ a.%019 ' j ( p ) -- `` Existing Building Valuation: $ Scope of Work (please provide detailed information): Iv RAJ x.91 t e_ Fa 11 R e 4W d CP, Will there be new rack storage? ❑ Yes Trf. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): 1k 1S0 Sg . Floor area of principal dwelling: 2 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: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: Will there be a change in use? ❑ Yes [ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm [l 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC ° Type of Occupancy per IBC 1s Floor q-�`� 2 S 7 7 S D 1 of c S t L. 2" Floor � �1 T a 1 � � S . �-S 3 Floor Floors thru Basement Accessory Structure* Attached Garage 2� Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ a.%019 ' j ( p ) -- `` Existing Building Valuation: $ Scope of Work (please provide detailed information): Iv RAJ x.91 t e_ Fa 11 R e 4W d CP, Will there be new rack storage? ❑ Yes Trf. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): 1k 1S0 Sg . Floor area of principal dwelling: 2 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: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: Will there be a change in use? ❑ Yes [ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm [l 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 PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): (% - A' 1 �� I` eSn d' C� Water District ❑ ...Tukwila U Water District #125 ❑ ...Water Availability Provided ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. 5 50 cubic yards cubic yards Q: \Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800- 424 -5555 ❑ .. Highline Sewer District El ...Tukwila ...ValVue ❑ .. Renton ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Sub pitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis El ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Work in Flood Zone .. Storm Drainage ❑ ...Sanitary Side Sewer El .. Abandon Septic Tank El .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut El .. Channelization El ...Frontage Improvements El .. Pavement Cut B".. Trench Excavation ❑ ...Traffic Control El .. Looped Fire Line g.. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private _ ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Zf WA Ti 1%) w € /°" .sI- • Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU / 1 Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct ' 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 Z Hood and Duct Z Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator – Comm/1nd MECHANICAL PERMIT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: A V AvL /► CCM4,� y ak Z.-,A q o c Mailing Address: S 2 J 2 3 S. 31 1 S�' /`'►'k/.5tt tit �� ' / O °/ / ^ City State Zip Y Contact Person: GJS -a /7 _ (O' l'¢-K Day Telephone: 2-53 A E -Mail Address: n Fax Number: ev ZS 3 — 11 9 - 1 fl— Contractor Registration Number: VHEATFI 7s3 .D 8 Expiration Date o 2. D 0 9 /2f-- Valuation of Mechanical work (contractor's bid price): $ rSOO , / - Scope of Work (please provide detailed information): /0e�..l �+� �Y6 Use: Residential: New .... L'!f Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Q:\ Applications \Forms-Applications On Line\3 -2006 - Permit Application :doc Revised: 9 -2006 bh Dt.1 SYS� - . Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower ' 1 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Z Bidet Food -waste grinder, commercial ) Receptor, indirect waste Clothes washer, domestic I Floor drain Sinks Dental unit, cuspidor Shower, single head trap ) Urinals Dishwasher, domestic, with independent drain I I Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent ) Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas E - Mail Address: PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Nt Q/t- bkr PI Mailing Address: 2°1 0 1 S Contact Person: Q:\Applications \Forms - Applications On Line \3. 2006 - Permit Application.doc Revised: 9 -2006 bh 9S City State Zip Day Telephone: / Z S 713 Fax Number: Contractor Registration Number: ('A ct.L. f)* 10 I 0 M Expiration Date: 0 t 1 O'l ov Valuation of Plumbing work (contractor's bid price): $ 7 5 60 Valuation of Gas Piping work (contractor's bid price): $ 500 e ov Scope of Work (please provide detailed information): /\VP.-✓ Si 2/ /z F �"` �7 Re e iIr le ee Building Use (per Int'l Building Code): 11C7- G • Occupancy (per Int'I Building Code): / � l Utility Purveyor: Water: r/✓� T 1 / 2 T. Sewer: V J ` vzi Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: ""$,� '� �. 125.\ Date: O 4 1 03- q Print Name: G U ralAr S ; „ Day Telephone: ROC — Z Yy / / a Q V Mailing Address: L/ 9 Sot, a / (15:` A s( 707( i/c A (N`a - 9$id O ll Cit State Zip Date Application Accepted: b�- Q:\Applications\Fonns- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: bl12S Staff Initials: Page 6 of 6 RECEIPT NO: R07 -01651 Initials: JEM User ID: 1165 Payee: SIDHU HOMES, INC. SET ID: 0809 SET TRANSACTIONS: Set Member Amount t"D07'2 - I 5,362.48 1407 -166 175.56 PG07 -200 452.00 TOTAL: 5,990.04 TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description 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 1887 BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC CONCURRENCY TRAFFIC MITIGATION FEES Description SET RECEIPT TOTAL: Account Code 000/322.100 000/322.100 000/322.100 000/345.830 000/322.100 000/342.400 000/342.400 000/386.904 104.367.121.00 104.367.120 TOTAL: Payment Date: 08/09/2007 Total Payment: 5,990.04 SET NAME: SINGH RESIDENCE Amount 5,990.04 5,990.04 Current Pmts 3,820.60 88.00 175.56 25.00 339.00 23.50 200.00 4.50 300.00 1,013.88 5,990.04 1336 `'44 10 TOTAL 599M4 Doc: RECSEIS -06 RECEIPT NO: R07 -01492 Initials: JEM User ID: 1165 Payee: SIDHU HOMES INC. SET ID: S000000815 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us D07 -277 2,933.39 EL07 -336 195.00 M07 -166 36.39 PG07 -200 74.00 TOTAL: 3,238.78 TRANSACTION LIST: Type Method Description Payment Check 1255 ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: Payment Date: 07/25/2007 Total Payment: 3,238.78 Amount 3,238.78 3,238.78 Account Code Current Pmts 000.322.101.00.0 195.00 000/345.830 2,593.78 000/322.100 250.00 000/345.830 200.00 TOTAL: 3,238.78 0761 07/26 0710 TOTAL 3238.78 Project' , Type o Inspect' n: • g L) 2 \ A i Address: 1 4 (4/ 5D., ,� H( s ,' r Date Called: -- Special Instructions: / Date Wanted: O 2:7 ..... �iL/ -a .m. Pei • Requester: Phone No: 76 co - z it — /goo DO i r( INSPECTION RECORD Retain a copy with permit INS'ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p el k • J lnsptor: Date: , El $60.00 REINSPECTION FEE ' REOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: b COMMENTS: Type of Inspectio R:A -, 7 2 t - v L w . /.(-Ai k . J J SP/ A-y I-0r e ''k__ oL- J'en F /clt,s(E AJ.'��s Date Wanted: t ArivKl f 11 t._. !� r('/4r D or i styp -1-`' /1) Tr / _ /643re t.1,lr /f f ( 6' (--, f ( i-,'"- J Project: 5 Re S.JcA(,E Type of Inspectio R:A -, 7 2 Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Du - 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. I 7 — ( -or El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Proigt , •---,,„_, - Type opbspectign . --■./ .77( Date Called: Address: -/Ge./7 —5 /r —5 Special Instructions: Date Wanted; / _ /er) /2_/4 (a:rn: P.m Requester: . Phone No: 206-z0,/-/200 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431- OMMENTS: Inspector: I Date://2--2/7 proved per applicable codes. Corrections required prior to approval. / .00 REIN ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proje _ / /l/ /4°S — Type of Inspection: n Addre —� Date Called: 3 . Special Instructions: Date Wanted: / / "7 m. ( p . m,. Requester: Phone No ,o6-2Y ham INSPECTION RECORD INSPECTION NO. PERMIT NO. 17277 'D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION YL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: lnsp Cto . Date: /. 0 $58. EINSPEC FE EQUIRED P or to inspection, fee must be pai 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proje Type of Inspection: Ad�irgs�: 7 S /y� ) ` �� — � J Date Called: Special Instructions: a Date W ed: // �`b 7 pm. Requester: Phone No: —2- .C /9 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36(0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date� 7 / /7:/7 ❑4 d ..00 REINSPECTION FEE REQUIRED. Prio to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. lithe schedule reinspection. 'Receipt No.: 'Date: Project: 4 ( 9 4 1 S • I 4 .II'‘ Sr Type of Inspection: kA- ( i Si— Address:. 1 a(ltk ge.A. Date Called: Special Instructions: Date Wanted: t j 'LS 1 II Ca m C.11 Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 00 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: &MN el-r**$.4 Niagol 13LA Approved per applicable codes. Corrections required prior to approval. !Inspector: •••A 4400 'Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. I Receipt No.: 'Date: Project: Th ; / P S Type of Inspection: F 197/72//6 A 3'dress: 4/ ‘y7...5/ .9/ Date Called: Special Instructions: Date Wan d: //> 7 / fin a.m. Req es er: Phone No: 2 D/ 2 V'/ /9O() 1I Z 277 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IT NO. CITY OF TUKWILA BUILDING DIVISION P" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I lnspect - 6" j 1/4_ 0 'Date: ‘ I I ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Type of pection• 6 ' C. Address: yG y 7 S Ayg_s -- / Date Called: S C ✓ oic Special Instructions: ' Date Want e a Requester: Phone No z ) - ?y/ - 6 - d0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: frM -I /v6i " d i S, Inspe eceipt No.: Date: 'Date: x)67 277 8.00 REINSPECTION REQU ' D. Prior to inspection. fee must be aid at 6300 Southcenter B d.. Suite 100. Call the schedule reinspection. Protect e°,5- Type of In_spectipn: ' 6 .1z//-ve:". 1 , 7 Addr,s z_... 7 --./ 1 / ( 4,5 - 7 1 Date Called: Special Instructions: Date Wanted: Requester: Phone No /e2 INSPECTION NO. gf Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6,300 Southcenter Blvd., #100, Tukwila, WA 98188 90-Z77 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: IDate ..._A.,z9 7 Inspector* / $58.00 REM'S ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Projea:._. , i /) /`"?c' Type of.knspectign: r i Adc ei 5 / Vg Date Called: Special Instruction's: Date ya,teyl> ( P._11.1: Requester: Phone No -204 -iti°6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 0 Approved per applicable codes. COMMENTS: Inspector: $58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit Daty/ / ,b'a7-277 PERMIT NO. Corrections required prior to approval. Project: ie.,.. . ,s(-(if, Type of In,peition: . //x--4.---/-fii-,/fi.ea.pi, Date Called: Ad r : ss Vo ,1- / -7 57 '- Special Instructions: Date Wanted: /0 Z ---- 0 — 7 p.m. PC Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431-3670 Approved per applicable codes. COMMENTS: Inspec 27 El $58.00 REI ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: El Corrections required prior to approval. • /' r Project'- - — .� / t / J1 -5 . Type of Inspection: A i7 / 6J 4' /5/Le-12. Address: L/6- 5/7 S / / / Date Called: Special Instructions: Date Wanted: / p w / LT? . p.m. Requester: Phone No: —7DG - Z I /4i — /co O IN NO. CITY OF TUKWILA BUILDING DIVISION Z- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 11 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: g . 493- f tt11/4 664"." 2 ( !I /-f r /o✓ (ECG h O Inspector4eZ r �/ $58.00 REINSP v • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit Project: �5/-t' / /1 . Type of Inspection; Dd /6 1, Address: //6/17 S /Z7/ 57 Date Called: Special Instructions: Date : Wante "7.- /D //L� p .m3 Requester: Phone No ,,26 6-2 //V - /1`0t? INSPE ON NO. INSPECTION RECORD Retain a copy with permit 967 277 PERMIT NO. CITY • F TUKWILA BUILDING DIVISION % 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMNIEN]S: .00 REINSPECTION FEE RE t 1IRED. Prigf to inspection, fee must be aid at 6300 Southcenter Blvd. .,..Suite 100. ll the schedule reinspection. eceipt No.: I /d. Date: Approved per applicable codes. ❑ Corrections required prior to approval. Projec / / • ^�, J /NyN K �/�!,- Typ f Inspection: r , vMim Fp07 ( ,)/'G /V Address: 1 0/ "7 / d /P s7`- Date Called: J Special Instructions: Date Wanted: —2/ — 07 a.m. P•mrt Requester: Phone N P � — 2y' /- /S ' 007 2171 INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i� J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 INSPECTION RECORD Retain a copy with permit COMMENTS: I Date:!1j - /v7 "roved per applicable codes. Corrections required prior to approval. $58.00 REI PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: i Si Type of Inspection: cy-tm,./ / g��/45. ./ �.9 /I/ 0 17'. A S 4061/ A ' j X ."../ t .f it rro U 14 `)r 1-1 (9 7 4 4'7 2 /f2- C? „‘-7 Phone No: 2__? /1-ei A 0 i/s Gr i, 52 6 L )-. 7 / z j /, 4 y—. 01- / cg g." 71 1 Project:: (r./ Si Type of Inspection: cy-tm,./ / g��/45. ./ Addr G b y� - f"Dat lled: s� / J Special Instructions: Date Wanted: ,-- �,.� /�--� -,,, 241 / Requester: Phone No: El Approved per applicable codes. INSPECTION Recom Retain a copy with permit a27z INSPECT NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION re. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. ' Inspector: J / ����, 'Date: 0 $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pr ' Type of Inspection: Address: 4 4 L L ( - 3 / 1 4 J . Date Called: Special Instructions: Date Wanted: S - 0 - 7 SIAM- - P.m. Requester: Phone No: 25D-Z'/t/ - rc o c) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DO - ) - Z77 PERM NO. ( 06)431 -3670 Approved per applicable codes. Corrections required prior to approval. /4v90 /v 1-1 1 - -- "? /t,1& l.6 c/ s %f'/,'h- 41, 'Date: 9_ c _____ (77 J $58.00 REINSPECTIOtFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project � /19e-c-, 7spectio Type of � n: -/ / r i Q ?//t/4 4 A t1dfe : 5 / , / ate Called: Special Instruc ons: Date Wa — iv a.. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 too 7-z7A PERMIT NO. (206)431 -36'0 154 -Approved per applicable codes. Corrections required prior to approval. COMMENTS: ipt No.: Date: (Date: ` p d at 6300 Southcenter Bl • ., Suite 1i Call the schedule reinspection. 0 REINSPECTION FEE " EQUIRED. Pr • r to inspection, fee must be Project: - ma y' evf� IFS - Type of Inspection: F6)0 , "v G AdSlrgssf_ 17 , . - / L/ / (� / Date Called: Special Instructions: Dat nted: -7� — /D - 07 p.m. Requester: t Ph ;lz _2 /i ,_ / � D INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: I D oo7 E 8.00 REINSPECTION FEjE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec : ,n 1-, Type of Ins /ewction .. beV V Y 1 ri Address: Date Called: Special Instructions:. Date Wanted:m. O7/cY1 /c) - p.m. Requester (, r9, Phone No: 2 0 6 - c) V(/- /o v El Approved per applicable codes. Cc,4 5P s 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA18188 (206)431 -3670 197- ? ❑ Corrections required prior to approval. COMMENTS: 9/1° -F<A&c.19i 7/7/0 r 7 f N U Co we c,N -7( il(N 11 'Inspector: 6A/ IDae: ,- 7/ - 7/ 6 0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: • Pr • ct: Type of Inspecti Ads `7 so ,1 � '. ate Calle . 3 5 /0 Spe ial Tnst ctlons: Date Wante . �� / f ' ‘.....m.- p.m. Requester• � 7 !!! S)4 P ne No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ti) 7 - Z7i PERMIT NO. Corrections required prior to approval. COMMENTS: 3 11/6 iTr144AJ Inspector: 'Date: qi EI $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: �� t Type of Inspection: Sb Address: Date Called: t i 1, Special Instructions: Date Wanted: 't %./ a.m. p.m. Request Phone No: i INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit -� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: t1 w � C MLIpCI 41141/ 'Inspector: J'C1 Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pr° t: /4 J y y of Inspection ( A r • D v p ? S Date Called: v Special Instruction's: D Date Wanted: /0 ���c J D 7 m m. Requer: INSPECTION RECORD INSPECTION NO. (� Retain a copy with permit Q b 7 - / PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 670 Approved per applicable codes. 12 Corrections required prior to approval. COMMENTS: S, TLIO 1�,� f„c � " c� c44 n Inspector: a-i Oat : ,, ff $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: Address: `/(e Y7 5 /s'f Se Date Called: 0 5'/l /o - 7 Special Instructions: Date Wanted: 09 p.m. 9 (2 (1(o? D. � . k �,.P Ca - ,A,.,_„ „, - Y - v P y 9 - c (ii/ ut,,-(-, Ti t .., ife.,,J cil 2 Q,,c is Project: Type of Inspection: Address: `/(e Y7 5 /s'f Se Date Called: 0 5'/l /o - 7 Special Instructions: Date Wanted: 09 p.m. Requester: Phone No: U r-A a Y - / ''°o INSPECTION RECORD Retain a copy with permit , 7 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 1 lnspector: C-A) (Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Corrections required prior to approval. DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS PROJECT S/aflc/ HOMES LOT I xX So. /441-6 St. kl/A F5Y ERD DATE 20/07 FOR S1DUU HOMES IA/C. [WIRES / - -6R' I ?_ As- FILM COPY CODE Q�MP FOR [.L4NCE APPROVED RECEIVED CITY OF TUKWILA JUL 2 5 2107 PERMIT CENTER V01.-• 211- :[41;111 DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Kz= ,0 -7 $z = /5 (o.70) =. _____ /l. O psf Ltho /, W/tr)d (2& He/r/z.t to . ridge of rood' H= 25 ‘ 1<h= 0.70 vh = 15. 72 (0.70)=i /1.0 ps DATE DOI/ 6 S - PAGE 1 $/DHu 0M s LOT . 4c' ?U. moo, /4-8 St. 7 ~u4* (,UJ /a WA- Wino' Force 1.e. erence5: I 2o_D6anal A4SCE 7 -02 .5' 0.00256 Kz kzt kei V 2 r A-5CE 7 -02 /5ig. to - l5 V= ff5 mph ex p. B r= 406 i<'= 0.85 Azt = 400 (A/c hdf crsscarp i't 5 = 0.0o256(k 85) (8s) 0e9 = /5.72 K Determine k Fi -3 (See p. 2 77^ros V6i's. Nand (Fra-nt -- io Rea r He/ rh t to mid- /2& t of roof slope e or eave H.- H.- 25' Height above , ground level, z Exposure (Note 1) B C D it (m) Case 1 Case 2 Cases 1 & 2 Cases 1 & 2 0 -15 (0 -4.6) 0.70 . 0.57 0.85 1.03 (6.1) 0.20_ 0.62 0.90 1.08 25 (7.6) 0.70 0.66 0.94 1.12 (9.1) 0.70 0.98 1.16 40 (12.2) 0.76 0.76 1.04 1.22 50 (15.2) 0.81 0.81 = ' . 1.09 1.27 60 ' (18) 0.85 0.85. 1.13 1.31 70 (21.3) 0.89 0.119 1.17 1.34 80 (24.4) 0.93 0.93 1.21 1.38 90 (27.4) 0.96 0.96 1.24 1.40 100 (30.5) 0.99 0.99 1.26 • , 1.43 120 (36.6) 1.04 1.04 1.31 1.48 140 (42.7) 1.09 1.09 1.36 1.52 160 (48.8) 1.13 1.13 1.39 1.55 180 (54.9) 1.17 1.17 1.43 1.58 200 (61.0) 1.20 1.20 1.46 1.61 250 (76.2) 1.28 1.28 1.53 1.68 300 (91.4) 1.35 1.35 1.59 1.73 350 (106.7) 1.41 1.41 1.64 1.78 400 (121.9) 1.47 1.47 1.69 1.82 450 (137.2) 1.52 1.52 1.73 1.86 500 (152.4) 1.56 1.56 1.77 1.89 I r� Velocity Pressure Exposure Coefficients, Kh and K Table 6 -3 Notes: 1. Case 1: a. All components and cladding. b. Main wind force resisting system in low -rise buildings designed using Figure 6 -10. Case 2: a. All main wind force resisting systems in buildings except those in low -rise buildings designed using Figure 6 -10. b. All main wind force resisting systems in other structures. 2 The velocity pressure exposure coefficient K may be determined from the following formula: For 15 ft. SzSz, ' For z < 15 ft. K... 2.01 (z/z,f u - K... 2.01 (15 /z,)" Note: z shall not be taken less than 30 feet for Case 1 in exposure B. 3. a and z, are tabulated in Table 6 -2. 4. Linear interpolation for intermediate values of height z is acceptable. S Exposure categories arc defined in 6.5.6. Minimum Design Loads for Buildings and Other Structures 75 PPOJECrED AREAS FOR W/ JD ON FROAJT ELEV4T?C SURFACES 2 4- 3 A =4(0 -F 8= 30 0 SURFACES et. 4- A= 264 sf SURFACES 1 ,4 = Goeo0 sf PROJECTED AREAS FOR WIND oAi PEAR kLE vAT<Oil APAROx. M HEIGHT Of ROOF 2 SLtRFACG5 1 Et el- SURFACES 2 it 3 A =487 sf 6 -- =30 ° 5uRFACES 1 44- A =7losf PRO JEcrE.D AREAS FOR PtliAJD OA/ L EFT 5LEt'4T /OI / SURFACES 2 # 3 A = Q sf A = 3a° 5L1 cES 1 4 4 A =2100 sf �. SuR5PrcEs 1 4..4 A= ?10 PRo JEC rEC AREAS fo/' 141,',vo one R t& HT EL E VA77OAJ DENNEY ENGINEERING, INC. DATE 0 7 _ 4 ,;; PAGE 38809 191' Ave SE S wu I Lori, Auburn, WA 98092 46(» /48-114 s-t , Phone & Fax (253) 939 -1373 7 WA- Wind Forces Ref: It3C 200.6 and 45CE 7 -02 Low Rise & f /dings h< Coo ft. A5 CE 7-02 Sect. 6.5. /2.2. Coefficients from Fq. 6 - /0 A.5 Windward 41 Leeward Na //s 4 8 = go ° (,/e/. = 35 mil, Exp. 8 p z [Gqf± GCppJ Z = / /.0 psf (5ee p. y p ) Surface GCpf 1 0.5-6 jed . S 4 -a.37 Windward and L eewarc/ Roofs ratite 6 -3 Roof =. 30° p = sA [GCp{ - - G i j . p sf (Seep. 1) � Surface Cei? 2 0.2 I 5ee , 8 3 -0. 1 I /nter,r Surfaces CrCpi _ ± o. /8 An 0' (deg Building Surface - 1 2 .3 4 5 6 1E • 2E 3E 4E 0 -5 0.40 • -0.69 -0.37 • -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 20 0.53 0.48 -0.43 -0.45 -0.45 0.80 -1.07 - 0.69 -0.64 3T-4s 1 0.56 ( 0.21 -0.43J - -0.45 -0.45 0.69 0.27 -0.53 -0.48 r 0.56 0.56 -0.37 -0.37 -0.45 -0.45 0.69 0.69 -0.48 -0.48 , Main Wind Force Resisting System - Method 2 Figure 6 -10 (cont'd) I External Pressure Coefficients, GCr f Enclosed, Partially Enclosed Buildings h 5 60 ft. Low -rise Walls & Roofs Notes: 1. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 2. For values of 0 other than those shown, linear interpolation is permitted. 3. The building must be designed for all wind directions using the 8 loading patterns shown. TI.e load patterns are applied to each building corner in turn as the Reference Corner. 4. Combinations of external and internal pressures (see Figure 6 -5) shall be evaluated as required to obtain the most severe loadings. 5. For the torsional load cases shown below the pressures in zones designated with a "T" (IT, :IT, 3T, 4T) shall be 25% of the full design wind pressures (zones 1, 3, 3, 4). Exception: One story buildings with h less than or equal to 30 ft (9.1m), buildings two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the torsional load cases. Torsional loading shall apply to all eight basic load patterns using the figures below applied at each reference corner. Except for moment - resisting frames, the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. 7. For the design of the MWFRS providing lateral resistance in a direction parallel to a ridge line or for flat roofs, use 0 = 0° and locate the zone 2/3 boundary at the mid- length of the building. The roof pressure coefficient GC,,,f, when negative in Zone 2, shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimension of the building par allel to'the direction of the MWFRS being designed or 2.5h, whichever is less; the remainder of Z.)ne 2 extending to the ridge line shall use the pressure coefficient GC,,f for Zone 3. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: . Mean roof height, in feet (meters), except that cave height shall be used for 0 5 10 ° . 0: Angle of plane of roof from horizontal, in degrees. • Transverse Direction Longitudinal Direction Torsional Load Cases 56 ASCE 7 -02 DENNEY ENGINEERING, INC. DATE .07/2 PAGE 38809 191' Avc SE 0/14.5 Lo r Auburn, WA 98092 x)( c5O . St Phouc & Fax (253) 939 -1373 7 d,g w,4 fore S - rf - c si/er56 Pool DI4hra9m Level kjb d erei From" Elevcthav, Roof: 1= =1/, 0(0. -- 0.18)(54/4) -' 0(0.7 /FY*0)= 230 Wa115: F= /J. 0(016107 a /FX264) l/.0 (6.37-7 = 4270 7200 tth <m Rear Eler/ thni Roof• F ilo (0.2 /-- 0.1s)(4/0 0(0.3 +- 0./ 8)(540) = 376 o U l l a / l s . F= / / , o (0.5( 4 0,18)(264)+11,6(0.37# a 1 is))(2 4-) = 4270 80,30# IUUbnd on 1►e. dear elev a & m con rots @ FO30 Up par. floor P,a Level Wifid T-"ror4t e /eva tzbvr F= //.0(0.56 +0,18)(660)* 11.0(0.374-0./.9)(0):.-. 7365 Add froyn cabal/ 7200# 141i:nd Rear elevatr I3 y r »spectlim, F = 9 l 5# Add fin above s' 630 # j4 ,, ) DYt Rear eiatld 2 GDntr0 /$ @ /7,395 16,5 DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE 0712/ PAGE S /D/ -//J 1--/OM5 Lor .f XX o / S t. 77.//Cw/ /a, 1NA- P11/24d Forces - Loo?et na1 hoof D/a,13h rag n4 Z.4 ve./ 14//4cl on. tef% Elevafea-yi Roo f : F"= u. 0(0.v -o, IB)(487)71- it. D (O. 4 4 3 - 1 1 ' / W40 = 2 965 4 14t/a11.5: F=//. (o.s74of o.J8)(182) +)/. 7-7 = 3055 6960* Wit;)ci onRITht 'levat'7. Roof: F= 1/.060.2/ -o ./9)(409) +//.0(0.43 +o. /6")087)= 34.0 l•U0116 F=//, ofO. S6f O./ 8) (246),zll..G(0- 37-f-a./8)(/82)= 322o 6626 Wins' C'1 R /q eieVaZeim woZrals at l0 4px' Floor P «ph ra9rn Let/di �tlino� o-n Left 5 1 e va�r�rn 14/9// F 0(0,570+6.18)(7/0)7 0(0.37 /8)(72 )= /0,075 Add fry aba/e. 59100 t /4035 t w/ v) d o ,1 R 5 6- t Elevat / I y ri;?spec.t/ , F= /o, 075 # Ach cr0 rn ab vve. 6620 .1'0,695 014;1d cm R4 ht e /e. Va tt o-n coo 6r615 a& /6, (4,995- Seisrn,c Force - X41 /owa6le 5i%-ess 17es9el Ref: 173C 2O Sect /605.3.i A-5CE 7 -02 Sect, 2. 4 l Mapped Spectra / fFccelerOEZ l S =I.5' Fig. /6 /S./ s u s S s S i t e Class D _ l.040 T 6 / e /4, /5.1. (/ 5M5 = 0.00)0. 64) = i, 5 50 E$, /6-38' 5 .as = 2 l3SMS= 2 !3 (1.50) =400 E$, /6-4O C,/se 4-5C'E 7 (.4/ /owel 6y The -O3 5ect. /c'/4L. / Exceptiovi /) Seismic Z esrgn c 8teyory D (�4seE 7 Ta6 /e 4 2. 1 a) SeTs n2cc 3ase Shear A-SCE 7 -0 V =c Cs=- S RE C = 400 =6./67 (p)(/a oo) Load Con 61.,atoh # 5 per 445cE ' -02 I S Df0.7E '1 0.7(0.167)W - pe Goads. • Areas 2/57 sf , Roof 17. psf /204 sf Wads . / psf • /0540 sf • ,Z •obr psf /F03 sf /5'00 sr DENNEY ENGINEERING, INC. DATE 07/2Y__ PAGE _J-- 38809 191' Avc SC s /DHL hoM 5 Lo - Auburn, WA 98092 ( SD, /4-V14 St Phone & Fax (253) 939 -1373 T / WA (E. 9.3:6:2,0 .T=1.00 R Roof upper S Sect, 2, ¢ I bran rverse Walls l4 [L"`uclh;7 ,71 /o r Main story frensvePSe Loa / l s 13 21 5 f i, /drtg ' wa / DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Sets/14, forces -- Tons verse Roo/ DiapAra9'n Level F = 0.117 [ 7(2)97)4-10(1056/2)1 - = ¢990 L L/rper floor ,7 /apM ra5n4 Lei/el F S -- 0.117 10) 1056 /2 4-1320/2+ 1803_1=3550 Adel 44-m above x-99 0 85¢0 u/� ✓� d eon Z'P /5 fro sverse DATE 5/H//v1 Lo71 xX o I : t. 77.4 wi /a 1/UA4 setsrruc forces - Lon91 fudt a/ Roof Dtap / ra9wt L &ve/ = 0.1 i7b7(Z197)71- /00206/2)]= 5070* Upper Floor ra9m Level 0.11706)[120012 + 1500/2-1 -1803' =310`0 Acild bove 5070 676 # It/.n d con l - r o /s io ngitu.Si;ia/ PAGE J,.9\ PANEL GRADE MINIMUM NOMINAL PANEL THICKNESS (MM) MINIMUM FASTENER PI I RATION IN FRAMING (Incites) PANELS APPLIED DIRECT TO FRAMING PANELS APPUEO OVER'/,' OR V GYPSUM SHEATHING NAIL (comtnon or galvanized Dos) or staple size' Fastener soee,r.c at panel edges (Inches) NAIL (common or galvanized boa) or staple size Fastener spacing at panel edges finches) 6 4 3 2' 6 4 3 2' StrUctU:alI Sheathing 3/t6 1 /4 6d 200 300 390 510 8d , 200 3C0 390 510 1 1 l 6 Ga e 165 245 325 415 216 Ga _e 125 185 245 315 3l 6 1 / 8d 230 360 460 610d 104 280 430 5501 730 1 1 t/T 16 Gage 155 8d 235 235 395 315 505 400 670 216 Ga e ' 104 155 280 235 430 310 550 400 730 7 /I6 - 1 / I 1 16 Gage 170 260 345 440 216 Gage 104 155 280 235 430 310 5.0 400 730 151 1 Sd 1 2 80 430 550 730 ' 1 OA I Gage • 1 'r t ' Mr 216 Gage 155 235 300 ( 400 _ 1 /, 870 . 10d — — — — 1 —1-110 510 665 Sheathing. plywood siding= except Group 5 Species 1 a` .1404. / 1 '/4 6d 180 ,. 350 450 8d • 180 270 350 (' 450 I l 1 1 /? 16 Gage ( r: • 2 20 295 375 - 216 Gage 110 165 220 285 2/6 1 61 e i ill a 390 510 8d 200 j 300 390 310 134 Sd 4 • I 410 530 104 260 380 490 640 1 1 /Z 16 Cage it 210 280 360 2 16 Gage 140 210 280 360 46 1 8.1 240d 350d 450 • 585 10d 260 380 490 640 I 1 I55 230 310 216 Gage 140 2(0 280 360 /32 • - a 5 5 _ 104 260 380 49or 640 1 /, (l l6Gagc 1004 $' — — — — _ � l ZGa!e - vi i - .r., 216 Gage 140 210 280 360 19/32 11 /, 104 340 510 665 870 — — — — — 1 1 4 16 Cage Nail Size (galvanized casing) 64 185 140 I 280 210 375 275 475 360 Nat — ize (eaivanized casin 8d — 140 l — 210 -- 275 — 360 11/ 5 /ts 3 13/ 8d 160 1 240. 310 410 104 160 I 240 310' 410 A Oh °twee IBC -200eo stirAR TABLE 2206.4. ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOu STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS-FIR-LARCH, OR SOUTHERN PINE' FOR WIND OR SEISMIC LOADING g. Values apply to all- veneer plywood. Thickness at point of fastening on panel edges governs shear values. IL Where panels are applied on bads foresail and nad syncing is less than 6 inches o.e. on either side. panel joints shell be offset to fell on &Ennis framing members. Or framing shall be 3 inch nominal or Miriam and nails on each side shall be staggered. L In Seismic Design Cuesory r),E o 41:where shear design vaJoes exceed 490 pounds per lineal foot (LRFD) cc 350 point per lineal kot (ASD)311 framing mambas receiving edge meting from abate rig panels stall not be leo dun a siegle 3-inch nomi- nal member. Plywood joint and sill pate n'ailing shall be staggered in all cases. See Section 23053.10 for sill pine size and anchorage re suirense •s. j. Galvanized nails shalt be hot dipped or tumbled k Staples shall have t minimum crown width of /" inch. F o e SI: I inch a 25.4 mm.1 pond per foot a 143939 W m. R /IIS[ 0775 + r ap a /) LU a For framing of oche:species: (1) Rad specific gravity for sp•Aes &amber in AF&PA Natural Design Specification. (21For stapks issd shear value from table above for 1panek (regarl5essof !Welted mulcpw value by0.82 tor spe - vies with specific gravity of0A2°menetor0.65 for all odserspeeies. (3) Fossils 6nd shear value from table above for nail size for =el graie and multiply value by dle following adjus auentfaeloeSpeddc Gravity Adjustmmt Faeroe a (1 {0.3 -50)1. where SG a Specific Gravity of the framing amber. Ibis adjez*ne t face. shall not be peace: than 1. b. Panel edges backed with 2-inch seminal or wider :mining. )nsGtl panels either horizontally or vertically. Space fawners m:rimum S inches on center ong lnrertnt hair hammg mefDhea foeioncia and % inch panels instalie4 on studs spaoai 24 inches on center. For other conditions and panel thiehxss• space tssteners mariawm 12, inches on center on intermediate supports. c '/, -incb panel thickness or siding with a span rating of 16 inches on center is the muwnum recommended where applied direr to framing as etc nor siding. d. SM.ats are penniced to be framed to values shown for "/ inch sheathing with sure nailing provided (a) studs are speed a maxi:a ra of 16 inches on eenrer. or (b) if panels axe applied with long dimension *cress sari. 4 a Framing at +ing panel edges shall be 3 inches nominal or wider, and nails shell be staggered where nails are spaced 2 inch on cereet L Fuming at adjoining panel edges shall be 3 nominal or wider. and nails shall besaggened where both of the folicwing cer..icons are tux (1)10d nags having penetration into framing of more than 1 'f, inches and (2) nails are spaced 3 inches on CI-1) r m C UPPER STORY SHEAR WALL PLAN F t L_ ` 11.5' CH) - -- - - - - -J ©22' y ©13 C 11PPER S 0/Z)".5HHEAR DfS7'R /BUT /Dij \ V't DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 UPPER 5rogY SHEAR WALLS CUMULATIVE Lta1G -15 /4'` 4- 5 = /9 _` HEAP5_ 1399 _7 //i(l l9 SEtsMrc : -U--. 569 - r9 hi I DATE ey7a PAGE )' 5/DH LOT 46 xX 45o. /48 3t. 7i4Wi /a, 14/A wutiID FoRce r- 5'6360.5/66)7= /3%'9 �= 5(09 DESIGNATION ® SEISMIC FORCE = 4 ? ?6 LOCO - riON Lek elevy t /o-►? « /« SHEATH SHEAR WALL I T /5 32 CDX f'LYWD OR 7 �l 6058 O. AIE rACE, BLOCKED 8o/ NA-ILS AT 6 O.C. ' OR /S GA- x / 2 STAPLES AT 6 0.C. AT PANEL EDGES AND WALL-PIER I30UIJDARIES, AND /2 o.c. IN FIELD OF PANEL. O V EZTURNING M = 74(5 PL = (1/2 Y SYS) iL WOO)) =- /4- DIET UPLIFT -- 3330 _ 6/4 = 3 # 3' 2. 6 if 5 E SIMPSON MS 7436 ST? AP 115. EACH SIDE OF 5HE4R PANEL W7 22 -- /bci MAILS IN *TRIM 5Tt105 ABOVE At-lc SELow FLOOR AtJD IN RIM JOIST (22- /Qc/TorAL) .WHERE WALLS ABOVE-. AND 13ELOW ARE OFFSET, NAIL To ' 51W5 A13OVG- FLOOR AND TO RIM (oR TO FLoOtz SEAM IC OCCuRhfNG) DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 • LUPPER STORY HEAR WALLS WINO FORCE F= V03o(r9.5/46 ;/ = 23 73 DESIGNATION ® SEISMIC FORCE = 4990 < ) LocA /ri ter/ or /eft of hoF`j areas CuMuLAT(VE LE/AG /.' / /'= 2/.a / 51-i EARS W IND : 2 373 _ 4 / It� 2 SEISMIC : - v - = /474 _ 3-7 #'/ 26 /5 '/ ° t/ N 1 5NEATN 5NEAR WALL w 3 2 CDX FLYWD OR 716 055 OAIE rAGE, BLOCKED v 7 ed NMLS AT (D O. C.' OR 46 . GA. x � STAPLES AT 6 0.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2" O.G. IN FIELD OF PANEL. 0 V ERTUIUNING Mor— 901)(9) =9O6 9 r t2L = ( 17 (`x) ( !!) + = // /JET UPLIFT = 9009 — >/60 -- 237 if No o/d Ao/e/ourns re 'mil DATEO /2% /67' PAGE 17 $/DH1 1 LOT jl __14XX 50. 487 3t . Mkt wJ /(g 14/A DENNEY ENGINEERING, INC. DATE 38809 191` Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 LIPPER srogy SHEAR WALLS WINO FOacE F= • F030(22/66.)=-- 2. 1 DESIGNATION © SEISMIC FORCE = 4”.0 ( 11 ) /61,03t LocA /r t&Nior r,''4 ci2 areas CUMULATIVE Lt.NGTHS /2' f /4' = Vo' SHEARS' W1ND: /Pr= 2 6 7 7 - /03 26 SEISMIC : `U"=. /(0.103 64 1/. 210 ( /'! N 1 SHEATH SHEAR WALL 15 32 I ' COX FLYWD OR 7,4 /f BLOCKED, w f gd NIkILS AT Pn O. C: OR 15 AT 6 0. C. AT PANEL EDGES AND WALL -PIER /2 ii O.C. IN FIELD OF PANEL. O V ERTURNI NG Mor /03 (9) (9) = 343 #- tPt. = ( (;)(9) L / g52 DIET UPLIFT 3343 c/52 , - 1/51 9 2 6 PAGE h�o�s Lor xx 50. /4-87 St . 774 wde3 14'4 055 OA/E race, GA. x 1 A " STAPLES BOUNDARIES, AND' N to Use 3IMPSON / sTTRAP T11= EACH 51DE OP SNEAK PANEL W7 22 - 10S AJAIL5 IN 'TRIM 5TU05 , gCAvE AMC t LOvv FLooR AND IN RIM JOIST (22 - /0ci "TOTAL) WHERE WALLS AgOVG- AND 13ELOW,FLOOR ARE OFFSET, NAIL TO 5TU05 AI3o /e FLOOR AUG' TO RIM tlolsr (OR TO FLoorz BEAM IF- OccURMINCG) LOCA t4.1 DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 UPPER STORY SHEAR WALLS DESIGNATION O h t e vati CUMULATIVE L0 19 =39' SHEARS' WIND : V �1 3 9 SEISMIC: `U'= 983 _ 2$ 39 �/ N 1 5HEATN SHEAR WALL 1 732 n CDX FLYWD OR 7 BLOCKED V 8 NA-1LS AT 6" O.C.' OR, 15 AT O.C. AT PA EDGES AND WALL -PIER /2 O.C. IN FIELD OF PANEL.. 0VERTURN M = 4/ (9)(9) . = ( 2/ 3 ) 7( + /0(9) /ota * DAT Ed Zy PAGE 5WHU HCM 5 Lo ral . 46X X So. 1487 St 7Z4'c w, /a WA SEISMIC FORCE = /I 05B !iiJ FAGS 9 GA. x / rl STAPLES 13OUIJDARIES, AND tiIET UPLIFT 3 _ / $4 No net ul7/ / it NO � i 0/6/0 Len s /'7e1;?(/ WIND FORCE 1=— 803003/66) /En 4990( " - g�3 hi 1 • • DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 / /PPER STORY SHEAR WALLS DESIGNATION O L.00A11014. front wall of cara9e CUMULATIVE LENGTHS . /2 " SHEARS WIND : -v- 931 _ 7g .5E15MtC : - v=..71 3 — 59 l2 DATE( 5 /DHU / M 5 Th WJla WA • WIND FORCE I 6620(9/64-)=3 SEISMIC FORCE 5070C` 7 /3 N 7 11 SHEATH 5NE.AR WALL "/ /5/ /52 CDX FL.YWD OR � 056 O. &/E FACE, BLOCKED, 'Y gd 1.1A-1 LS AT 6" O.C. ' OR 15 AT " O. C. AT PANEL EDGES AND WALL - PIER J2 N O.C. IN FIELD OF PANEL. 0 Mar = 78'(12 )l9) = 8 ( 7 L 2 ( �- /0 (9 )(41 = 78 PAGE Lor. ?JET UPLIFT 84 _ 788 = 308 r ry) al) 12 2. /t)0 hoaourns te'c/ GA- x 1 j2 " STAPLES BOLT IJ DATZ' E5, AND. DENNEY ENGINEERING, INC. DATE D G PAGE Ai 38809 191 Avc SE 5iD »u ,L/ M S LOT 1 Auburn, WA 98092 xx. /4-8W4 St. Phone & Fax (253) 939 -1373 774 1,0/ 1WA- L . STORY SHEAR WALLS DESIGNATION O LocA Fro» t CUMULATIVE L GTFI5 � ". 4' �" 3 Ko r SHEARs WIND: /q1 4 j #/ St=tsMrC : 'i1'. 14 _ 9'2 16 wuN6 FoacE r- 662008. 5/c 1-)= /9/4-# SEISMIC FORCE _ 5o70( « ) /4/66* 1E 1/ 7 N 1 SHEATH SHEAR WALL (32 CDX FLYWD OR /Go BLOCKED, 3 NA1L5 AT � n O.C.' OR /S AT 0 O.C. AT PANEL EDGES AND WALL -PIER 12 ii O.C. IN FIELD OF PANEL. 0 V ERTURNIt4G � M = /20(4)(9) 7'7 43 20 tiL= C ) ()( = 4L(F *. MET UPLIFT 1 -1520 _ 4108' = S46 4 4 2. 05B ONE FAGS GA. X /2 ei STAPLES BOUNDARIES AND' N 6 Use SIMPSON A45 TA 30 577?AP T1E EACH 51DE of SHEAR PANEL W7 2 2- /c / hlAIL5 IN 'TRIM 571.105 ABavE ANO 13eLOW FLOOR AND IN RIM JOIST (22- 4Oc/TOTAL) WHERE WALLS ABOVE AND 1:3E1-OW FLOOR ARE. OFFSET, NAIL To • STUd5 A6oVG FLOOR AND 70 RIM dOlsr (oR TO FLoOrz SEAM Jr- occuRki&lcx) DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 WINO : v 22761 _73./ 31 SEISMIC: - -= ./743 _56 6 3/ DATED' y 4 PAGE an_ .51 .DIN Ho/44 5 Lor 4 cso. /78-fti St. 7 kVi4 L/PPLR STORY SHEAR WAL WIND FORCE F= 6620(22/64-): PESlGNATtON C SEISMIC FORGE = 5070 ) = / LocA-notJ /n tern rrr z a!1. See CUMULATNE LENGTHS 22 9' = 3/ S t-164R5 /32 N 1 SHEATH SHEAR WALL '7 '< CDx f'LYwD OR K// BLOCKED '7 &/ NA-ILS AT e0 O.C.' OR /S AT Ca AT PANEL EDGES AND WALL - PIER 12" O.e. IN FIELD OF PANEL. 05S CtVc FACE, GA. x /l? // STAPLES BOUNDARIES, AND' 0 EfZTURNING i K r = 73(9)(9) = 59/3 t'L = r'zW/703)(9)4- Ja()(13),7 =- 21/6# KIET UPLIFT= 57/3 _ 2116 _ _ 4 /Vo net 2 //0. //ats re c/ DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 L PPeR STORY SHEAR WALLS WIND FORCE 1== i$420 0/3 /6 f.1 /3 i DESIGNATION O SEISMIC FORCE = 5070( // ) = /03O # L.ocA-r,014. 'ear v'cv. tt oY) CUMULATIVE LI= h(GTFH 5 4' f 4 /Q CD = 24' SHEARS' WIND : v /3 #5 2'.7 5 isMlc : v=- 2'V- N 1 SHEATH SHEAR WALL ''`I' /5/ 32 COX FL.YWD OR _ ea BLOCKED W 7 3d NA-1LS AT l O.C.' OR 15 AT 6 0.C. AT PANEL EDGES AND WALL —PIED. 12 a O IN FIELD OF PANEL. . 0 moT 56,(4)(9)=-- 24/ 6 = ( 7 03 V4-) /o(1)(¢f = 832 DATED / 07 PAGE 3 S /DHU 4M 5 Lo T 0 50. /487 3t . 7C./7C w/la Wt4 DIET UPLIFT - 2e2/ 832 - ?8' (m / h/ 'p al) 4. 2 AID . /O/c%5 reg 05B OAIF: FAGS GA. x /1/2 i/ STAPL.ES BOUNDARIES, AND. r 1- 1 MA4141 STORY SHHE RWALL PL A�1 1 1U M alp ' 0 2. /' _ f , (k)21' �. Q/3 W MAW _STORYSHEA, D/5TR/ &r1T7OiV j 1 0 DENNEY ENGINEERING, INC. 38809 191TM Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 - 1373 iW A STORY SHEAR WALLS PESIGNATION O LoCA rLON L e (t eleL' n i CUMULATIVE LE JGTHS 34 SHEARS WIND: ?1'- 2900 , F5- #/ 3% SEISMIC: 1T=. / '/23 .... 3� DAT EO7 /2 PAGE _ $w HLI HoA4 5 Lo r I 4 x x c5o. /48 St. 7 WA- moo PoRCE F. 17, 39.5'r1//66) 2g00 SEISMIC FORCE = F540( 1! ) - /423 h ► 1 SHEATH SHEAR WALL 7 1 1 .7 COX 1tYWQ OR 7 /e055 D'V FACE' BLOCKED v7 ?Cl/ NAILS AT 4" O.C.' OR /6 GA. x /X AT 6 11 O.C. AT PANEL EDGES AND WALL -PIER EOUWDA1 lEs, AND /2 " O.C. IN FIELD OF PANEL. 0 TURNING M = g5(34)(9) = 26,0/0 .. tiL = ( (5. 5)(3 4) =50108 # 17(9 /Uo -net u.pli'ft DIET UPLIFT - 26 OW 506 #' 34- 2 NO Aolt ttryS r MA /Ai STORY SHEAR WALLS WIND roc F=. / 7 5535 SEISMIC FORCE = S54OL " ) 271'7 * DESIGNATION O DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 LocA-CtoIJ bh i or at left of op e.e, a rya CUMULATIVE LErJG -15 614"q/ = 15 S t l EARS WIND: -tr.= 5 35 _ 3 6? * 5EIsMlc : -!/-- 277 7 - 1 Sj # 7< 15 /JET UPLIFT = 1�1.q26 = 2 ?4/ 6 2. DATE © PAGE al SOM./ H0114.5 L.0 T 1' XX 550. /44714 St. 77 w/ /a WA h 11 N 2. SHEATH 5HEAR WALL /5 ( 3Z COX 1 LYWD OR 7 4 O5B OkE FACE, BLOCKED, wI 'd N LS AT 3" O.C.' OR 15 GA. X &1-. STAPLES AT .3" O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AND /2 O.C. IN FIELD OF PANEL. OVERTURNING M = 369()() =/9,926 */ til. ' ( /0 (1 3(9 X )3= %0 N 7 USE SIMFSO• HDU4- SD52.5 HOLDOwN EACH EMD or SHEAR WALL W710 SDS SCREWS IN MIN. DOUBLE TRIM STUDS. INSTALL w75 /8 1 DIAMETER BY 3 RAWL- ;BOLT, PHILLIPS RED HEAD OR Ht LT I KV» K— BOLT. DENNEY ENGINEERING, INC. DATE PAGE . 25 38809 191 Avc SE SOH O f I—/O 5 LOT I, Auburn, WA 98092 �c 1�g. St , Phone & Fax (253) 939 -1373 7Zi,k >i'/ 1NA' M A / A l STORY SHEAR WALL5 WIND P O N C E F= 17, 3 S (2 '/! 6) _ 5535 DESIGNATION O SEISMIC FORCE = 8540_( « ) " 27 / 7 # Loco - rlo» Riyh t stile of open areo CUMULATIVE 5.' -///'= /6/ SHEARS WIND: v'= 5635 `3 44y 5t= .ISMIC : - v - =. _VII_ _17 1!0 n � � u 14 2. SHEATH 5HEAR WALL / X5/ 32 CDX PLY WQ OR 'll'' 055 O/JF rACE, BLOCKED 'Y 8d 1.141LS AT 3" O.C. ' OR /5 GA. x 1t/2.11 STAPLES AT 3 O.C. AT PANEL EDGE$ AND WALL —PIER BOUNDARIES, AND /2" O.C. IN FIELD OF PANEL. O / Mor = 3 4<o(S.)(l/)_ /9,030 Pt.= 4[ 17(4)(5) 4- $ 0)4) 1 (i) (6)3 - 354 0# ?JET UPLIFT = 19 co 6 - 35 29 5 2. 1.1 7 USE SIMPSON HDU4— 5D52.5 HOLDOWN EACH EI4D OF SHEAR WALL vrf 103DS %4x2.5 SCREWS IN MIN. DOUBLE TRIM STUDS. INSTALL w7 DIAMETER BY, 3• RAWL -BOLT, PHILLIPS RED HEAD OR Ht LTI KV111K-BOLT. SHEARS WINO: 1p= 3426 __ 5 #. -v- '&$2 -WAX S l DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 SEISMIC : OVERTURNING S = . 5/(8)(9) =4032 L ( (s. 5 )(s) - Ia (0 g)(s)] -/460 * DATE 7A1e PAGE Ai 5 /D1Iu1 l 5 Lor I. 46 y- KA 5o. / �4-- 8 3t U Wi/a' WA MAW STORY SHEAR WALLS WltW) VORCE (=_ /7 31503/60 3 42 eo # DESIGNATION © SEISMIC FORCE = 8546( u ) — 16 '2 it LocM io' R qA t &lev p cm CUMULATIVE LE).1G 5 29 / -= / I SHEATH SHEAR WALL �� /. CDX PLYWO OR ��& 055 O4iE FACE, BLOCKED, V c/ NAlLs AT 6'1 0. C.' OR 15 GA. x /X2 STAPLES AT 61/ O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AND /2" O.C. IN FIELD OF PANEL. ?JET upLI FT _ 4 _ 1 4 _ -- 22.6 A%) net a � 2 I o Ao/c6tws re 'd 1 DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE d PAGE 3D , /DHu Hc.Ms Lo r 4. . :.50. /48714 3t. 7 u) /a W4 MA /k/ STORY SHEAR WALLS WIND FORCE F= /4695(145/75 = 322$ # 1)E5IGNATION CI Loco fr.o t . Wall Of yara,e CUMULATIVE LEr•IGTHS 7.5' 4 / E' St-lEARS WIND: IP= 322e 2/5 */ 15 SEISMIC: 1P= 16gL - 113' 15 SEISMIC FORCE = Fs7 (00 " ) = 94# tati /x / n n N 3 SHEATH 5HEAR WALL (.32 CDX FLYWO OR 7 /l_0 055 ONE FACE, BLOCKED, '7 &I MILS AT Gi O.C.' OR IE . GA. x 1 STAPLES AT 4 " O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2" o.C. IN FIELD OF PANEL. 0 M 2151!7.5)x`/) =/4513 . tit. = L /3)L. !0 (5)(7: 5) -/- /00)(7. 5)J = 700 . JET UPLIFT - /4 5/3 _ 7c = /5 7.5 2. N g USE. SIMPSON H HD HOLDOWI.1 EACH SIDE of SHCAR PANCL W7 23 - /lvd A 4)L IN I7OU13LE TRIM .511.1125 AND IN RAM JOIST ( 23 -1100 TorAL) 444/A/ STORY SHEAR WALLS WINO r=oacE F=. / 6095( 53 '2 #. SEISMIC FORCE = 87470Z « J ' 2 VO3 (DESIGNATION DENNEY ENGINEERING, INC. DAT 7`2'�� PAGE 3) I 38809 191' Avc SE ,,5 /DHH // /-/ M Lo r f Auburn, WA 98092 X j0 14-g l �t Phone &tax (253) 939 -1373 7 1,UJla 1/UA LOCA'CIOtJ Let wall of yarn ye CUMULATIVE LEtlGTH5 lo''`'7 = /3 SHEARS WIND : ?r. 534 - zi 13 sElsrvttc : -Ir. 28'03 _216 /3 N 4 SHEATH SHEAR WALL td 7 13 /3 t CDX PLYWQ OR Vi r 055 ONE FACE, BLOCKF_D, V gel NA AT 3" O.C. ' OR "- GA. x ^' STAPLES AT 0.C. AT PANEL EDGES AND WALL—PIER BOUNDARIES, AND � /2 i O.C. IN FIELD OF PANEL. OVERTURNING / Mar = 4// (Co)(?) = 22,/x4 ( 7 (s(6) (0 )(6)3 = &JET UPLIFT = 22, / 5"1 _ 126 _3067 2 N 9 USE 51MPSoN STKDI4CRJ) HOLDOWN EACH SIDE of SHEAR PANCL w7 2 $--//Dc S /AfERS IN IYOUI3LE TRIM STUDS AND IN RIM JOIST (2/5— f(acr TOTAL) DENNEY ENGINEERING, INC. DATE 7�Z ?// O PAGE 12 38809 191uAvcSE 5 /DHU HHM 5 LOT Auburn, WA 98092 �o /4-8"/I4 St . Phone & Fax (253) 939 -1373 i ,* w%lc'T lk1' MAMA/ STORY SHEAR WALLS DE5IGNATIO N 0 r LoCA / ber,or coal /. See ` 4 CUMULATIVE LEMG 9 9'- - /3 IL 4 35" St-1EAR5 WINO: - r- 4L// _ l /g 35 SEIsMic : - U - = 2/6/ _ 6,2'l 35 moo rorcE F = 16,6 6-5/7C - 4118 SEISMIC FORCE = 57ln o ( ii )7= 2 N 1 5HEATN &HEAR WALL 1 73 2 �� CDX ?tYWC OR 1I O5B Dpi FAc.E, BLOCKED, wJ 8S RA.1LS AT 6" O. C. ' OR 15 GA. X / n STAPLES AT 6 O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12' O.C. IN FIELD OF PANEL. O M ^ //66 42 �L .2/3)(i7(8)(4-)4 /0C. /o) '4) IL /008)(4)j= M ?JET UPLIFT = 42/ _ / /lQ — 507# c nt;ile1a /) yL 2 Mi Ao/dLs re `o! So /Ve'o to 775/ / 5 Su `r cle klt; � 9 DENNEY ENGINEERING, INC. DATE 7 - .. d ` PAGE 33 38809 191 Avc SE S /,DHu Hemw5 Lo r Auburn, WA 98092 _14)(4- .o /4M4 S t . Phonc & Pax (253) 939 -1373 77414)1 WA. MA STORY SHEAR WALLS WII4D roc C== /6 ((s (/X175) = 'MO( DESIGNATION ® SEt5Mt.0 FORCE = 8 760 ( /I ) = 2 / o2' Inca, - rloN Rear elevaz v? CUMULATIVE LEIJG - TH5 5'43 / 4 3 1 4 - 4 / =l.5 SHEARS WIND : Z1"c 4666 - 2407 #<, 15 5EISMIc : i =. 2102 _ 140#/ 15 !1 /I 1J 5 SHEATH SHEAR WALL 1 7 11 32 COX FLYWQ OR 7 � ' 0S5 ONE FACE, BLOCKED, g4' NAILS AT 4 O.C. ' OR 15 GA. X /V2' STAPLES AT 4 O.C• AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2" O.C. IN FIELD OF PANEL. OVERTURNING Mor= 2107 (3)( )=72_09 17L = (z/3)[/ IL /005)(3) f /D(/)(3)J 2.2 ?JET UPLIFT - 7209 _ e22 _ / 912. 3 2 N g USE 51MP5OW f/PANP2 HOLDOWI.1 EACH sive of SHE AR PANG -L w7 2 3 -i6d Ah4/1- S IN L'OUQLE TRIM STUDS AND IN RIM L(Otsr 23-Mod TorAL ) DENNEY ENGINEERING, INC. DATE _ PAGE 3 38809 191 Ave SE 5 �H /40A4,5 Lo r l Auburn, WA 98092 XK= �D. /�}-$ �St . Phone & Fax (253) 939 -1373 . �`,, WA- , ricI7or &3olts /7r Shear G1Ja/ls. l8 "dtameter Shear capacity in 2x muds/ill = 8300.0= 4328' (See p.,36) s = /323x total wail /en9/ 9ro SS shear force len y /iis aR der w Shear HJa // T J 5 = /328 2q640 5 1328(15) 5535 K 5^ /328'(6) 5535 L s. 132g(l0 3416 M 5 /328(20> 3228 5 /32822) =3.&0 _ 3 $4 , 23.64 — 5.47' 5 1328'(33) = / a L J 4006 s= 1328 (35) -- ! 1. 2 4 1' Use 6-0'o, c. We 3 ` � o. c. Use 3 -0`' a . c. Use 6- 0"o.c. Ilse 6 -0 o. c Use to -- O o. c. use 6-u 0_ c. / rr use to- oc. Nil N111 1\110 N110 N10 N10 k110 DENNEY ENGINEERING, INC. DATE PAGE 0 38809 191 Avc SC 5/DHU ,OA Lc r f Auburn, WA 98092 /4-g -� St Phonc Si Fax (253) 939 -1373 7u Wila WA- rr 1r 7n N 0_ 'INSTALL 5/ rt DiA• x -- — AIICHOR BOLTS 1� vIINIMuM f C-MI3CDMENT AT (d r, MAXIMUM O.C. INSTALL Wt'>•H SIMP5ON I3P� BBEARING PLATE WASHER. t2 WASE(L OtMCNstONs 2u x 2 x !l • rr w7 711 MII�liN1uM ' DIA. x _0_. AnICHOR BOLTS 'INSTALL • LNII3CDMaNT AT 3 d MAXIMUM O.C. INSTALL 'WITH SIMPSON�P5 /8 2 BEAR ING 1'1.�1Yt . �t'l�SUER. WASI -ICR D(Mt t4StON5 2 __ x 111 x 340 r • Thickness i31 wBIQ nog 6=0.67 Red Oak 0=0.55 Mixed Maple " Southern Pine G-4.50 Douglas- Fir -Larch 0 =0.49. Douglas- Fir -Larch (N) G =0.46 Douglas -Fir (S) Hem -Fir (N) Embedment Fr Depth in Concrete Jagwapi 2 apis ZII lbs. UItpdaQ Ee tuawpagwg • Z1 lbs. ZII lbs. Zi. lbs. ZII Zi lbs. lbs. ZII lbs. Z1 lbs. ZII Zi lbs. lbs. L11 lbs. Z1 lbs. Zil lbs. Zl lbs. 0.500 730 460 660 .400 620 370 620 360 570 330 600 350 520 290 0.625 1020 630 930 560 . 890 ' ,. ' 520: 880. 520. 820' ' 410 860 470 • 770 1.5 0.750 1380 850 1270 660 .1220 580 1210 560 1140 450 1180 520 1080 360 0.875 1800 960 : . `1670 ': 720 1610 • 630 1600 '•. 600 1520 490 1570 550 • 1330 390 1.000 2280 1 . 1020 2140 760 2080 680 2060 640 1760 520 1930 600 1520 420 0.500 780 560 750 510 730 460 720 450 690 390 710 430 6.0 340 0.625. 1220 . .770 • ' ` 1170 , ' • • 650 • . 1140 , ' • 600 ?'• : '1130 " 590 .. 1020: : ". 520:: 1030. 560 , and 2.5 0.750 1760 970 1560 830 1480 780 1460 760 1340 680 1410 730 greater 600 0.875 ' 2190 , 1200.. •A. 1960: •.. 1050 • 1870: ` ..•:...990 .:' . • ; 1850 " .. ..970. • .. 1700. . :., 810:: 17S-0 920 . ' , 1580 , .. 660- . 1.000 2670 • 1470 2420 1280 2310 1120 2290 1080 2130 880 2220 1000 1990 700 0.500 780 560 750 520 730 490 720 490 690 450 710 470 670 400 0.625 1220 ,' 850. • ; .1170' . t:. 780 . 1140':: <' • 710 ' ' 1130 ' ., 700 •: : 1110 660 ..::. 1040 : 3.5 0.750 1760 1150 1680 950 1640 880 1630 860 1560 750 1600 820 1470 660 0.875 2390 • 1370 • : 2280'... 4160. ' :'- .2230' . 1070: .• '2210' ' •';,1050: • 2120 1000 '. '1830:: ' ' 840 1.000 3120 1620 2850 1390 2700 1300 2670 1270 2430 1150 2570 1230 '• Thickness Jatotue!Q tiog G�.43 Hem -Fir 0=0.42 Spruce- Pine -Fir 64.37 Redwood' (open grain) 641.36 Eastern Softwoods Spruce- Pine - Fir(S) Western Cedars Western Woods 6=0.35 Northern Species UItpdaQ Ee tuawpagwg • JAW ..!' e aP!S Zi lbs. . Zi. lbs. ZII Zi lbs. lbs. ZII Z.I. lbs. lbs. Zil lbs. Zl lbs. 7 II lbs. Z1 lbs. 0 . It 1 330 570 330 530 300 520 290 510 280 1.625 830 420 820' ' 410 . 780: 350 770 •' 330 760 320 1.5 1. 1 I I 460 1140 450 1090 370 1080 360 1060 350 0.875 1530 500 1520 490 . 1360 410• 1330 390 1280 370 1 . 1.000 1800 540 1760 520 1560 440 1520 420 1460 400 0.500 700 400 690 390 670 350 670 340 660 330 6.0 .0.625 • 1040. 530 1020: : ". 520:: '1';', 950 '':'• • • ..480: , 930.;; :..:460 910 450 and 2.5 0.750 1350 690 1340 680 1250 620 1230 600 1200 580 greater, 0.875 1720 • : 830 .. 1700. . :., 810:: ::. 1600 :-.• :680. ' , 1580 , .. 660- . 1550 610 1.000 2150 900 2130 880 2010 720 1990 700 1960 680 0.500 700 460 690 450 670 420 670 400 660 400 0.625 •1090 610: ' .: 600 • 1050 : :;::1: 540 ' ..::. 1040 : :.•. 520' -i . 1030 510 33 0.750 ' 1570 760 1560 750 ' 1490 670 1470 660 1430 650 0.875 2 0 3 0 • 940 • '. ::2000 ' : : : ' : 930' :•; 1850 - .I. : ' 850. '. '1830:: ' ' 840 1780 810 1.000 2460 1170 2430 1150 2260 1020 '• 2230 980 2180 940 Table 8.2E Bolt Design Values (Z) for Single Shear (two member) Connections • for sawn lumber to concrete' 2. Tabulated lateral design values (Z) are for "full diameter" bolts (see Reference 6) with a bending yield strength (F,,) of 45,000 psi. 3. Tabulated lateral design values (Z) are based on a dowel bearing strength (F.) of 6,000 psi for concrete with minimum f'. s 2000 psi. 4. 6" anchor embedment assumed. AMERICAN WOOD COUNCIL C) COMMON NAIL SIZE OR STAPLE LENGTH. PANEL GRADE. AND GAGE Sheathing, single flooc and other grades covered is DOC PS I and PS 2 (continued) Pi 16 Gage 8d t /Z l6 Gage 8t1 lode 10dd 16 Cage MINIMUM MINIMUM FASTENER NOMINAL PENETRATION. PANEL IN FRAMING THICKNESS (Inches) (Inch)* 1 t ( I. 'L 1SC 24o TABLE 2306.3.1 — continued RECOMMENDED SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS -FIR- LARCH. OR SOUTHERN PINE' FOR WIND OR SEISMIC LOADING '1 16 MINIMUM NOMINAL . WIDTH OF FRAMING MEAMER (Inches). 2 3 2 3 7 3 Fastener spacing (Inches) at dlaphrag;tt boundaries (all eases) at continuous panel edges parallel to load (Cases 3.4), and at all panel edges ( S and 6)' 6 . 4 Fastener spacing (Inches) at other panel (Cases 1, 2, 3 and 4) 0 6 160 210 i 315 180 255 285 380 - [65 ?45. i... 335 380 199 300 LIP BLOCKED DIAPHRAGM S 235 340 355 505 570 400 I 600 675 325 .t30 550 735 290 215 1 75 235 350 200 265 1 395 (continued) 2 4• 2' edges 360 400 645 ){ O RI L6)J TAL UNBLOCKED DIAPHRAGMS • Fasteners spaced 6 - max. at supported edges Casa 1 (No unblodced edges or continuous joints parallel to load) 355 .105 160 155 All other eoMtguratlons (Cases 2.3.4. S and 6) 105 120 170 190 Rev's' ev' scams s fo b ra cep -5 weeds w DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 N 12. ROOF / LAFHIRAGM us E. /3 CDX PW OR Ar lo" o.c. OR 15 PANEL IEIGES AND IN FIELD. it Max. DAT E ,5 /De fro s Lor 4• )(X c5o. 14 -8 3t 7 1.Awi/a Roof .0/404/-87m Transverse .SGrar = 8430/2 = 118 1 7 341 LOYIelitadinal Shear 6620 /2 == 72 4 / 1 v 69 0513, UN cf <ED1 G-A. x / / 2 " STAPLES AT DIAPHRAGM BOUNDARIES PAGE l 30 NA(C.5 6O "o.c. o. c. I fr"; DENNEY ENGINEERING, INC. DAT PAGE _34. 38809 191 `Avc SE S /DHU HOM Lo r Auburn, WA 98092 0 XX S0. /4-$714 St Phone & Fax (253) 939 -1373 1.460/7(5 jr4 floor D1;7p ray or r7sniver'se mild # = /3f� X F =N365/2)/34 LorTitu.drNdl Wino/ (I 75/2 )/25 2O2* ' Maxlrn i -ir= 202 Lr'se .Si6 1/ar'u.es 4 1 %2 Structural 1 lywood rV u lt'i lied b o. 82 for u$e wiz% 6r1 3 u�oac./ � y r jflst5. (/(eni - Fir). lase 5 '' T 1 o CDx plywood hod nails at "o.c. L an l ed e s, Shear ar'/owa6/e fier 18C-2003 Fable 230104-.! -=320 (,q3)= 2'9 l C lue tFoofnde a, e0 of PAP4Gtao Flue. =5o psi s�a r e ads ZZ, 34a 1 - 1 se ( Yt" beads @ panel edges. Wid/ = 2615) =L 5" • S hear capaeie = 50 (/:5)(!2) = 900 */ 7 ota./ capac y of 9 /ue fi naM 79 = 700 4-262T--. //(2'l > 20.2f OK tJ 13 FLDOR . DIAPHRAGM : U 5E 33 - r, . T 4 G PLYWOOD, ..UN 6LOCI ED, 7I'od NAILS a !o« 0.C. AT PANEL EDGES 'AND 10 O.C. IN FIELD. GLUE WITH DAP4000 GLUE ;WITH ,(2)- %4 DIA. 13EADS AT PANEL EDGE5 AND (I) - 1¢ + • DIA. x.12 BEAD AT 24" 0. C. IN FIELD. DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Rooc Loads 7�L psi ps q. 0 0 psf psf (.00 ps f 1_50 sf /.5"o psp 2.50 p 46 ps f p 5 f DL 17.00 psf LL 25.00 psf �Gf LL. 42.00 psf Coanposi t RooF "15 Shake 1-?ooin9 Cohere ee 7? /e Noofi #'9' 5 eetNeta/ Roct`)9 5& She6M/ Phyzeoxd l e a L' /7 i r19 T ;4er Deckiny 7u sses or Ra fee's 6W18 W/»99 She.-71/2/;i9 Insu /atiari DATE 7/ PAGE Lib .5 /DHu HOA4 5 Lo r 4&o X X 5o. /487 St . TUaCWJ/( ) WA- DENNEY ENGINEERING, INC. DAT Ef o / PAGE 38809 191` Ave SE : S1 DH GAS Lo T" / Auburn, WA 98092 X c5o /48714 St Phone & Fax (253) 939 -1373 77.41.0j/c5 Wt4 Bearris /liec?ci'ers Mk. R1 Descr. Heac/er over' 604 04cloul to Bedrm, 4 S /3.5' Cantilever(s) Left Rt. Est. Bm. ea- /5 72-4. War : /in/Corm : Roo. /3 Floor Walt 7 nyu la : Roof Partial: From lrn, ac = 17(13) 11= 235 w « - (2.�7'i.15)(/ 3) = 26'3''4 77 a nya /ar ALL' Pariia/ way _ • 8eam4'edo%r Se /ec Ed on 5'/8x/4'/1 6L24 -V¢ ,Wk..R 2 Descry Weade'r over ti) / 0 6/ou) ;4*A27,241/tr Rm. Stan /5' Cantilever(s) Left R. Est, Bm, I[JJ 20 7;76. GUS /744: Lin /Corm : l.7oof F / oor Waft 7 p a /ar: Roof Pare /a /: From a n i f - o r m ego- = / 7 6) -- 20 = /22 (2576 T- 13 0 7i4/anyu /ar lIJOL- 4. Seam //ledder Select/on 5l x /ale 64 24Lr --V4 Job Name: SIDHU LOT 1 Beam Mrk: R1 5.125 x 10.5 3.497 kips 3.497 kips I I 1 :< >: Span(ft)= 13.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 235 psf Live Load = 283 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 eta BEAM SIZE : 5.125 x 10.5 Bending stress: +M fb = 1504 psi for +M = 11.8 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 88 psi for V = 3.15 kips Dead Load Deflection = .197 in Live Load Deflection = .238 in = L/ 681 D +L Load Deflection = .435 in = L/ 372 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Job Name: SIDHU LOT! Beam Mrk: R2 ' 5.12 5 x 9 L. �5 6 5,4 X ia7Z 1.89 kips 1.89 kips Both ends pinned Dead Load = 122 psf Live Load = 130 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA :< Span(ft)= 15 >: SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection •< L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 9 Bending stress: +M fb = 1229 psi for +M = 7.09 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 55 psi for V = 1.7 kips Dead Load Deflection = .248 in Live Load Deflection = .264 in = L/ 681 D +L Load Deflection = .512 in = L/ 351 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi DENNEY ENGINEE INC. DATE '7 1 o 38 809 191 ` Avc SE ING ,5 /DHu He 5 Lo r j J PA GE 0 0 Auburn, WA 98092 46 4x .5O, /4-8 � Phone & Fax (253) 939 -1373 Seams /liea �k.. Descr: geode" ,over ui /ndoWs /n L rvrr) .2)I/ 17 Si /11.2 t/ /e a Canver(s) Gehl RL . Est, 8m. lthi /3 77-6. CUiolM : !,/n i form : Ro4F / / F /oor Weil/ Trrar,ga ler : Roof Parz`i'/: Fran r Z4)/Ivrrn u� = 17 (/ 13 240 t I w « ' (25/1.1_0(11)=2 D� Trice »yu /ar 4, ALL' Part /a/ W 144 8eam4 /ender Se /c Lion .S/ x 77.414)/7c7 WA 41k. R4 Descr: / e rs. over 13 r-h4s . 2 3 Stan 6.33 Cant / %ver(s) Le{- Re. Est. em. !Ut /4 727:6. CD/OVA: L/n /form : Reel 7' Floor LIJBI/ Ti- rar,'alar : Roof Partia/: from • To lln. i�nr uJ = 17 S). � /56 41 V i v"- _ (25 I. /3')('$) = /7e/ LL Trian /ar ul Pa �2/ a / �U WLL seam) /header Selection 6x8 *2 Job Name: SIDHU LOT f Beam Mrk: R3 5.125 x 9 2.933 kips 2.933 kips I :< Span(ft)= 13.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 200 psf Live Load = 240 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 5.125 4 5 BEAM SIZE : 5.125 x 9 Bending stress: +M fb = 1695 psi for +M = 9.770001 k -f -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 86 psi for V = 2.64 kips Dead Load Deflection = .254 in Live Load Deflection = .304 in = L/ 525 D +L Load Deflection = .558 in = L/ 286 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Job Name: SIDHU LOT Beam Mrk: R4 5.5 x 5.5 1.025 kips 1.025 kips I I l< Span(ft)= 6.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 150 psf Live Load = 174 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1250 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 5.5 BEAM SIZE : 5.5 x 5.5 Bending stress: +M fb = 702 psi for +M = 1.62 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 46 psi for V = .92 kips Dead Load Deflection = .055 in Live Load Deflection = .063 in = L/ 1197 D +L Load Deflection = .118 i n = L/ 643 Allowable bending stress: for +M: F'b = 1250 psi for -M: F'b = 1250 psi Bearr s /6/ea o/e rs Mk. R5 Descr. ,Seas over 6a raye tr. 5 an /6.331 C'anti /ever(s) Left Rt. Est_ Bm. iJ ' l� 7?/ . aid /A: GM I corm : Reel 4' Floor �8l/ Tiy:Rn?a lar Part/a /: from 1/m6 rrn 1760 tl S = ??K w `_ (21. 74)(4) =67% L Tiaiyalar ud = eVLG A LL ° Parei ' / DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 • Phone & Fax (253) 939 -1373 • B eam /Redder Selection 4x 12 OF DATE 7,k1/ PAGE 1/6 A- ,��t� Ho Lo T - 1 46.x)( 50. / -f3 St 77.1.AWila WA4 Job Name: SIDHO: LOT 1 Beam Mrk: R5 3.5 x 11.25 Both ends pinned Dead Load = 83 psf Live Load = 87 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 46 B 1.388 kips 1 1 1 1 i< >: Span(ft)= 16.33 SUMMARY OF BEAM LOADS 1. Allowable Bending,psi: Fb = 1080 2. Allowable Shear, psi: Fv = 180 3. Mod of Elasticity, psi: E = 1600000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 3.5 1.388 kips UNIFORM LOAD OVER FULL SPAN: BEAM SIZE : 3.5 x 11.25 Bending stress: +M fb = 921 psi for +M = 5.67 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 48 psi for V = 1.25 kips Dead Load Deflection = .2 in Live Load, Deflection .209 in = L/ 935 D +L Load Deflection = .409 in = L/ 478 Allowable bending stress: for +M: F'b = 1080 .psi for -M: F'b = 1080 psi DENNEY ENGINEERING, INC. DATE 38809 191'` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 2.7 Q/ 5 �loai L o afs D4 sF Frami 2. 50 l os! Shea ex7.6 9 • — psf ' di4c/eda i men t ISO psf Carpet . • 2- psf civi3 eQk,n psf 51.29 e d■, I- 6 e ) psf gaoli. G ty. eta, d. so psf Gamer ex 6.0o psf LL. 40, oo ,P rL 50.00 psf ,QC. 2.0o psF Z.50 psf 2 psf x•50 psf -- psf psi psf 1.50 psi` 1 0.00 rs • LL .. _44.60- . psf . TL ..600 . psf er� • Sz` ary f /mop Loads. frarn,;1 ClAcler l %or lnsulatta i Carpet c a',3 &/// ,9 Sus, ed�:�g Leh, . G /qh ty. a /c, ic Tu W! /a 14//4 PAGE 1 49 Lor —Thil DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Z3ean -, /header Se /ec tiorL 5 'le x 16 % GL 241F- V4 DATE �/24�0 PAGE Sioyu HOMES Lo r f Tint wil / 1444 Beams /t% 'ace rs Mk. 2F 1 Desci: Beams over 6a ra e~ San 19' Cant //ever s LeC 2 �' ' < � t_ Rt. Es gym. flit 5 7.5' Weil/ 9 72i6. £ fY7 6 : L/» /'dorm : Roo, 9' Floor Trian9u Pare /a /: From re 14.6rni �V= 170/)-/- /0(7.5)4 8)* 2S =359 / w « = 05 /s)(9) -/- ¢o 0.5) = 4 60 Tr /arya/ar CvOG OIL "- 44 '7". Job Name: SIDHU LOT 1 Beam Mrk: 2F1 5.125 x 16.5 8.123 kips :< Span(ft)= 19 >: Both ends pinned SUMMARY OF BEAM LOADS 8.123 kips UNIFORM LOAD OVER FULL SPAN: Dead Load = 359 psf Live Load = 496 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 2400 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 1991 psi for +M = 38.58 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 130 psi for V = 7.31 kips Dead Load Deflection = .305 in Live Load Deflection = .421 in = L/ 541 D +L Load Deflection = .726 in = L/ 314 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi ,Beai»s /l acle/"s Alk. 2.F2 Descr: &m o ver 6-ara ye. ca^ry/ h c �°a 2F1 S 20 eant/Vever(s) Left Rt. Est, Brn. a./e- 25 LUro'M : an /Corm : Rod' -- Floor 5` w 9' %rrarIaler ?art/a/: From To Cln,form bL = /0(5)1 - x'(9)425 X w cL = 46 (5) =200 77 /anyalar u) ALL ALL_" Pan /a / — Th: DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Pont Loads PGA ¢ S ! fi /eft end p = 3.41k @ fr. left end P {r, lele end Beam /I-leader Se /ectto z 5/a x llah 61_24F -V4- DATE 9j7 02. PAGE _ ,5 H iEs Lor 1 46XX ,50. /4-87 St 7i.t/c oda W�}' ¢.71 k P Job Name: SIDHU LOT I Beam Mrk: 2F2 9.763 kips ;< Span(ft)= 20 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 147 psf Live Load = 200 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) P - 1 5.125 x 16.5 GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 5.297 kips >i 3.41 4.71 4.5 51 BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 2086 psi for +M = 40.42 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 167 psi for V = 9.42 kips Dead Load Deflection = .332 in Live Load Deflection = .456 in = L/ 526 D +L Load Deflection = .788 in = L/ 304 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi 5ean-,s /l/eacYers /Ylk. 2F3 Descr: 8ea44 01 2r7.c( floor a ed 'e Of 61069 ii'i Swan 2 / � Cant, /ever(s) Left Rt. Est. Dm. eat Y #X Tri;6. arc/ i : L/» /Form : Roof Floor '8 Trrar�yu lar Parz`ia /: , Frog» To Zinefvrm a w �LL 17(S)-/-16( =246, = (25415)(8)* 4o (8) =474 Tharlya /ar ak = Parties / DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 4.4. ALL = 6ean -7 /Redder Se /ection 5' xl(vl2 GL2 '/F -V4- DATE ��1/0 7� PAG .5 /DH � - cM 5 Lor f 46 ,50, /5.8 St 774 w, /a WA Job Name: SIDHU LOT 1 Beam Mrk: 2F3 5.125 x 16.5 7.77 kips 7.77 kips :< Span(ft)= 21 >: Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 246 psf Live Load = 494 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 2105 psi for +M = 40.79 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 124 psi for V = 6.99 kips Dead Load Deflection = .312 in Live Load Deflection = .626 in = L/ 402 D +L Load Deflection = .938 in = L/ 268 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Beanisd/eaclers w , ,41k. 2F4 Descr; Feakfl at Akok d't• e,i C8r /'y/ 2, . . 2r3 .5 /3.6 C'anti/et/er(s) Le{t Rt. Est, .6m, ea-30 X 7?/ . LU�cli�li : L/n ((orm : Roof l'. 5 ( Floor /4.5" &J?// 9' 7 /an9a lar Partra /: from 70 'V = 17(/0.5") /)(ia. 59 * /o ( ?) 4.3U = 2/61/. �� = (254)2 /5 .$) .7L- 4000. s) = (Plts Tiaryu /ar ° t4, PLC �bG = A LL !./ni rcorm Baia Point. Loads 4' fr. /eft end P 2. SS4 P e {r. left epza/ Pa= pLL- p C left end DATE PAGE 5y 5/DH/J / -loots Lor f 46)o; 5o, izi-S-ziLi St. �LG�C WJ/cT W14 5:61,4 {r. lent end Bear/ /deader S& /ec tton Job Name: SIDHU LOT f Beam Mrk: 2F4 5.125 x 16.5 12.569 kips 9.403 kips :< >i Span(ft)= 13.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 404 psf Live Load = 648 psf OC Spacng = 1 ft CONCENTRATED LOADS: P - 1 2.58 GLU -LAM BEAM - DESIGN CRITERIA LOAD NO. P -DL(k) P -LL(k) X(ft) 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 5.19 4 BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 2168 psi for +M = 42.01 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 198 psi for V = 11.15 kips Dead Load Deflection = .139 in Live Load Deflection = .245 in = L/ 662 D +L Load Deflection = .384 in = L/ 421 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi n = DENNEY ENGINEERING, INC.... 38809 191' Ave SE Auburn, WA 98092 . Phone & Fax (253) 939 -1373 • F/aa Llotsfs H?ax' v /2c7n - = - 22 1 .5pac,i.)y /6 DL = /0(1.33) /3.3� LL = 40(1.33) = 53.37 lob. to Use I/ /f3 << ru' 356 FRO , DATE _�o?Vo PAGE 56 • , /DHU HOM 5 Lo r y __4)(); c5o, /487 St, ''77.4e,01/45 WA (see p. 57 ,. �. w A • i • ;Ito, 4 N 45 MillPsv ~t150 " s ,-,y; n s .•n : ,,_ . ,s;[ :',•a ,r. T .1!P,io5 50 `, 7 [ �)Y=.,:i �- 'r i r LOAD f # 0480' e l a d tr.w. w..,a.,, "3 A ' µ ` �L . t' iLOAD ,, 301 r. '; d`°:.^ �. as 4 LIVE f4LOADJ. 0480 x [ Or � I:OAD' 246 y ; LQAD: ' ,1' [ " ` .. ,.'s16'+?7%bF ,LIVE ,, ;LOAp L/480 � • • r ,� • �,� ' t , ' �.;:•.� • r =1� i ., • • . 264 . ewi '04 f ? k � • � .480 n..« vu q ��p �' 1 � • ' , 264 s.6:b 14� x •/� ' 0,`/480 .���5 , TOT '` . ' D;". t�a16"nvd��'�?� �' 11483 ' - ";1/480 Q .r? OA D' ,'_LOAD: t . , • , •1 ;, L "OAD � 246 264 264 trl4.8 4n5 329' 186 186 199 199 199 199 =t 10' 'lt' '01;112 142 149 149 160 160 • 160 160 160 WA 87 124 129 124 99 133 133 185' 133 133 0;14t'. 57 107 95 107 65 114 108 114 131 114 114 '.4 :1 39 78 • 65 93 44 89 75 100 95 100 136' 100 tx rV:18g 28 56 47 83 32 64 54 89 78 89 102 89 •20 *y;,.22` 20 41 35 70 23 47 40 80 58 80 79 80 =`.; • 24r. 121' 31 26 53 18 36 30 61 44 73 60 73 '' %-' 111' 24 20 41 33 28 23 47 35 67 47 67 '' �'26g2: 102' 19 18 33 27 22 18 37 27 55 37 62 .y f28! :s -2. , . . 95• 30> 26 22 44 30 30 22 44 30 57 -- - :30L . 89' Z. • 21 18 37 25 25 18 36 25 50 37 74 ,,e34,W . � - w t�us'f 015' ", ,,1 A r , ` "� �` 0 ` : '.•, � r , LOAD A , t L/4 y „k, TOTAL +'' LOAD 301 Tjlm /Pro�330 a.,z Y �, x LOAD ;�; .' x/480 x ,Y,•„•�r,,w:`�[; - zf • x LOAD z s 301 7 [ �)Y=.,:i �- 'r i r LOAD f # 0480' e l a d tr.w. w..,a.,, "3 A ' µ ` �L . t' iLOAD ,, 301 .. v 4�A AD 1J480in ; r r „oJ 1.ati [ } , -> 1 � y LOAD 436' 1 .. i�„i! ',Pre s. 1 "` mo t , , ,f.OAb � ; L/480 7 550 .i'' . , ,� , TOT t f. LO 436' " ` .. ,.'s16'+?7%bF ,LIVE ,, ;LOAp L/480 3+ x,x , tt w ' 1. 0: LOAD' 436' 227 227 227 329' 329' 329' 10 182 182 182 264' 264' 264' � j1 � 2 152 152 • 152 220' 220' 220' 4:141kR 129 131 131 131 185' 189' 189' 189' I61 r 90 114 114 114 131 166• 166' 166' 1E 65 102 94 102 102 95 147' 136' 147' 147 4 48 70 92 92 71 133' 102 133' 133' 020 ' 37 74_) 54 83 73 83 55 110' 79 121' 105 121' ?;: 'S . t -: 24 58 42 76 57 76 43 86 62 111' 83 111' 26'N7a' 23 46 33 67 45 70 34 68 49 - 99' 66 102' aiiii12.836M 18 37 27 54 37 65 27 55 40 80 54 95• 30> 30 22 44 30 61 22 45 33 66 44 89' Z. • 25 18 37 25 50 18: 37 27 55 37 74 ,,e34,W . 21 31 21 42 31 23 46 31 62 36 18 26 18 36 26 19 39 26 53 ALLOWABLE UNIFORM LOAD FLOOR .(100 ° • 1. Determine the total load and live load on the joist in pounds per lineal foot (plf). 2. Locate under JOIST CLEAR SPAN a span that meets or exceeds the rewired joist span. \ ` � 3. Scan right across the row until you find a cell where both the maximslm TOTAL LOAD value and the maximum LIVE LOAD value meet or exceed the required loads. In cells where LIVE LOAD is not.listed, TOTAL LOAD will control. 4. The series and depth of the appropriate TJI® joist is shown at the top of the column in which the cell is located. How TO USE THESE TABLES GENERAL NOTES Tables are bas on: • Uniformly loaded joists. , • Values shown assume no composite action provided by sheathing. • Most restrictive of simple or multiple span. • TOTAL LOAD limits joist deflection to U240. • LIVE LOAD is based on joist deflection of U480. • If live load deflection limit of U360 is desired, multiply value in LIVE LOAD column by 1.33. The resulting live load shall not exceed the TOTAL LOAD shown. Joist reaction (simple span) exceeds 1200 lbs., web stiffeners are required at hanger locations. Web stiffeners may t. e required for other conditions, see notes below. WEB STIFFENER REQUIREMENTS • Required if the sides of the hanger do not later.illy support the TJI® joist top flange or per footnotes on pages 20 and 21. • TJI® /Pro'" 550 joists only: At hanger locations 'where joist reactions exceed 1200 lbs. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for l' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1 D1-1 v PS t it PERMIT # b o'1 —2/1 ( 1441 — 5 s 149 at Or If you do not provide contr bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. PROJECT NAME 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: ' Ob scmIce a5 D IR $OZ�6 0 ,900 Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement 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 cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. volumes. GRADING Plan Review and Permit Fees Approved 0925.02 Lest Revised Jan. 2006 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT :.' ' 61 e (1 +4+5) • The Plan Review and Approval fees cover TWO reviews: l) the first review associated with ' e su•mission 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. RECEI CITY OF TUKWIIA JUL 2.5 2007 PERMIT CENTER PA- -211- 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 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ Soo e 7. Pavement Mitigation Fee (<0 14 W' INE) The pavement mitigation fee compensates the City for'the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 (6) (7) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 G. Approved 09.25.02 Last Revised Jan. 2006 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Transportation Mitigation Total A through E 0.75" 2.5" $300 $1,000 Temporary Meter 3 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees $ SoIS 88 C, �� $ Sae, °,� 98 0n,IG N G� 4 ` ( Total A through G $ �3 13 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ .S 3? 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. (10) Telephone: (206) 242.9547 FAX: (206) 248.1744 7/25/07 Gary Singh 4224 S 148 St Tukwila Wa 98168 Re: Tax lot #004200 -0144 &czier Zi i ic/ 9& 125, ✓G}y Out4' Water District #125 has in the past provide water for this lot and billed the account with the address as 4655 S 148 St, filaNL0 Laura Marrone Accounts Receivable SHANE YOUNG Office Manager MARK PARSONS Superintendent P.O. Box 66147, Riverton Hts. Br. Office: 3460 S. 148th St Ste. 110 TUKWILA, WASHINGTON 98168 RECEIVED CITY OF TUKWILA JUL 2 5 ?00 PERMIT CENTEFrt 6131, 44 Cvi, ]. JJ t 1 1 a � ; '� "..}},,,'� 7 u ' .i. a ^' ' "�{' ,s 411 '5 a�s�R,.t. ,.`+,.: {:r +7r:- �Y,Rnaett >m m�. •�� r�•S ? .. ... �.,f.6;lA 1r ., J2G to address (attach map and legal description showing hydrant location : ation e d size main (pro/ Sot !�(! — 5 »° ' ire , u col( �r ! dreur f dl - / ac rocs • t Iuit Gk i, sa - if `V ,.�et . E tdres,c 1 `�l Sa / ? 51- F lone: z Co _ 7-4 3 •— o a' l 0 • 1 its certificate is for the purposes of: (I Residential Building Permit ❑ Preliminary Plat "k‘ Short Subdivision (j Commercial /industrial Building Permit Q Rezone ❑ Other \ i ;United number of service connections end water meter size(s): L. AC r 414 C t�5 td�•ueC C i e •b J rhlcular distance from nearest hydrant td the closest point of structure is 4::1 ft. / f ea is served by (Water Utility District): Kr,A-C, COC,t yr I bc.5 F (2-5 �•^ � 7^7���xrrc�r r * + yw + a' ( 5� : r " r a' C' %I(��p�l(1^�rv� ei, /�s� /j'��S� n [�l�� ;r. h7 T y +�a- ,;r^�r�n��/ + [!g.� r � y '^ r r r r a 'Sr7 �'^a 7- Jn ZiY^SS.Iir.A1F� M!ESPY'9t.'^T�/.�II'.tiAt. RN�NR1•'t5l fg�.T��J.fti M.71r•!.� ..O Ad"..% �I..F .�.FL'S�.'�• x +t'E,Ti C a erlAgont 5ignatu e " Date 2s 6 , x !ay CITY OF TUKWIL4 Cammtwntty Development Department Permit Center 6200 Southcenrrr Blvd., Suite 100 Tukwila, WA 98185 15, {h��4n'a wl•4�ih�4iai,��✓Xh. .l. .Y. fit �.g .• t. �I.nfjAV ^s ✓i.•K�Y ::��. /.... r1� 1 �AZ .,, .� Mme: Name: The proposed project Is within The improvements required to upgrade the wider system to bring It into compliance with the :ditties' comprehena(ve plan or to meet the minimum flow requirements of the project before connection and to meet the State crass conneetien central requirements: (Use separate Sheet N more mom !stranded) Based upon the improvements listed above, water can be provadrd and will be available at the site with a flow of 8 gpm at 20 psi residual for duration of 2 hours at a velodty of l fps as documented by the attached calculations. Water av ' lilty: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. Hereby certify that the above information is true and correct. • _Ic1 tency /Pt ne 21G — improvements required. N l CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district Address: Phone: T� Ir d-06 - 2 t-z `� 7 This certificate is not valid without Water. District No. 125's+ attachment entitled "Attachment to Certificate of Water Availability." Permit Center/Suild Division: 206431-3670 ' Public Works Department: 206 -433 -0179 Planning Division: 206.431 -3670 COMMUNITY DEVELOPMENT PERMIT NO.: (City /County) RECEIVED 2 s ► /mot q —e By Date 4 ATTACNT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of-q- 4A This Certificate is issued at the request of the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, express or implied, that the applicant will be able to obtain the .necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applicant's Signature District Representative Date 9- 6 - cS j t / Date q/ q /0C Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ uilding Permit ❑ Preliminary Plat or PUD ❑ Other a Short Subdivision ❑ Rezone Proposed Use: r Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants NameSLJQ h k nz- Phone: Property Address or Approximat Location: Tax Lot Number: YG1 st, ) (48 sT oc)ym0- -©/ c/5 Legal Description(Attach Map and Legal Description if necessary): L I . — �-o- T RS • 2-11j4 d46 b �xA (Z > of 'O ACkAt- 1S Roe,a0�� oy 11 � '0 6 b /(p - t - uite_Wv L - 3 LA- L05-0 '7'7 buk Lp c Pere l'1 1.4575 9 -le o F 8 Lii,, OF sD t' L-- Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR CO b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ,/ 5 (3) other (describe): M rc vt et a 11 ✓t vgcir pv k d p I alt .r r.. +e h- ` A O✓27 Iey//. .. 2. (Must be completed if 1.b above is checked) till a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. tla a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. RFCEIVCD 4. Service is subject to the following: PERMIT: $ CITY OF TUKWILA a. District Connection Charges due prior to connection: JUL 2 5 ?OO7 GFC: $ SFC: $ UNIT: $ TOTAL: $PERMIT CENTS (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Req ired CS May be Required c. Other: Chu. -7e due a .,"., r ehr► e& . boa, vol.„ CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 C ertificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro _ he date of si inature. /1' 1 AA t / r e,- Title 14816 MiIY Road South P.O. Box 67550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 Date I.Llrfo ATTACHMENT TO CERTIFICATE OF SEWER ABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole putpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third-party beneficiary principles or 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as e District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewer Availability/Non -Availability and this Attachment, and lly understand the terms and conditions herein. Applicant's Signature (111\ -. o Date ACTIVITY NUMBER: D07 -277 DATE: 07 -25 -07 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 46 t S 148 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui dd ig Division Public Works h 1 V1 Rh1(i I- d1 Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 r Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [V Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Li DUE DATE: 07-31-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 08-28-07 Not Approved (attach comments) n DATE: /ter v$ 02 2-01 - Planning Division Permit Coordinator ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 6-1 SHEAR WALL c.1-1. �,'D LATERAL, Fo RCG,S 076,s P2 FRONT AND RIGHT ELEVATIONS P3 DEAR AND LEFT ELEVATIONS P4 MAIN FLOOR PLAN P5 TOP FLOOR PLAN P6 CRAWL SPACE * FOUNDATION PLAN P7 SITE PLAN P8 CROSS SECTIONS PS STRUCTURAL * GENERAL SPECS./WINDOW SCHEDULE P 1 0 STRUCTURAL * GENERAL NOTES PI 1 STRUCTURAL * GENERAL NOTES P - 1 I T�I�EX • REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 nA. kwila City 0 B DI SI N FILE CO r - -mit No. + '� 13` cpproval Is subject to errors and omisstats, construction documerd3 does not authoris i _jon of any accepted code or ordinance. Receipt of l • oved Field Copy aid conditions is ackno viedgeda BY Date: X19 City of Tukw73 BUILDING DIVISION SEPARATE PERMIT RE UIRED FOR: Er Mechanical ' ElectrEcal Plumbing Ges Piping Cf Tukwila Pt !ICING DIVISION REVISIONS No r. " 'Inge'I shall be made to the scope o work without prior approval of Tukwila Building Division. :10TE: Revisions will require a new plan submittal and may include additional plan review fees. DWN: SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE 1=0R SIDHU HOMES INC. LOT # I --C, 46XX SO. 1 48TH ST. TUKWILA, WASHINGTON IIB JULY 20. 2007 (206) 244- 1 900 DRAWING NO. DD07 -4 136 -P I DENNY ENGINEERING AUBURN WA. 253.939. 1 373 RECEIVED CITY OF TUKWILA JUL 2 5 700 PEIRMiT QE TZ-i SECTION 1 1( 1= 1 1-. 0 u IGd 5OLE 'PLATE NAILING @ 5PAC1RG PER SCHEDULE, SHT, Si. L1 O1 51 WHE PARALLEL TO WALL i SIMPSoN • H DU2- 5D52.5 5/8 DIA. ALL ROD :T1 1 OR. SAW N JoISTS 5/8 DIA, COUPLER RAW L- STUD 5 18 1: t7IA. R QuAL 73 MII!. EMB FLOOR DIAPHRAGM MAILINIG PER NOTE OW 5HT. 5 i 2.)C CONT. RIM JOIST ORP5L.RIM Sd TOE.NAIL5 @ Ca "o.c. OR AS PER 5 CHEDUI. I-=-OR 5t:]LE PL. NAI LNG( HO LDOWN STRAP ....(1F REQUIRED). SEE SCHEDULE. E thDTES, 5HT. CENTER STRAP AT APPRoX. Mlp-- HEIGHT of J&IST"5. TYp TH12U- FLOOR SHEAR TRANSFER DETAIL/" N Ts SHEAR WALL SCHEDULE EXTERIOR FACE IluTEkkOR FACE SHTG Et THKNS. SHTG T11K[.IS_ PLY - osB. G"WS FLY- OSB GWB 1N. - HQ. I I tJ. _ !N. I M. HQ. 74- 15 z ' . 7� I. I ) • -. 103 41 . 85 3t6� 34(0 56 215 41 -267 r SHEATHING r ( FRAtitti StL SIZE SPCG SPCC; Gt AGE 0PCG SPCG �° � ? 1)ZFI YLD L .I GTi'5 I tJ. IN. IN. ft4 8 12. I 5:d -'' y .Cp ) a ad 6 ) 15x1/2 • ed . 8d 6 Sd 6 e d 8d' ad ed 3 8d 3 ed co 15x1% 6 /5x 11/2. Co. 15x1'2 6 15xrk 6 1 1 ( ( ' : lC N1 tJc2 16. _ 16 111 KIO N1 16 W1 v N1 x.12 N 7 tJ 2 '7 l L 141 - 1.18 8 N3 �^� ^ 4 N4 N 9 ( ,i-5xlY2., :`1 16 1\11 12 I5xtj 4 12. 6 tQ 1i8 GEN- ERAL MoTEs • HELD- AWCH. :O01: N1O N11 111 1.110 X10 R10 N10 SHEAR SHEAR WALL. MK. • LATERAL FORCE NOTES SHEAR WALL CONSTRUCTION N 1 SHEATH SHEAR WALL W/15/32" CDX PLYWD BLOCKED, W /8d NAILS AT 6" 0.C. OR 15 6" O.C. AT PANEL EDGES AND WALL -PIER IN FIELD OF PANEL. OR 7/16" OSB, ONE FACE, GA. X 1 1/2" STAPLES AT BOUNDARIES, AND 12" 0.0. N SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB; ONE FACE, BLOCKED, W /8d NAILS AT 3" O.C. OR.15 GA. X 1 1/2" STAPLES AT 3 O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. N_3 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE BLOCKED, W /8d NAILS AT 6" D.C. OR 15 GA. X 1 1/2" STAPLES AT 4" 0.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" 0.C. IN FIELD OF PANEL. . SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, BLOCKED, W /8d NAILS AT 3" O.C. AT PANEL EDGES AND WALL -PIER BOUNDA fES, AND 12" O.C. IN FIELD OF PANEL. N_5 SHEATH SHEAR WALL W/15/32" CDX PLYWD`OR 7/16" OSB, ONE FACE, BLOCKED, W /8d NAILS AT 4" O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" O.C. AT PANEL EDGES AND WALL-PIER BOUNDARIES, AND 12" 0.0 IN FIELD OF PANEL. HOLDOWNS AND ANCHOR BOLTS N_6 USE SIMPSON MSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL W/22 -10d NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (22 -10d TOTAL) WHERE WALLS ABOVE AND BELOW FLOOR ARE OFFSET, NAIL TO STUDS ABOVE FLOOR AND TO RIM JOIST (OR TO FLOOR BEAM IF OCCURRING) N_7 USE SIMPSON HDU4-SDS2.5 HOLDOWN EACH END OF SHEAR WALL W /10 SDS 1/4 X 2.5 SCREWS IN MIN. DOUBLE TRIM STUDS.. INSTALL W/5/8" DIAMETER BY 3" RAWL -BOLT, PHILLIPS RED HEAD OR HILTI KWIK -BOLT, N_8 USE SIMPSON HPAHD22 HOLDOWN EACH SIDE OF SHEAR PANEL W/23 -16d NAILS IN DOUBLE TRIM STUDS. AND IN RIM JOIST (23 --16d TOTAL) N_9 USE SIMPSON STHD1O(RJ) HOLDOWN EACH SIDE OF SHEAR PANEL W/28- 16d SINKERS IN DOUBLE TRIM STUDS AND IN RIM JOIST (28 -16d TOTAL) N_10 INSTALL 5/8" DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT 6'- 0" MAXIMUM 0.C. INSTALL WITH SIMPSON BP 5/8 -2 BEARING PLATE WASHER. WASHER DIMENSIONS 2" X 2" X 3/16" N_11_ INSTALL 5/8" DIA. X 10" ANCHOR BOLTS W /7." MINIMUM EMBEDMENT AT 3'- 0" MAXIMUM O.C. INSTALL WITH SIMPSON BP 5/8 -2 BEARING PLATE WASHER. WASHER DIMENSIONS 2" X 2" X 3/16" HORIZONTAL DIAPHRAGMS N_12 ROOF DIAPHRAGM USE 15/32" CDX PW OR 7/16" OSB, UNBLOCKED, W /8d NAILS AT 6 O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AT PANEL EDGES AND DIAPHRAGM BOUNDARIES AND 12" D.C. TN FIELD. N_13_ FLOOR DIAPHRAGM USE 3/4" T & G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6" 0.C. AT PANEL EDGES AND 10" O.C. IN FIELD. GLUE WITH DAP 4000 GLUE - WITH (2) -1/4" DIA. BEADS AT PANEL EDGES AND (1) -1/4" DIA. X 12" BEAD AT 24" O.C. IN FIELD. • SIMP50I`1 MSrc3O UPPER 57`0RY SHEAR 1/1/ALL AAD HDLDOWAJ PLAN SIMPSON H D L - 5D52.5 DENNEY ENGINEERING, INC. 38509 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939-1373 Emerson R. Denney PE, Pres. Structural Engineering Services SIMPSON , • 1-(DU4_5D5 E_ MAIN 1VIAIN 5TORY SHEAR UJI4LL . AAJOHOLDoul PLAN REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 City Of Tukwila 1LD1N MVI RECEIVED CITY OF TUKWILA IEXPIRES / / - ag 1 Jilt 257 CENTS 3 HHMES LOT kX 56.146W/1St, MA/4;4214M SCALE: AZWE APPROVED BY: SIMPSON] 1-11DU4- 5DS SI N]PSOK1 HPAHt)22 /AWEX 91 LATERAL g.51Rce AWING NUMBER ) t tw 1 / / 11.1b... ANIMMIN. I 2 4IIII1IIImII REVIEWED FOR CODE COMPLIANCE APPROVED AUG -9 2007 City Of Tukwila : _b,k_. • ki ION AdIMMIIII1111111111111■.- h.. „Alm illi Ada= lir „ii1111111111111111111.011=1111111111111111111 111111116: onik -al MIMUNIEMMOIMIIZIIIIMMEIMIlb ham iliii, TILE ■Allaiii 11'..-am. ..........,---- -.--„,---„--,--„„.....,-.40ffiliMMINNWili CONCRETE ROOF II.- _ 1 lb., ■ 1 it I 1 ° 111 Eliiiinlibi■ _Ai 1111.111111111111111111111111WMg- rab illik k 11111111111111111i. .401111111111111111111 "111M11.1111111 b. _ga 111111111111111111 illiii 1111111111 11 111111111111111111111111111111 'ILI 1 [lilt' 1111)1 III 11111111 III u J11111 III 11 III 11111111 III 11111111111111111111111111 111111111111 111111 LI I_1 , 42" MIN. GUARDRAILS - (YP. G I G 5.G. S.G. G - Ala 41 VV HARDIPLANK SIDING WITH 4" CORNER TRIM Nfillatill hi-. I \,GINEERING JRN4P1 1 IF E.EL.:27G. I 4 P.EL.:275.33' idilIIIIIIIIII AIIMM=M=I■NlIMIIIIIIMMINMAIMI.IMM=II=MMM=IW-Ad. •tr bi._ ,.. Ai dmillallUMMIIIIMINIMINIMillikb... AMMIMMINIIIIMINIMMOUNIP-21611111111111 11r, _All111111111111111111111111111Mar*MMIKOMEMIUMNIIIMIWP MililfillinThilr --411111111111111111111111 EMIUMINUMUMPP -1111MIMIIIMMIMIMIIIM MThrr -MilMi l i rimununinumelhh , _iimmummunmudnammannimmindiumi imsimennmanumnrb..., --mumumnimmumimmillarammunritrannionmenumunnumaimmumnu wimminmaniminni._ ... _ 4. h.., - 72 Ammar ■•■■■•■■■■ ..duannimmannumnam ,___Ammunumunmunglimill AMIIIIIIIHM111111111101M11111111111MMUNIUMBONI AMIMIUMMINIMMINI .411111111111111MWAI III II III II III II III 11 Ill II III II Ill II III II III II III II .11 IOW 12 Ak .EL.:272,001 FRONT ELEVATION E.EL.:271.23' EL.:274.00' P.EL.:274. DENNY E 1 AU5 2533 E.EL.:27G.G I P.EL.:274.00 CONCUTff Tiff ROOF 00R. TR.IM TOP Of PLATE=294.90 STUCCO I "X4" WINDOW TIJM TOP fLOOR.=285.90' MAIN fLOOR=27G.00' RIGHT ELEVATION SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE OR SIDHU HOMES INC. LOT #1-C, 4GXX SO. 148Th ST. TUKWILA, WASHINGTON I/4"-I' JULY 20, 2007 (20G) 244- I 900 DRAWING NO. DD07-413G-P2 DENNY ENGINEERING AUDURN WA. 253.939.1373 RECEIVED CITY OF TUKWILA JUL 2 5 MN ERMT CENTEii H11[1111111 H 11111 111 11111j11 111 111111 111111 111111 111111 II 111111111111 111 111111[11111 11111 111111 111111 111111 111111 111111 111111 111111 111111 1111U 1111 1111111111 ONCRETE TILE oor 1 SIDING WITH 4" CORNER TRIM 24 P.EL.:275.33' 1 2 REAR ELEVATION _,•l lI;mr u U .� .� 1■"ssob ■. Imo. ��,mou X1)1 II ■► mI um �'A r- r - + + r - �q�rr:w�r_ --- mfr -..i tea, CONCRETE Y 1LE �► nne '■ ►� ,.► tz O RATE TILE I.A- _ I•. 1 ■_ _ 6.. fir► iwrgmrrrr wrrnrrrrr y ∎r∎∎ hARDIPLANK SIDING WITH 4" CORNER TRIM 11 I II II II II • 111111 II II II II III II II II 1111 11 IIII II IIII II 11 111 II II 111111 111111111 12 P.EL.:275.33' E.EL.:27 I .73' P.EL.:275.33' E.EL.:27 I .73' LEFT ELEVATION .I L.:272.00' E.EL.:27 I .23' . DD1.-").;)/ REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 NO City Of Tukwila ILDI D I N 42" MIN. GUARDRAILS 1YP. PROPOSED RESIDENCE FOR SIDhU HOMES INC. LOT # I -C, 4EXX SO. 1 45Th ST. TUKWILA, WAShINGTON DWN: SCALE: DATE: CHKD: PHONE: 1113 I /4 "- I ' t v.ft con JULY 20, 2007 TITLE (20G) 244- 1 900 DRAWING NO. DD07- 4136 -1 a DENNY ENGINEERING AUBURN WA. 253.939. 1373 'RECEIVED Or( OF TUKWILA JUL: 257007 FERMI - CENT a FAN AMOKE ALARM .D. LEGEND 50 CFM EX FAN SMOKE ALARM FLOOR DRAIN MAIN FLOOR SCALE: I /4 "- I ' MAIN FLOOR AREA = 2577 SQ.FT. GARAGE AREA = G27 SQ.FT. TOTAL MAIN L. AREA = 3204 SQ.FT. 0 0 CV ` - r I 2'--G" 7 -5" HUTCH WALL GIRDER ARCHWAY 9' -2" DINING 14' CEILING 3 -,3x 10' 1MNDCW5 INCL. ARC 0 Q � G'Y.4 3' -4" / 3' -4" 11 PATIO 18 SQ.I~ r. /=./ WORK ISLE RAF 20' -8" G' KITCHEN ARCH WAY 2 -2" 3' -G" 3' -8" PANTRY T.J.I. BARSINK G' -G" 2- 2'6'X6'8° 8' LIVING I 4' CEILING 3' -4" Mnr / PA VTRY / 3' -4" 14' II I I I I 9 xI I SMOKE QII ALARM I Ii 3-3'x10' WINDOW5 I CL. ARC 5 -8" 7 4'2° l'-2" 44' -4" 3' -G" 3 -8" 4'x8' m l� I¢ I I tnlv 3 O to 21'-4" 4'rR' 4' I - FAMILY 18 "x24" MIN. CRWL SP. UNDER irm AC STAIRS CS I NT JOIST I r• C p l ' ` , % / 7 I GROUP ENT. FOYER 3'x8' 3'x8' G'x3' WINDOW ABOVE 3R I 2' G4' -4" R.M. T.J.I G4' -4" n'1 8' 5 -8" 4' -4" m TSMO Q' ALA CANT.JOIS7 I> I m SMOKE 4' -2" 2'8' Q cZ � SMOKE G.-1 I " ALARM - \ T.J.I. DEN C D 1 2' 2' CLI to CV \ T.J.I. 0 1 I I I I oI I x (U l G11 4' -G" 5' -2" 2 PC. 7' -4" L__ 0' -5" 3 -2 "X 10" a 3'x4' J 11" MASTER BEDROOM# I 4' W.I.C. G' -G" T SMO ALARM 2'8'k6'8" 2 8 22' -4" 20' .D. CJ ARCHWAY 7' 2 UTI L. / LADNDRY 14' -10" GARAGE SOLID CORE, - WEATHERSTRIP SELF- CLOSER f : 7 = 1 O O c 10' ■ JACUZZI D 3' -8" FURN. V In 0 N 0 0 \ I m m N N \ \ \ \ REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 City Of Tukwila BUILDING DIVISION RECEIVED CM( OF TUKWIflA JUL 2 5 7007 pERMP CENTE 1 / J TITLE PROPOSED RESIDENCE FOR SIDhU HOMES INC. LOT # I -C, 4GXX SO. 1 48Th ST. TUKWILA, WASHINGTON DWN: HB SCALE: I/4"- I ' DATE: JULY 20, 2007 CHKD: PHONE: (20G) 244 - 1 900 DRAWING NO. DDO7 -4 13G-F4 ___•; DENNY ENGINEERING AUBURN WA. 253.939. 1 373 7 .N.----->.--- -----\ FAN AMOKE ALARM .D. LEGEND 50 CFM EX FAN SMOKE ALARM FLOOR DRAIN MAIN FLOOR SCALE: I /4 "- I ' MAIN FLOOR AREA = 2577 SQ.FT. GARAGE AREA = G27 SQ.FT. TOTAL MAIN L. AREA = 3204 SQ.FT. 0 0 CV ` - r I 2'--G" 7 -5" HUTCH WALL GIRDER ARCHWAY 9' -2" DINING 14' CEILING 3 -,3x 10' 1MNDCW5 INCL. ARC 0 Q � G'Y.4 3' -4" / 3' -4" 11 PATIO 18 SQ.I~ r. /=./ WORK ISLE RAF 20' -8" G' KITCHEN ARCH WAY 2 -2" 3' -G" 3' -8" PANTRY T.J.I. BARSINK G' -G" 2- 2'6'X6'8° 8' LIVING I 4' CEILING 3' -4" Mnr / PA VTRY / 3' -4" 14' II I I I I 9 xI I SMOKE QII ALARM I Ii 3-3'x10' WINDOW5 I CL. ARC 5 -8" 7 4'2° l'-2" 44' -4" 3' -G" 3 -8" 4'x8' m l� I¢ I I tnlv 3 O to 21'-4" 4'rR' 4' I - FAMILY 18 "x24" MIN. CRWL SP. UNDER irm AC STAIRS CS I NT JOIST I r• C p l ' ` , % / 7 I GROUP ENT. FOYER 3'x8' 3'x8' G'x3' WINDOW ABOVE 3R I 2' G4' -4" R.M. T.J.I G4' -4" n'1 8' 5 -8" 4' -4" m TSMO Q' ALA CANT.JOIS7 I> I m SMOKE 4' -2" 2'8' Q cZ � SMOKE G.-1 I " ALARM - \ T.J.I. DEN C D 1 2' 2' CLI to CV \ T.J.I. 0 1 I I I I oI I x (U l G11 4' -G" 5' -2" 2 PC. 7' -4" L__ 0' -5" 3 -2 "X 10" a 3'x4' J 11" MASTER BEDROOM# I 4' W.I.C. G' -G" T SMO ALARM 2'8'k6'8" 2 8 22' -4" 20' .D. CJ ARCHWAY 7' 2 UTI L. / LADNDRY 14' -10" GARAGE SOLID CORE, - WEATHERSTRIP SELF- CLOSER f : 7 = 1 O O c 10' ■ JACUZZI D 3' -8" FURN. V In 0 N 0 0 \ I m m N N \ \ \ \ REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 City Of Tukwila BUILDING DIVISION RECEIVED CM( OF TUKWIflA JUL 2 5 7007 pERMP CENTE 1 REVIEWS') FOR CODE COMI :LIANCE APPROIFIED AUG - 9 2007 ' City Of Ti cwila BUILDING D1,VI5ION TOP FLOOR SCALE: I /4 "- 1' TOP FLOOR AREA = 2559 5Q.FT. OPEN AREA - 3G2 SQ.FT. NET TOP L. AREA = 2 197 SQ.FT. mlv N In N rn \ 10' -4" / / 10 -4" / 11 BDKOOM #4 / 2 , 4 1 / I SKY LI. -hT I BATh / / / /21' -10" / 2'8 °x6'8" /.I.C. / X \ I 22 "X30" ATTIC ACCE55 10 -4" / N / / /'. // / / / / / / / / 1 1 / 5' -2" •(V 14' / 7 2' -0 / / / / / / / 44'-4" 5 -8" I / 4'x9' 0 5' N N 64' -4" 21'_4" CI 4')t9 \ / \ LOFT / m \ / U IR* I 42" MIN. GUARDRAIL5 . 1 1 . # 4 1r / AMOKE ALARM PEN / / To BELOW / 12' 6 41 - 411 \ 4'x / ./ / 5 / / ' -1 T D / / 5' -8i" i i / 7' / / W.I.C. 61 INCU ARCH' 10 7' -2'% a5 X1? / / / / BEDRdOM #2 / U z 4' -4" / 811 \ \ / 4' FRENCH DOOR — ox,e 4' N N / 0819x.812 5M0 ALA / 20' 18' -4" 6'X4' BEDROOM #3 / / / 2'8 "x M.BATI1 >< 2 ,x41 SKY LIGHT ENSUITE (2) FAN 1 8 " 7' -6" I 10' -6" W. I.C. W.I.C. MASTER EEDROOM #2 SUNDECK 2 18 SQ.FT. 15'-8" 42" MIN. GUARDRAILS TYP. O o � 7' 51 " 1 \ Sri 9 N \ \ 9 1 T. \ Nv miv 9 t!7 \ \ \ \ DWN: SCALE: DATE: CHKD: PHONE: o � • P•a4 Cop � 43 TITLE PROPOSED RESIDENCE FOR SIDhU HOMES INC. LOT # I -C, 4GXX SO. 148Th ST. TUKWILA, WASHINGTON 11B I /4 "- I JULY 20, 2007 (206) 244- 1 900 DRAWING NO. DD07- 4136 -P5 D ` DENNY ENGINEERING AUBU WA. 253.939. 1 373 a RECEIVED MY OF TUKWILA JUL 257007 CE ! ru PE ii � �'�� . REVIEWED FOR CODE CONiPLtANCE APPR{ VED AUG - 2007 City Of *Fiikwlla BUILDING DIVISION DWN: 11B SCALE: I /4 "- I ' DATE: JULY 20, 2007 CHKD: PHONE: (20G) 244- 1 900 CRAWL SPACE * EDN. PLAN SCALE: ! /4 "-- I cO m \ \ CV cJ Eta 20' -8" L 1 1 ' -4" PATIO 118 SQ. FT. 9' -2" L T.J.I. 3' 14' CU rr 3' -0" WIDE MIN - m I I CRAWL SPACE II ACCESS, TYP. \ Cu LI P I' -2" 3' -6" 44' -4" \ '.1 12' 22' -10" T.J.I. G "X6" POST ON I 0"X10" CONC. PIER ON 3'X3'X I 0" CONC. FOOTING TYP. 12' 64' -4" I ) � I I S "x24" MIN. CRAWL SP. ACCE55 UNDER STAIRS Cu L A 2" w \ 1 T.J.I. NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of x /x" 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.) r 5 67 m Cu co \ 6 "X6" POST ON I O "X 10" CONC. PIER ON 3'X3'X 10" CONC FOOTING TYP. 10' -5" I L — _J \ 5' -2" / \ / \ r / 3' T / \ / / 4' -4" 20' -10" 20' -10" 2' -4" 20' 3' T.J.I. I4' -10" 1 0' -5" / 14 / / \ \ \ 5' -10" L J T 1 I /1 r C 1 U) \ \ \ \ \ D TITLE PROPOSED RESIDENCE I=OR SIDIU HOMES INC. LOT # I --C, 4GXX SO. 1 48Th ST. TUKWILA, WASHINGTON DRAWING NO. DD07- 4136 -P6 D DENNY ENGINEERING AUBURN WA. 253.939. 1373 RE CF IVED cm, OF rUKwILAA JUL 2 5 ?riff 2 E' aM 1 Cl; 'T,E, a 4 (4c ct- e Y CONNECTOR \ / CONNE T -CONN OR 1%5 OPE Y CONNECTOR CONNECTOR DETAI L N.T.S. T 4" 11 L_ L() ►o (0# `F 1 O'- 132 OVERFLOW WI TO STREET ST PATIO P.EL.:275.33' E.EL.:27 I .73' P.EL. 272.00' E.EL.:27 I .23' 2 2 , CD TYPE 40 DRAIN CB TYPE 40 RM DITCH. 0 O EX PR 51TE COVERAGE: TOTAL LOT AREA= 1 195 2 SQ. FT. ACTUAL SITE COVERAGE -- .- ..�34�7 i re.„ )yDRMT RI EWAY EXP . 5 AGGREGATE ONCR.ETE N CV 75.71' LOT I -C 46XX SO. 148TH ST. TUKWILA, WA. MAIN FLOOR= 276.00' TOP FLOOR= 285.90' AVG. BLDG. GR.= 273.93' AVG. BLDG. GR.= 274.67' 3KUr 'I" PVC PIPE @ I % 5LOPE m 0 20'x3' 3' DEEP INFILTRATION 5Y5T AS PER KING CO. 75.71 SITE PLAN SCALE: I /8 -1 M ANUAL J L_ P.EL.:275 E.EL.:276. I P.EL.:274.00' E.EL.:276.61' 25' q► J N- CO N- In D IRT COVER FILTER PAPER WASHED ROCKS 4 4" DRAIN PIPE TYP. „,./1 SPOUT RAINAGE / 8 fiA, I T l D DWN: SCALE: DATE: CHKD: PHONE: c:z. 7 *Z1,„,1 REVIEW D FOR CODE COMPLIANCE APPROVED AUG - 9 2007 City Of Tukwila DIVISION * . - r I PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT #1-C, 4GXX SO. 1 48TH ST. TUKWILA, WASHINGTON HD I/8"- I ' JULY 20, 2007 (2OG) 244- 1 900 DRAWING NO. DD07 -4 136 -P7 b d DENNY ENGINEERING AUBURN WA. 253.939. 1373 HECF.IVEL CriY OF I"U KIVU\ JUL 2 5 Inn 1 a BEDROOM #4 ,,R STUDS 2X4 @ 12"0.C. TOP OF PLATE= 294.9G' WALKWAY BEDROOM #3 TOP FLOOR= 285.90' 9 67 —Ion JOISTS OR SIZE Of TJI AS NOTED BY ENGINEER 7 2 X TRUSS OF ROOF FRAMING K -38 ATTIC INSULATION /2' DRYWALL 2 "x6" BOTTOM TREATED PLATE I 0" x 5 /8' ANCHOR BOLTS 7" EMBEDMENT FINISHED GRADE &'THICK CONC. WALL DRAIN TILE ROOF VENTS: 154. FT. OF VENT FOR EA. 150 5Q.FT. OF ATTIC Jj f1=11i11=11MiisIMisiii FOUNDATION HEADERS: (SIZE DETERMINED BY OPENING WIDTH) #(4) @ .48" D.C. FOR CONSTRUCTION JOINT (I) #4 CONTINUOUS REBAR KITCHEN R -30 INSULATION 12 3 -2 "x 10" SCALE: I /2"-I' TYP. 5TAI K DETAIL I ISM ��` i \li■ :to 40 to ∎ .k∎ ∎ �,l . 4∎A ∎__•if MASTER BEDROOM# I I '�• . 1 1 1�� 1 ( r � l l ,• ' A ENGINEERED TRUSSES @24 D.C. BY TYP. FLOOR CONSTRUCTION: I " T *G PLYWOOD T_J_I. JOISTS W/ CROSS BRIDGING OR BLOCKING MAIN FLOOR= 276.00' Note: Section notes by P. Eng. shall have precedence over designer's notes. I I LY RM. SECTION SCALE: I /4 "- I ' I " PLYWOOD STEPS AND NOSING P3 -P4 6 MIL BLACK VAPOR BARRIER A P4 -PG FINISHED GRADE �O CONC. TILE ROOF I X4 STRAPPING, BUILDING PAPER. GUTTERS FINISH TO CODE - FRAMING - INSULATION - VAPOUR BARRIER - DRYWALL TYP. EXT. WALL CONSTRUCTION: HARDIPLANK SIDING BUILDING WRAP /2" SHEATHING 2 "X6" STUDS @ I G" O.C. R21 BATT INSULATION /2' GYPSUM BOARD R ED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 TITLE PROPOSED RESIDENCE FOR SIDhU HOMES INC. LOT # I -C, 4GXX SO. 1 48TH ST. TUKWILA, WASHINGTON DWN: SCALE: DATE: CHKD: PHONE: IIB AS NOTED JULY 20, 2007 (20G) 244- 1 900 DRAWING NO. DD07- 4136 -P8 DENNY ENGINEERING AUBURN WA. 253.939. 1 373 HECEIVED CriY OF •rUI 1A'IL JUL 2 5 inn 7 a BEARING WALLS NON BEARING WALLS Stud Size (inches) Laterally unsupported pp stud height (feet) Maximum spacing when supporting pp g roof and ceiling only (inches) Maximum spacing when supporting su pp g one floor roof and ceiling (inches) Maximum spacing when supporting su pp g two floors roof and ceiling (inches) Maximum spacing when supporting one floor only (inches) Laterally unsupported stud height (feet) Maximum spacing (inches) 2X3* - -- - -- -__ ___ ___ I 0 I G 2X4 10 24 i G ---- 24 14 24 2XG 10 24 24 I G 24 20 24 NO. MANUFACTURER FRAME MATERIAL MODEL# SIZE QTY. U -VALUE AREA S.F. 3 Story 2.3" 8.5"8.5" 1 OASIS WINDOWS VINYL 2'X3' I 2 OASIS WINDOWS VINYL 35(2' 1 6 3 OASIS WINDOWS VINYL 3'X4' 4 12 4 OASIS WINDOWS VINYL 3'x 1 ARCH -TOP 6 30.2 5 OASIS WINDOWS VINYL 4 1 8 G OASIS WINDOWS VINYL 4'X4' 2 16 7 OASIS WINDOWS VINYL 4'X5' 5 20 8 OASIS WINDOWS VINYL 4X8' 3 32 OASIS WINDOWS VINYL 5'XG' I 30 I 0 OASIS WINDOWS VINYL 5'X6' ARCH -TOP 2 28.4 I I OASIS WINDOWS VINYL 6 4 24 12 OASIS WINDOWS VINYL 6'X6' ARCH -TOP I 34. 246.7 1 Story I2" 3" G" 2 Story I 5" 4.5" G" 3 Story 2.3" 8.5"8.5" TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT # i -C, 46XX SO. 1 48TH ST. TUKWI LA, WASHINGTON DWN: 1115 SCALE: I /2"- I' DATE: JULY 20, 2007 CHKD: PHONE: (20G) 244 - 1 900 DRAWING NO. General Specifications 1 . The Contractor or the Owner shall verify all dimensions, materials and conditions shown on the structural drawings or noted in the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, shall be resolved by the Contractor and Owner and such solution shall be their sole responsibility. 2. The Contractor and the Owner shall ensure that the construction complies with all federal, state, and local statutes and regulations. 3. The Contractor or Owner shall install all materials, equipment and components etc. in accordance with the manufacturer's instructions and accepted methods of good building pactice. 4. The designer shall not be responsible for site conditions such as soil bearing capacity, depths of frost lines or water tables, or buried structures, etc. The purchaser of these plans shall be responsible of these plans shall be responsible for the correct siting on the house of the property and for confirming with all requirements for siting. We do not guarantee that a house plan will fit a particular property unless we receive in advance of the plans purchased, a legal survey plan of the property and a copy of the applicable zoning by -laws stating the required setbacks from all property lines, and unless we undertake in writing that the house will conform to the siting regulations of the by -laws for the particular parcel of land. 5. Construction loads on the structure caused by interim storage of materials or use of equipment shall not exceed the design loadings. G. The designer shall not be responsible for any departure from the drawings and specifications authorized by any official during the course of construction. Dimensions shall in all cases take precedence to scale. A. Monolithic footing/slab: 8403. I .3.2 Per R403. I grade shall fall a min. G" in the first 10" or footling dram shall be installed R40 I .3 * R405. I MONOLITHIC SLAB R403. 1 .4.2 1 2" single story N 1 5" two story N. 23" three story *Slab Insulator per State Pnery Code 1 45 bar cast momolithic in center 3rd of footing, or #4 rebar top and bottom -min. 40 diameter lat at splices secured with tie wire TYPICAL FOOTING AND FOUNDATION DETAIL SCALE: I /2 "- I ' WINDOW SCHEDULE GLAZING /SKYLIGHT BY TYPE B. Typical footincyfoundation General Notes Minimum insulation required to comply with the Washington State Energy Code is as follows: Moor (slab): R -30 Wail: R -21 Ceiling: R -38 Doors: Wood or Fiber -optic Windows: Vinyl (summit or better) Furnace type: Gas or Electric Minimum furnace afue: 80% Refer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. I . VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO DE CONSTRUCTED PER I.B.C. 3. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOr PENETRATIONS, CHIMNEYS AND SKYLIGHTS. 5. PROVIDE CONTINUOUS METAL GUTTERS AND DOWNSPOUTS AT ALL EAVES, TYPICAL. 1/2" Diam. x 10" long anchor bolts @ G' -0" o.c. L max. 1 2" from ends w /3 "x3 "x 1 /4" steel plate washers at each bolt,typical minimum #4 rebar top and footing cont. -40 diameter tap at splices stemwalls higher than 4' will required design as retaining wall or constrained basement wall #4 vert. @ max. 48" o.c. w/ min. 1 4' extension into stem wall at splice. Min. 6" hook W P D TYPICAL FOOTING AND FOUNDATION DE i AiL SCALE: I /2 "- I ' TABLE RG02.3 (5) SIZE, HEIGHT AND SPACING OF WOOD STUDS STRUCTURAL NOTES: CODE IBC 200E AND ASCE 7 -02 DESIGN LOADS ROOF LIVE LOAD FLOOR LIVE LOAD ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF WIND: 85 MPH EXPOSURE B 25 PSF 40 PSF SEISMIC: SEISMIC DESIGN CATEGORY "D" (IBC) FOUNDATION FOUNDATION DESIGN FOR GRAVITY LOADS 15 BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE 2500 PSI. USE 5 -94# SACKS OF TYPE I OR TYPE II CEMENT PER CUBIC YARD OF CONCRETE WITH 5 -i GALLONS OF WATER PER SACK OF CEMENT. MAXIMUM SLUMP G ". MINIMUM SLUMP 2 ". REINFORCING REINFORCING SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A6 15 GRADE 40. WELDED WIRE FABRIC TO BE PER ASTM A 185. LUMBER LUMBER FOR JOISTS, RAFTERS AND HEADERS SHALL BE HEM -FIR #2 (WHERE HEADERS ARE MULTIPLE 2x'S) STUDS AND PLATES: HEM -FiR STANDARD GRADE FOR 2x45 HEM -FIR #2 FOR 2xE'S BEAMS 4" WIDE: DOUGLAS FIR / LARCH #2 BEAMS G" AND WIDER: DOUGLAS FIR/ LARCH #2 COLUMNS: DOUGLAS FIR / LARCH #2 OR HEM -FIR #2 (P.T. AT DECKS) GLU -LAM BEAMS: DOUGLAS FIR/ LARCH 24r -V4 MAXIMUM MOISTURE CONTENT OF ALL FRAMING LUMBER AT THE TIME OF CONSTRUCTION SHALL BE i 9 %. PROVIDE 2 STUDS MINIMUM AT EACH WALL END. Note: Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air Inlets. habitable space 1s defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 1 20 CFM at .25 w.g. nutone qt. 80 15 G2 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. Structural Specifications 1. Concrete a) General: all concrete to be minimum 2500 p.s.i. strength at 28 days unless otherwise specified. b) Walls: grades shown on side elevations are arbitrary. Owner or builder to adjust height of concrete walls to suit grade and adjust thickness of walls to conform to the height if required. Retaining walls other than the foundation walls of the residence are beyond the scope of these drawings. c) Footings: concrete footings must be placed on undisturbed or compacted soil at an elevation below the frost line. It shall be the responsibility of the owner or builder to have the footings redesigned to suit existing conditions. d) Retaining walls: backfill shall not be placed against basement retaining walls until: i) Concrete or masonry grout has reached its 7--day strength ii) And, the structural floor framing (incl. Plywood subfloor) required to stabilize the walls is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building practice and adequately supported by concrete, metal, or other approved chairs, spacers or ties and secured against movement during pouring concrete. Tack welding is not permitted. 2. Framing a) This plan 15 designed for a 25 p.s.f. Snow load and a I 0 p.s.f. Dead Toad. It shall be the responsibility of the owner or builder to determine the snow load in the area in which the residence is being built and make adjustments in the size of the structural members to compensate for additional loading, to the satisfaction of local building authorities. b) The design of members used for structural purposes has been based on No. 2 or better Hem Fir as shown in the "Span Tables for Wood Joist Rafters and Beams" in the most recent edition of the International Building Code. The use of different species of wood must conform to the same tables. c) All lintels to be 2 -2 "x 1 0" unless noted otherwise. All Toad bearing beams and lintels shall have 3 1/2" minimum bearing. d) All concrete to wood contacts shall be dampproofed with Gml polyethylene or 45 Ib. Tar saturated felt or pressure treated wood. e) Flash over all exterior openings. f) Caulk under exterior doors and both sides of chimney. 3. Plumbing * Electrical All materials, equipment and methods of installation shall be in accordance with the conditions as provided for in the International Building Code, and applicable state or local codes. When the owner's property is not located on a municipal sewer system, the owner or contractor shall be responsible for the submission of plans to the Building Dept. for approval of a septic tank and drain field in accordance with current local requirements. 4. heating a) All hot air ducts to be overhead in attic, unless specified otherwise. b) Cold air return registers to be located and installed for maximum efficiency by qualified heating contractor. 5. Roofing a) Roofing materials to comply with the applicable section of the International Building Code. G. Windows a) All sash must be approved by local authorities - vinyl and slide openings unless otherwise indicated. 7. Site plan a) Customer or builder to provide property elevations at points marked before applying for mortgage or building permit. b) Customer to provide north arrow on blank compass rose provided at site plan. 8. Miscellaneous a) Base moulding at all floor and wall junctions where required b) Provide drop ceiling over 5' tub and shower, grab bar, shower curtain rod, towel bar, and tissue holder (provide backing) c) floor finishes bathroom vanities, bath splash, and kitchen cabinets to specifications of owner or builder. Note: 074-Ti - Owner /builder to supply any missing dimensions requir on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. -All dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before starting construction. - Grade to slope a minimum of 1 To away from building for surface water run -off, builder to be responsible for any required swales. - Any retaining walls required to be built according to good practise and are entirely the responsibility of others. All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 City Of Tukwila ILDINO DBMS''.; DD07- 4136 -P9 DENNY ENGINEERING AUBURN WA. 253.939.1 373 RECEIVED CTY JUL 2 5 70 07 SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT #1 -C, 46XX SO. 148Th ST. TUKWILA, WASHINGTON JULY 20, 2007 (206) 244- 1 900 DRAWING NO. DENNY ENGINEERING AUBURN WA. 253339. i 373 FLOOR PLAN NOTES 1 . ROOM IDENTIFICATION: Each room and the intended use must be clearly defined on the plans by the applicant for plan review purposes. R I OG 2. EGRESS WINDOWS: IRC Section R3 i 0. All sleeping rooms and basements with the habitable space shall have at least one openable emergency escape and rescue opening. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. Except that grade floor openings shall have a minimum net clear opening of 5 square feet (see definition below). The minimum net clear opening width dimension shall be 20 ". The openings shall have a finished sill height not more than 44" above the floor. Emergency escape and rescue openings shall be operational from the inside of the room without use of keys or tools. Window wells shall be provided when egress windows have a finished sill height below adjacent ground elevation. The well shall allow the window to be fully opened and provide a minimum accessible net clear opening of 9 square feet, with a min. dimension of 36 ". Window wells with a vertical depth of more than 44" shall be equipped with a permanent ladder. Grade floor opening definition: A window or other opening is not more than 44" above or below the finished ground level adjacent to the opening. Refer to handout for additional information . 3. SMOKE ALARMS: IRC Section R3 13. A smoke alarm shall be installed in each sleeping room, outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements. Each floor and basement shall have at least one detector. All smoke alarms shall be listed and installed in accordance with the IRC Code and the household fire warning equipment provisions of NFPA 72. When more than one smoke alarm is required to be installed, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. Required smoke alarms shall receive their primary power from the building wiring and shall be equipped with a battery backup. Additions, interior alterations, and repairs shall be provided with smoke alarms as required for new dwellings; the moke alarms shall be interconnected and hard wired. (Exception: Smoke alarms are not required to be interconnected and hardwired where the alteration or repairs does not result in the removal of interir wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, basement available which could provide access for hard wiring and interconnection without removal of hard finishes. Repairs to the exterior surfaces of dwellings are exempt from these requirements) . 4. SAFETY GLAZING: IRC Section R305. All glass located in areas considered hazardous must be safety glazed as identified by the manufacturer's or installer's label. The following shall be considered hazardous locations: I . Glazing in swinging doors. 2. Glazing in fixed and sliding door assemblies and panels in sliding and bifold closet doors. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doorsand enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and shower. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than GO-inches measured vertically above any standing or walking surface. G. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 -inch arc of the door in a closed position and whose bottom edge i5 less than GO" above the floor or walking surface. 7. Glazing that meets all of the following conditions: 7. I Exposed area of an individual pane is greater than 9 square feet. 7.2 Exposed bottom edge is less than I 5" above the floor. 7.3 Top edge greater than 36" above the floor. 7.4 One or more walking surfaces within 36" horizontally of the plane of the glazing. 8. All glazing in railings. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs, and spas where the bottom edge of the glazing 15 less than GO- inches above a walking surface and within 6O" of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36" horizontally of a walking surface when the exposed surface of the glass in less than GO" above the plane of the adjacent walking surface. I 1 . Glazing adjacent to stairways within GO" horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass 15 less than 6O" above the nose of the tread. See code for exceptions for Items 1 through 11. 5. EXHAUST FANS: IRC Section M 1 506, WSVIAQ Section 302.2. I , IMC Section 50 i .2, 502.7.3.G. Exhaust fans are required in each kitchen, bathroom, water closet room, laundry facility, indoor swimming pool. spa and other rooms where excess water vapor or cooking odor 1s produced. The air removed by every mechanical exhaust system shall be discharged outdoors at a point where it will not cause a nuisance and from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into an attic or crawl space. The termination point shall be located at least 3 -feet from the property line. See energery section of this checklist for more specific requirements. G. RANGE HOOD: IRC Section M 1 502, M 1 503, M 1 504, MI 90 I. I*. IMC Sections 304.8, 505. Overhead exhaust hoods shall discharge to the outdoors through metal exhaust hood (galvanized steel, stainless steel, or copper) not less than 28 gage. Such ducts shall have a smooth inner wall and be air tight and equipped with a backdraft damper. Clearance of at least 24" shall be maintained between the cooking surface and the combustible material or cabinet. Exception: Duct material and clearance where installed in accordance with the manufacturer's installation. Clearances to combustibles shall include such considerations as door swing, drawer pull, overhead projections or shelving and window swing, coverings and drapes. Refer to WSVIAQ Section 302.1 & Table 3 -1 for more specific requirements. FLOOR PLAN NOTES - continued 7. WATER CLOSET CLEARANCE: IRC Section R307, UPC Section 408.6. Water closet shall be located in a clear space not less than 30" in width. The clear space in front shall not be less than 24 ". 8. SHOWER AREAS: IRC Section R307, UPC Section 41 2.6, 4 i 2.7, 4 12.8. Bathtub and shower floors and walls above bathtubs with installed showerheads and in shower compartments shall be finished with non - absorbent surfaces that extend to a height of not less than G -feet above floor. The clear space in front of the shower opening shall not be less than 30 ". All showers shall have a minimum finished interior floor area of 1 024 square inches and shall also be capable of encompassing a 30" circle. These dimensions shall be maintained to a point 70" above the shower drain outlet. 9. CLEARANCE TO COMBUSTIBLES (FIREPLACE * CHIMNEYS): IRC Sections R808, R I 00 I . i 5, R 100 I . I G, R 1003. I I R 1003. 12. Combustible insulation shall be separated a minimum of 3" from heat producing appliances. Exception: Insulation shall be separated in accordance with conditions stipulated in manufacturer's listing. When masonry chimneys are built within a structure, min. 2" air space clearance to combustibles i5 required. When the chimney 15 placed on the exterior of the structure a I " clearance is allowed. The air space shall not be filled, except to provide noncombustible fire blocking. All wood beams, joists, studs and other combustible material shall have a clearance of not less than 2" from the front faces and sides of masonry fireplaces and not less than 4" from the back faces of masonry fireplaces. The air space shall not be filled, except to provide fire blocking in accordance with sections R 1 003. 13 / RG02.8. Woodwork or other combustible materials shall not be placed within G" of fireplace opening. Combustible material placed within 1 2" of the fireplace opening (such as mantles or decorative fireplace surrounds) shall not project more than 1/8" for each I " clearance from the opening. 10. APPLIANCE LOCATIONS: IRC Chapter M 1 307, M2005, IMC Section 303, and UPC Section 308 * 309. Installation of appliances shall conform to the conditions of their listing and label and the manufacturer's installation instructions. The manufacturer's operating and installation instructions shall remain attached to the appliance. Fuel burning appliances shall not be located in, or obtain combustion air from sleeping rooms, bathrooms, toilet rooms or storage closets. Exception: 1) direct vent appliances that obtain all combustion air from the outdoors or 2) Appliances located in a dedicated enclosure in which combustion air is taken directly from the outdoorsin accordance with IMC, section 703. Access to such enclosure shall be through a WSEC approved solid door, weatherstripped and equipped with an approved self - closing device. Fuel -fired furnaces and boilers installed in closets and alcoves shall be listed for such installation. Equipment installed in outdoor locations shall be either listed for outdoor installation or provided with protection from outdoor environment factors that influence operability, durability and safety of the equipment. Appliances designed to be in fixed positions shall be fastened or anchored in an approved manner. 1 1 . APPLIANCES LOCATED IN GARAGE: IRC Section MI 307, IMC Section 303.4, 304.3, IBC 1 607.7.3. Appliance located in a garage, carport or other location where subject to mechanical damage shall be protected with approved barriers. Vehicle barrier systems for passenger cars shall be designed to resist a single load of 6,000 lbs. applied horizontally in any diraection to the barrier system and shall have anchorage or attachment capable of transmitting this load to the structure. For design of the system, the load shall be assumed to act at a minimum height of I'6" above the floor or ramp surface on an area not to exceed i sq.ft. Equipment and appliances having an ignition source shall be elevated such that the source of ignition is not less than at least i 8" above the floor surface on which the equipment or appliance stands. Rooms or spaces that are not part of the living space of a dwelling unit and that communicate with the private garage through openings shall be considered to be part of the garage and appliances located in the space shall be elevated as specified above. 12. WATER HEATERS: IRC Section M 1 307.2, M2005, and UPC 608. Where water heaters or hot water storage tanks are installed in locations where leakage of the tanks or connections will cause damage, the tank or water heater shall be installed in a 24 gage galvanized steel pan or other pan approved for such use. The pan shall be at least I .5" deep and shall be drained by an indirect waste pipe with a min. 3/4" diameter drain to the exterior of the building not less than G" and not more than 24" above the adjacent ground surface. Temperature and pressure relief valves shall be drained to the outsiide of the building. Drain may not be trapped and must terminate not more than 2' nor less than 6" above the ground or the flood level of the area receiving the discharge and pointing downward. Water heaters shall be strapped to resist horizontal displacement due to earthquake motion. Twenty -two (22) gage x 314" strapping shall be used and be placed at points within the upper one -third (1/3) and lower one -third (1/3) of its vertical dimensions. At the lower point, a min. distance of 4" shall be maintained above the controls. Lag screws not less than %" in diameter must be used to anchor the restraints to the wall and each lag screw must have at least 11," thread penetration into a stud wall. A flat washer must be installed between each lag screw and the strap for reinforcement. WSEC Section 504.2. i . All electric water heaters shall be placed on an R -1 0 pad when located in an unheated space or concrete floor. 13. TRAP PRIMERS: floor drains or similar traps connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer and shall be accessible for maintenance. 14. GARAGE / DWELLING DOOR! OPENINGS: IRC Section R309.1 Openings between the garage and residence shall be equpped with solid wood doors not less than i 3 / g inches (35mm) in thickness, solid or honeycomb core steel doors not less than 1 /8' thick, or 20- minute fire -rated doors. FLOOR PLAN NOTES - continued i 5. GARAGE / DWELLING SEPARATION: IRC Section R309.2. The garage shall be separated from the residence and its attic area by not less than %2" gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5 /g" Type X gypsum board or equivalent. Where the separation 15 a floor - ceiling assembly, the structure supporting the separation shall also be protected by not less than %2" gypsum board or equivalent. I G. ATTIC ACCESS: IRC R807. I . Attics that exceed 30 sq.ft. and have a vertical height of 30" or greater must be provided with min. access openings of not less than 22 "x30 ". The attic access shall be located in a hallway or other readily accessible location with a 30" minimum unobstructed headroom in the attic space above the access opening. 17. EXTERIOR DOORS / EXITS: IRC R3 1 1 .4. i . At least 1 exit doorway shall be side hinged and not less than 3' in width and not less than 6'8" in height. The exit door shall provide direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. Access to habitable levels not having an exit shall be by a ramp or a stairway in accordance to applicable IRC Sections 3 i I .G or 3 I I .5. Egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. 1 LANDINGS: IRC R3 1 1 .4.3, R3 I 1 .5.4. There shall be a floor or landing on each side of all floors. Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is not required for the exterior side of the door. The floor or landing at the required exit door shall be not more than 1% lower than the top of the threshold of the doorway. Exception: The landing at an exterior doorway shall not be more than 7 3 /4" below the top of the threshold, provided the door, other than an exterior storm or screen door, does not swing over the landing. The width of each landing shall have a minimum dimension of not less than 36" measured in the direction of travel. The walking surface of landings shall not have a slope greater than 4" per foot. I 9. GUARDS: IRC Section R3 i 2. IBC Section 1 607.7.1 . Porches, balconies, or raised floor surfaces located more than 30" above grade or floor below shall have guards not less than 3G" in height. Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guards not less than 34" in ht. measured vertically from the nosing of the treads. Open side of guards shall be designed such that a sphere 4" in diameter cannot pass through. Handrail assemblies and guards shall be able to resist a single concentration load of 200 lbs., applied in any direction at any point along the top, and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building. Immediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 lbs. on an area equal to 1 sq.ft., including openings and space between rails. 20. HANDRAILS: IRC Section R3 1 I .5.6, R3 1 I .5. 1 . All stairways with 4 or more risers shall have at least one handrail. Such handrails shall be placed not less than 34" nor more than 38" above the nosing of the treads. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser to a point directly above the lowest riser. handrail ends shall be returned or terminate in newel posts or safety terminals. handrails adjacent to the wall shall have a space not less than 1 / between the wall and the handrail. Circular handrails shall have an outside diameter of at least I 4" and not greater than 2 ". handrails with a perimeter greater than GY shall provide a graspable finger recess area on both sides. See handrail option in IRC Section 3 I I .5.G.3 for additional handgnp requirements. handrails shall not project more than 4Y2" on either side of the stairway. See #34, stairway width for additional information. Refer to handout. 2 1 . STAIR WIDTH: IRC Section 3 1 1 .5. 1 . Stairways shall not be less than 3G" clear width at all points above the handrail height and below the required headroom height. _ ?_ shall not project more than 4%2" on either side _ ?_ and landings, shall not be less than 31 %2" where the handrail is installed on one side and 27" where handrails are installed on both sides. 22. STAIR TREADS * RISERS: IRC Section 3 1 I .5.3. The maximum riser height shall be 7- 3 /4 ". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 ". The minimum tread depth shall be 1 0". The tread depth withinany flight of stairs shall not exceed the smallest by more than 3/8 ". A nosing of not less than 3 / 4 " but not more than I % shall be provided on stairways with solid risers. Open risers are permitted, provided that the opening does not permit the passage of a 4" diameter sphere. Exception: Nosing is not required where the tread depth is at least 11 ". The opening between adjacent treads is not limited on stairs with a total rise of 30" or less. 23. STAIR HEADROOM CLEARANCE: IRC Section K3 I i .5.2. All parts of the stairway shall not be less than G'8" measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. See exception for spiral stairways. 24. USABLE SPACE UNDER STAIRS: IRC Section R3 I 1 .2.2. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with %2' gypsum board. 25. ILLUMINATION: 'KC Section R303.6, R3 I I .5.7. All interior and exterior stairways shall be provided with a means to illuminate the stair including landings and treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of the landing of the stairway. Exterior stairways shall be provided with a light source located in the immediated vicinity of the top of the landing of the stairway. Lighting controls shall be accessible at the top and bottom of each stairway without traversing any steps. R EWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 City Of Tukwila BU LDIN D I N D�- RECEIVE] JUL 2 5 7f1f17 L . Option Glazing Area % of floor Glazing U- Factor Door U- Factor Ceiling Vaulted Ceiling Wall Above Grade Wall =int Below Grade Wall =ext Below Grade Floor Slab on Grade Select One Vert. Over- head I 1 2% 0.35 0.58 0.20 R -38 R -30 R.1 5 R -15 R- I O R -30 R- I O II 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -2 ! R -10 R -30 R -10 III 15% 0.40 0.58 0.20 R -38/ K -301 R -21 / R- 15 R -10 R -30/ R -10 Group K- I and R-2 U =0.031 U =0.034 U =0.060 U =0.029 Occupancy Only IV Unlimited 0.40 0.58 0.20 R -38 R -30 R -2 I R -2 1 R- 1 0 K -30 R- 10 Group R -3 and R -4 Occupancy Only V Unlimited 0.35 0.58 0.20 R -38/ R -30/ R -21 / R -15 K -10 R -30/ R -10 Group R -1 and R.-2 U =0.031 U=0.034 U =0.060 U =0.029 Occupancy Only FLOOR PLAN NOTES -- continued 26. SPECIAL STAIRWAYS: IRC R3 1 1 .5.3.2, R3 I 1 .5.8. I . Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall comply with all requirements of stairways except: Winder treads shall have a minimum tread depth of 1 0" measured at a point 1 2" from the side where the treads are narrower. Winder treads shall have a minimum tread depth of G" at any point. Siral stairways are permitted, provided the minimum width shall be 2G inches (GGOmm) with each tread having a 7)2" minimum tread depth at 1 2" from the narrower edge. All treads shall be identical, and the rise shall be no more than 9 Y2 ". A minimum headroom of G feet G inches shall be provided. Unless demonstrated otherwise soil bearing capacity is assumed to be 1 500 psf, weathering potential is determined to be moderate (IRC Table 30 I .2( I )). STRUCTURAL NOTES 27. FOUNDATION FOOTING SIZE: IRC Section R403. Assume load bearing value of soil 1 500 psf unless proven otherwise. - Supporting 1 floor: minimum G "x 1 2 ". - Supporting 2 floors: minimum G "x 15 ". - Supporting 3 floors: minimum 8 "x23 ". Spread footing projections shall be at least 2" * shall not exceed the thickness of the footing. 28. FOOTING REINFORCEMENT: IRC Section R403, R404. 1 .4. Main concrete walls located in Seismic Design Categories D 1 and D2 shall comply with the following: 1) Minimum reinforcement shall consist of one #4 horizontal bar located in the upper 1 2" of the wall. 2) Wall height shall not exceed 8'. 3) height of unbalanced backfill shall not exceed 4'. 4) A minimum thickness of 7Y" is required for plain concrete foundation walls except that a minimum thickness of G" shall be permitted for plain concrete foundation walls with a max. height of 4'G" provided the minimum specified compressive strength of concrete, fc, is 4000 psi as evidenced by the delivery (batch) ticket for the project. As a minimum standard, refer to the attached handouts: Foundation Reinforcement Requirements. 29. FOUNDATION WALL SIZE: IRC Tables 8404. 1 . 1 ( 1 ), R404. 1 . I (2), R404. 1 . I (3), R404. 1 . 1(4), 4. Section 404. I .4. See attached handouts. Plain concrete and plain masonry foundation walls located in Seismic Design Categories DI and D2, as established in Table R30 1 . I (1), shall comply with the following: 1) Minimum reinforcement shall consist of one #4 horizontal bar located in the upper 1 2" of the wall. 2) Wall height shall not exceed 8'. 3) Height of unbalanced backfill shall not exceed 4'0 ". 4) A minimum thickness of 7Y is required for plain concrete foundation walls except that a minimum thickness of G" shall be permitted for plain concrete foundation walls except that a minimum thicknes of G" shall be permitted for plain concrete foundation walls with a maximum height of 4'6 ". 5) Plain masonry foundation walls shall be a minimum of 5" thick. Vertical reinforcement for masonry stem walls shall be tied to the horizontal reinforcement in the footings. Masonry stem walls located in Seismic Design Categories D1 and D2 shall have a min. vertical reinforcement of one #3 bar located at max. of 4' o.c. in grouted cells. Foundation walls located Seismic Design Categories DI and D2, as established in Table R301 .2(1), supporting more than 4' of backfill or exceeding 8' in height shall be constructed in accordance with Table R404. i .(2), R404. I . 1 (3) or R404. I . I (4) [reinforced concrete] and shall have two #4 horizontal bars located in the upper 1 2" of the wall. 30. STEPPED FOUNDATIONS: IRC Section G02. I I .3. Where stepped foundations occur, the following requirements apply: I ) Where the height of a required braced wall panel that extends from the foundation to floor above varies more than 4', the braced wall panel shall be constructed in accordance to figure RG02. I I .3. See attached details. 2) Where the lowest floor framing rests directly on a sill bolted to a foundation not less than 8' in length along a line of bracing, the line shall be considered as braced. The double plate of the cripple stud wall beyond the segment of footing that extends to the lowest framed floor shall be spliced by extending the upper top plate at a minimum of 4' along the foundation. Anchor bolts shall be located a max. of 1' and 3' from the step foundation. 3) Where cripple walls occur between the top of the foundation and the lowest floor framing, the bracing requirements for a story shall apply. 4) Where only the bottom of the foundation is stepped and the lowest floor framing rests directly on a sill bolted to the foundations, the requirements of Section RG02. I I . I shall apply. 3 I .FOOTING DEPTH: IRC Section 8403. 1 .4, R403. I .4.2. All exterior footingsshall be placed at least 1 2" below undisturbed ground. Interior footings supporting bearing or bracing walls and cast monolithically with a slab on grade shall extend to a depth of less than 1 2" below the top of slab. SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT # 1 -C, 4GXX SO. 148Th ST. TUKWILA, WASHINGTON JULY 20, 2007 (206) 244- 1 900 DRAWING NO. DD07 -4 136 -P STRUCTURAL NOTES - continued 32. CRIPPLE WALL BRACING: IRC Definition, Sections 8602. 10.2, R602. 10.2.3, R602. 1 O. 1 I . 1 * R602. 10. 1 I .2. A cripple wall is a framed wall from the top foundation to the underside of the floor framing of the first story above grade plane. In Seismic category D I (other than D2), cripple walls shall be braced with an amount and type of bracing as required for the wall above in accordance with Table RG02. 10. 1 with the following modifications for cripple wall bracing: I) The percent bracing amount as determined from Table R602. 10. i shall be increased by 1 5 %, and 2) The wall panel spacing shall be decreased to 1 8' instead of 25'. In Seismic Design Category D2, cripple walls shall be braced in accordance with Table RG02. 10.1 . In any Seismic Design Category, cripple walls are permitted to be redesignated as the first story walls for purposes of determining wall bracing requirements. If the cripple walls are redesignated, the stories above the redesignated story shall be counted as the second and third stories respectively. Where interior braced wall lines occur without a continuous foundation below, the length of parallel exterior cripple wall bracing shall be I Y times the length required by Table 8602. 10. 1 . Where cripple walls are braced using method 3 of Section R602. 10.3. (wood structural panel) cannot provide this additional length, the capacity of the sheathing shall be increased by reducing the spacing of fasteners along the perimeter of each piece of sheathing to 4" o.c. Adhesive attachment of wall sheathing shall not be permitted in Seismic Design Catergories DI and D2. 33. UNDER -FLOOR VENTILATION: IRC Section 408. I and 408.2. The under -floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement or cellar) shall be provided with ventilation openings through foundation walls or exterior walls having a net area of not less than 1 square foot for each 1 50 square feet of under -floor space area. Openings shall be located as close to corners as practical and shall provided cross - ventilation. One such opening shall be within 3 -feet of each corner of the building. Ventilation openings shall be covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed 4 ": 1 Perforated sheet metal plates not less than .070" thick, 2) Expanded sheet metal plates not less than .047" thick, 3) Cast iron grills or grating, 4) Extruded load- bearing brick vents, 5) Hardware cloth of .035" wire or heavier, G) Corrosion resistant wire mesh, with the least dimension being Y / ". See exceptions for additional options. 34. UNDER -FLOOR ACCESS: IRC Section 4 Access shall be provided to all under -floor spaces. Access openings through e floor shall be a minimum of 1 5" x 24 ". Openings through a perimeter wall shall be at least 1 6" x 24 ". When any portion of the through wall access is below grade, an areaway of not less than I G" x 24" shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. Unobstructed by pipes, ducts or similar construction. 35. DECKS $ EXTERIOR STAIRS: IRC Section 3 19. 1 .2. Based upon climate conditions and local exposure approved naturally durable or pressure preservatively treated wood shall be used for those portions of wood members that form the structural supports of buildings, balconies, porches, or similar permanent building appurtenances. Such members may include: 1 ) Horizontal members such as girders, joists, and decking. 2) Vertical members such as posts, poles and columns. 3) Both horizontal and vertical members. Treatment must be applied by manufacturer. ENERGY CODE GENERAL NOTES 36. PREMISE IDENTIFICATION: IRC Definition, Section R32 1 $ City of 5eatac Standards for Fire Apparatus Access Roads. Approved numbers or addresses sahll be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Approved numbers or addresses shall be placed on all new commercial or residential buildings (that require an address), at the beginning of long driveways when the address is not clearly visible from the access road, or in any other areas deemed necessary by the City of Seatac Fire Marshal. They shall be placed in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. 37. APPROVED PLANS: IBC Sections 106.4. 1 , 106.4.2. The approved plans shall not be modified, changed or altered without authorization from the Building Official. The building permit and one (I) set of approved plans for the project shall be kept at the site of work and shall be open to inspection by the building official or his or her authorized representative. 38. HEATING: IRC Section 303.8. Every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room temperature of 68 F at a point 3' above the floor and 2' from exterior walls in all habitable rooms at the design temperature. The installation of portable heaters shall not be used to achieve compliance with this section. 39. GYPSUM WALLBOARD: IRC Section R702.4.2 * R702.4.3. When gypsum is used as a base or backer for adhesive application of ceramic tile or other nonabsorbent material, it shall conform with ASTM CG30 or CI 1 78. Water resistant gypsum backing board shall be permitted to be used on ceilings where framing spacing does not exceed 1 2" o.c. for Y2" thick or 1 G" o.c. for 5/8" thick gypsum board. Water resistant gypsum backing board shall not be installed over a vapor retarder, or on ceilings in a shower or tub compartment. All cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. Limitations: Water resistant gypsum backing board shall not be used in the following locations: 1) Over a vapor retarder in a shower or bathtub compartment. 2) Where there will be direct exposure to water, or in areas subject to continuous high humidity. 40. GYPSUM WALLBOARD FASTENING: IRC R702.3.G * Table R702.3.2, IBC 2306.5. I .4. Screws for attaching gypsum board to wood framing shall be Type -W or Type S in accordance with ASTM C 1 002 and shall penetrate the wood not less than 5/8 ". Footnote, Table R702.3.5: Type X gypsum wallboard for garage ceilings beneath habitable rooms shall be installed perpendicular to the ceiling framing and shall be fastened at 6" o.c. by minimum 1 -7/8" Gd coated nails or equivalent drywall screws. -3/8" minimum from edge and ends for nails or screws. - Fastening (nails): 7" o.c. max. ceiling, 8" walls. - Fastening (screws): 1 2" o.c. ceiling, I G" o.c. walls when wall framing 15 i 6" o.c., 1 2" when wall framing is 24" o.c. 4 I . STORY / STORY ABOVE GRADE: IRC Section 8202. That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above. A story above grade is any story having its finished floor surface entirely above grade, except that a basement shall be considered as a story above grade where the finished surface of the floor above the basement is: I ) More than 6' above grade plane. 2) More than G' above the finished ground level for more than 50 % of the total building perimeter. 3) More than 1 2' above the finished ground at any level. 42. hEIGhT OF BUILDING GRADE PLANE: IRC Section R202. The vertical distance from grade plane to the average height of the highest roof surface. The grade plane : A reference plane representing the average of the finished ground level adjoining the building at all exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or where the lot line is more than G' from the building between the structure and a point 6' from the building. Note: Zoning regulations may limit the height of residential structures more stringently. Check with your local jurisdiction for height limitations. REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 I City Of Tukwila BUUILDING DIVISION 43. RETAINING WALLS: IBC Section RI 806. I , IRC Section R 105.2. Retaining walls shall be designed to ensure stability against overturning, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of I .5 against lateral sliding and overturning. Retaining walls that are not over 4' in height measured from the bottom for the footing to the top of the wall not supporting a surcharge is exempt from permits. D ` DENNY ENGINEERING AUBURN WA. 253.939. 1 373 RECElVF CITY OF TUKWlLA Jul 2 5 ?nn 1