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Permit D07-325 - SIDHU HOMES - NEW HOUSE
SINGH RESIDENCE 4635 S 148 ST D07 -325 Parcel No.: 0042000136 Address: 4635 S 148 ST TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 4635 S 148 ST , TUKWILA WA City...f Tukwila Owner: Name: ANDRADE ANGEL +MARIA E ESCAL Address: 10925 SE 244TH ST , KENT WA 98030 Phone: Contact Person: Name: GARY SINGH Address: 4224 S 148 ST , TUKVVILA 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 DEVELOPMENT PERMIT Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: NEW 3749 SQ FT SINGLE FAMILY RESIDENCE WITH 693 SQ FT ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE W/ INFILTRATION, UNDERGROUNDING OF POWER, AND DRIVEWAY. WATER DIST. 125 & VALLEY VIEW SEWER Value of Construction: $378,209.57 Fees Collected: $7,095.48 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 22 doc: IBC * *continued on next page ** Permit Number: D07 - 325 Issue Date: 10/04/2007 Permit Expires On: 04/01/2008 Expiration Date: 08/30/2008 D07 -325 Printed: 10 -04 -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: N 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 xa4tined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie vin , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of wool am authorized to sign and obtain this development permit. r bk\ Signature: Print Name: doc: IBC-10/06 City tom? 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 4 Permit Number: D07 -325 Issue Date: 10/04/2007 Permit Expires On: 04/01/2008 Date: 1 °l Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -325 Printed: 10 -04 -2007 Patcel No.: 0042000136 Address: 4635 S 148 ST TUICW 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 -325 Status: ISSUED Applied Date: 08/27/2007 Issue Date: 10/04/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 1S: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 D07 -325 Printed: 10 -04 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof'Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 20: 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. 21: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 22: 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. 23: Any material spilled onto any street shall be cleaned up immediately. 24: 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. 25: 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. 26: From October 1 through April 30, 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. 27: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum (wider for three car garage). Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 29: 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. 30: ** *FIRE DEPARTMENT CONDITIONS * ** 31: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 32: 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 doc: Cond -10/06 D07 -325 Printed: 10 -04 -2007 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 * *continued on next page ** 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) 33: Maximum grade for all projects is 15 %. 34: Adequate ground ladder access to rescue windows shall be provided. 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D07 -325 Printed: 10-04 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 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 Date: 1 b i t 1 °T-- D07 -325 Printed: 10 -04 -2007 Site Address: 635 (L{ 9- Tenant Name: Property Owners Name: Mailing Address: Name: Mailing Address: Company Name: Mailing Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.waus 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 ** 014(J - jdii�S % 14c. 2,24 Sbc, \'- P tL S•}-. GAR-/ S IIJGH As ve. -N Pt3 :sv "IyNkk-■.ori! StG Contact Person: '1. c p - w+ k ttL� E -Mail Address: QA Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: 00 0 1 .3 6 Suite Number: Floor: New Tenant: ❑ Yes ❑..No City City E-Mail Address: CZr ,. �.. , P1e fi Fax Number: ivt lV 4\ r�rcS L1A c City 10%a\ \6toil. P1 CJv, a r14 L kt State � c r q 1 Zip CONTACT PERSON who do'we contact when your permit is ready to be issued Day Telephone: 2_b to - 24 O Q Company Name: C NNE Y Y CA Mailing Address: c\ a. $Z ,„ � State Zip l00--1137 g - 3 - GENERAL CONTRACTOR INFORMATION — ; (Contractor Information for Mechanical (pg 4) for Plumbing Gas Piping State Contact Person: Day Telephone: 2VA-1 1 p E -Mail Address: a 4* A t �,.,, Ca , r�k }- Fax Number: Z.0 — M'3 7 $ Contractor Registration Number: S iDH U H j9$ 0 hi 0 Expiration Date: 3b- 2 00 g . ARCHITECT OF RECORD —All plans :must "be' wet Stamped by Architect of,Record ti Zip City State Day Telephone: 2 t3 o r 9 %- 019z_ Fax Number: Zip ust be wet stamped by Engineerof Reco City State Zip Contact Person: J N y Day Telephone: 2..S3 39-1313 E -Mail Address: Fax Number: Page 1 of 6 sew BUILDING PERMIT INFORMATION —206-431-3670 Valuation of Project (contractor's bid price): $ a ; 9 � `` 0 ' Existing Building Valuation: $ Scope of Work (please provide detailed information): !v P.t,.3 .S Nel i Fo t,..; 1 Will there be new rack storage? ❑ Yes a. No Provide All Building Areas in Square Footage Below Floors Basement Accessory Structure* Attached Garage '? Detached Garage Attached Catpiirt Detached Ca Covered Deck Uncovered Deck 'Interior Remodel Addition to Existing Structure %c1HZ 1'751. Gq3 $tic -k Prot, '" 1E5 - 'ype of . Occupaa� per • 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): _ 61% sG , ... floor area of principal dwelling: 21 SF. Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Qi , No if `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinlders ❑ Automatic Fire Alarm al None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er 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. QA Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: s;deucP, If yes, a separate permit and plan submittal will be required. Page 2 of 6 12J Total Cut Total Fill Scope of Work (please provide detailed information): Call before you Dig: 1- 800- 424 -5555 C.c5 -56 j i- S. C. Re QA. (_ Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ` ❑ Tukwila Water District #125 .Water Availability Provided Sewer District ❑ ...Tukwila � . � ` V a1Vue ❑ .. Renton ❑ ...Sewer Use Certificate `O ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Seattle Septic System: Di On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. N Sub itted with Application (mark boxes which apply): ..C Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ Right -of -way Use - No Disturbance 'J ...Construction/Excavation/Fill - Right -of -way Non Right -of -way 5 50 cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Q.Upplieations\Forms- Applications On Linel3 -2006 • Permit Appliation.doc Revised. 9 -2006 bh 11 WO # WO # WO # Private Private ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ . Work in Flood Zone Storm Drainage ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ hannelization „Trench Excavation 'Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) 1 1A/ /T4Q lJc a� /. • / Day Telephone: City Day Telephone: City 1/4iv4 S � lip► State State Zip Zip Page 3 of 6 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Use: Residential: Commercial: Q: Wpplications\Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9-2006 bh V'EA rh P} 9s3 D8 Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): New ....El/. Replacement .... ❑ New .... ❑ Replacement .... ❑ 500 ay Fuel Type: Electric ❑ Gas ....R Other: Indicate type of mechanical work being installed and the quantity below: Furnace <100K BTU su • City Zip Day Telephone: 2 5 3 Fax Number: aY ZS 3 Expiration Date : w144i%, / 2f-- s Furnace> 100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Air Handling Unit <10,000 CFM 2 Air Handling Unit >10,000 CFM Eva , • rator Cooler Ventilation Fan Connected to Sin le Duct Ventilation System Hood and Duct Incinerator - Domestic Incinerator — Comm/Ind 1 2_ Fire Damper Diffuser Thermostat Wood/Gas Stove Emergency Generator Other Mechanical Equipment 1 0-3 HP /100,000 BTU 3 -15 HP /500,000 BTU 15 -30 HP /1,000,000 BTU 30 -50 HP /1,750,000 BTU 50+ HP/1,750,000 BTU Page 4 of 6 Fixture ,T e. Type: `Qty Fixture Type: Qty Fixture Type: �' i . � --- �xtnre Type: - Qty Bathtub or combination bath/shower "7 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Li Bidet Food -waste grinder, commercial 4 Receptor, indirect waste Clothes washer, domestic I Floor drain Sinks if L Dental unit, cuspidor Shower, single head trap 3 Urinals Dishwasher, domestic, with independent drain , Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Q: Wpplications\Fotms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 - 2006 bh PLUMBING AND GAS PIPING PERMIT INFORMATION - 206-431-3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: M . l ,,r,,_ Pi 2n1 v 1 S • �z - �F- l t,1\ G e"" Contractor Registration Number: M 4/Z,4k T 10 t t7 I- 1 Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): 75 99. Building Use (per Int'I Building Code): 1(74 tb - Occupancy (per Int'1 Building Code): Utility Purveyor: Water: 1A16 -1.e- Did J' I2S Sewer: 1/4 iv c Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: City State Zip Day Telephone: 1-/ 3"- 71 `3 - -) (, 2,3 Fax Number: Expiration Date: 0 q 1 O-- /Jew a / �4 �.., f Re sle,/,- k ee Page 5 of 6 Date Application Accepted: 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 : 2) Signature: , ��� g -125107 Date: / 0Qj � 0 q Print Name: G LJ rt�1 S ' til "k Day Telephone: o�O4 — Z YY -/ / U d / Ai _s Tu?e J/t F 149? — algij,S City State ip Mailing Address: IP a 9 - C64 Q:1Applications\Fortns- Applications On Line \3 -2006 - Permit Application doc Revised: 9 -2006 bh Date Application Expires: 01( Staff Initials: Page 6 of 6 1 Receipt No.: R07 -02546 Payee: SIDHU HOMES, INC. ACCOUNT ITEM LIST: Description rinr Rar.Pint -06 BUILDING INVESTIGATION City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 0042000136 Permit Number: D07 -325 Address: 4635 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 08/27/2007 Applicant: SINGH RESIDENCE Issue Date: 10/04/2007 Initials: JEM Payment Date: 11/19/2007 01:11 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 2005 58.00 Account Code Current Pmts 000/322.800 58.00 Total: $58.00 Payment Amount: $58.00 5124 11/19 9710 TOTAL 58.00 PrintM 11 -19 -2007 n .. vrresnc ne RECEIPT NO: R07 -02169 Initials: WER User ID: 1655 Payee: SIDHU HOMES, INC. SET TRANSACTIONS: Set Member Amount D07 -325 4,648.12 M07 -186 175.56 PG07 -223 414.50 TOTAL: 5,238.18 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 BUILDING - NONRES GAS - RES MECHANICAL - RES PLAN CHECK - NONRES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC CONCURRENCY TRAFFIC MITIGATION FEES SET RECEIPT Account Code Current Pmts TRANSACTION LIST: Type Method Description Amount Payment Check 1940 5,238.18 TOTAL: 5,238.18 SET ID: 1003 SET NAME: SINGH RESIDENCE 000/322.100 3,168.24 000/322.100 88.00 000/322.100 175.56 000/345.830 -36.39 000/345.830 53.89 000/322.100 309.00 000/342.400 23.50 000/342.400 138.00 000/386.904 4.50 104.367.121.00 300.00 104.367.120 1,013.88 TOTAL: 5,238.18 Payment Date: 10/04/2007 Total Payment: 5,238.18 Parcel No.: 0042000136 Address: 4635 S 148 ST TUKW Suite No: Applicant: SINGH RESIDENCE Receipt No.: R07 -01816 Payee: SIDHU HOMES ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Initials: WER Payment Date: 08/27/2007 04:19 PM User ID: 1655 Balance: $3,310.74 TRANSACTION LIST: Type Method Description Amount Payment Check 1900 2,447.36 Account Code Current Pmts 000/345.830 000/322.100 000/345.830 Permit Number: D07 - 325 Status: PENDING Applied Date: 08/27/2007 Issue Date: Payment Amount: $2,447.36 2,059.36 250.00 138.00 Total: $2,447.36 Printed: 08 -27 -2007 Project: i s A64 A -ef=il (I Type of Ins�,uRection: j---, � � t 3a c ; Address: . ___ .1 iv ?S J- 14 -5 L 1 Date Called: Special Instructions: _ Date Wanted: if D , 31/c_.in- / p.m. Requester: Phone No: dor -32; INSPECTION RECORD Retain a copy with permit INSPECTION 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 c] ct.)kc/t i)e3(Nre-- L�� ) Uct--)1 —1 • 'Inspector: 'Date: C 1 - 7 , El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project:, S,A6if /2efje-itct Type of l yectibp; iteoP -.., t. Address: a s--- 6 0 S 1-if 5'' Date Call d: Special Instructions: 7 Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431- Approved per applicable codes. El Corrections required prior to approval. COMMENTS: l Inspec or: A I t e: 0 j , LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: � �, / Type of In�p l . l�(yU // /� 1� �, z /G T Addres : 7 42 C Date Called: l Special Instructions: l Date Wa / nte m Reques r: Phone No: 1 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: P j 4A) C --- v/ t j r U 6 'Inspector:' \ Date: I 68 $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: El Corrections required prior to approval. • Probe ,Al #fe's • Type of lupection: / /dC'2 mss: Address: z 35 5 /t� 7U.s-j Date Called: Special Instructions: .— Date W ' led: 7 d "7 a.m. Requester: Phone No: l �0 a0G- 27�/- � (Inspector:, - Th DO 7325 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: ,Date: $58.00 REINSPECTION FEE REdUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Projr_. . - M oeetr• Type of Inspection: ..... r Adcp 5 5 /vg 61.71 Date Called: Special Instructions: _.- Date Wanted: p.m. Requester: Phone No I 2./ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 11--J,Of 6 L.M r l Inspector:7 — ) JJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: I —7 — oc? 'Receipt No.: 'Date: Proj t: % ✓y / 7 Ri- s Type of Inspection: w4 /l. ,v s Addr @ss: /vdi Date Called: Special Instructions: Date Wante 9 /o rc.) a Request r: Phone No , off- zW - 600 DO 7 7325 INSPECTION RECORD Retain a copy with permit INSPEI ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Cgi A pproved per applicable codes. E1 Corrections required prior to approval. COMMENTS: nspector: t No.: Date: / — EINSPECTION FEE R Prior to inspection, fee must be t 6300 Southcenter Blvd. S ' e 100. Call the schedule reinspection. QUI IDate: Project: 9/4,11 h 24 /V eIre— Type of Inspection: Frti N • ^ S Address: l it 3 s s fY(st, Date Called: fi/ ff 2 Special Instructions: Date Wanted: / f :o' a.m. 3 Requester: rift Phone No: 2- 2Y f 9 0 0 !0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( -3670 ® Approved per applicable codes. Ij Corrections required prior to approval. COMMENTS: 1 e , /y CO r�l. C .>"11 Dr.. $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: Po? _325 Project: df` Type of Ins etion: � Zi Address 43 r 57 r /� L [� J - Date _Date Called: j Special Instructions: ■ Want d: - - - a: Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit k PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: rate) -2�1 $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 5 �� n , 1) Pkick, n w «fh.,. Poofe4 2 , Sl e.t ♦ 1 H 01 Qh N, w LJ4'1 J91- ,s.ecvftly 1,14 i 37 &Nib, 1245,4.,.c CO hill ci, a.. 1: F V C.s , 6417 P€• i51r,., s e. 1--e Requester: If I Phone No: 2o 2S Mao Project: n .�� - ►N, ) h5 1 Rtile� G Type of Inspection 5 �� n , Address: 3 5 I e g Date Called: 12.12k/g7 Special Instructions: Date Wanted: n 0 Requester: If I Phone No: 2o 2S Mao 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. 'Inspector INSPECTION RECORD Retain a copy with permit $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: Doi -. 325 PERMIT NO. Date: /Zi/Q (206)431 -3 7 Project:, n /// S /H7 < "' /�Pl�d tom. Type of Inspection: , a Address: 1 /635" 5- / 2 r ' ` Date Called: a T Sisi64& Special Instructions: Date Wanted: // - 7U 07 �- a.m. Requester: Phone No: 2 — 2' /' /—/ ? 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector:— r � tn JLO 1 Date: 1 I /27 -y2 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: Project: SI t4c_Ak-k 12 Type of Inspection: , ExT ..k- / SttGane, Address: 4-(.."5 S. (4S sr Date Called: Special Instructions: Date Wanted: k kiZtat '1 a Requester: Phone No: - S INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 %Corrections required prior to approval. COMMENTS: if■toT ( 21(2-' 143,_a_Lf °Approved per applicable codes. 61. 'Date: k El $58.00 REINSPEC11ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Type ofAlspectpn: , Address.' Date Called: Special Instructions: Date Wanted: / / /? / / p.m. Requester: Phone No: 20 C - 2 /e U 7.32.5 INSPECTION RECORD Retain a copy with permit I SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I J(I A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: k Jl. $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: Date: w- Project: ' - i / 7 Type of Igspe a � l - h i: A Do/ ,/`G� r /r/-0(--- Addres • 1j .?s S. / /V s -1-- Date Called: Special Instructions: Date Wanted: //— ' —O " a.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit PE (206)431 -3670 IT NO. El Approved per applicable codes. Corrections required prior to approval. h ..► ' , ... e_ _...1_. • 'Inspector: 'Date: $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: P Project: J /L'J/ ! ' ker/g4.A.- Type of Instio �`, r ..'/ lea r re ' � 7e /1 Address: f 997 S /4/,7 X..7 Date Called: Special Instructions: Dat e anted: �6 J��! p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. P PP El � q p ' pproval. COMMENTS: LJ $58.00 REINSPE M' ' N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: PERMIT NO. (206)431 -3670 Prot; o Inspecjion ■ Address: L / 63 S S /L/( j`S Date Called: Special Instructions: Date %� e 3 � � a.m m Request !. Phone No 266 - Z. / / i 0 (_ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 COMMENTS: I hk e r 0-7 j/ 1 Approved per applicable codes. $58.00 REINSP ON FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: PERMIT NO. Co required prior to approval. EL- Project: C t 7;1 4 Type of Inspection: 2_672_ /mac w. �jZi, Address: Date Called: _z„ Special Instructions: Date Wanted: /� �C/ a.m. 1976 Requester: Phone No: 2-- 4 1 y — / 'c2) y INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REINSPE 'I- REQUIRED. Prior to inspection, fee must be paid at 6300 South enter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro Re.-. . Type of Inspectiop: /-? '11/(24 W4// Z/2 S _S / 2 /g S Date te Called: Special Instructions: Date Wanted: Requester: Phone No: _26)6 Z 1 -7Z-/- 1 cjp 6 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 C MMENTS: proved per applicable codes. Corrections required prior to approval. $58.00 REINS CTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 1Date: - ^ 11.! v a • 4 ' • • - Prod /i✓5 42,--s . Type o Inspection: 1 "V fIl r -- Address: L � 3S S , / 4 4° _5/ Date Called: Special Instructions: Date Wanted -y / ` m: Requester: Phone No: OG - /Sow E))7-__325 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43j, -3670 ID Approved per applicable codes. caCorrections required prior to approval. COMMENTS: ree (N /1 R ti ► N GI J Da ) e: e / 5 El $58.00 NSPECTION FEE REQUIRE . Prior t inspection. fee must be paid 6300 Southcenter Blvd., Suite 100. Call he schedule reinspection. (Receipt No.: 'Date: Project: Type of Inspect n: Add to Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: COMMENTS: L.-4--7 22% //, �� ' `// (c r r 7� ; %_ - INSPECTION RECORD l Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 " Approved per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: !Date: Project: S (d k Type of Inspection: 4) ( Add a s : l 5 S • ( S7 Date Called: 1 c. a Special Instructions: Date Wante d /d a.m. p.m. Requester: Phone No: r Litt ' 7(..) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Ej Approved per applicable codes. INSPECTION RECORD L ? �3Z� Retain a copy with permit W" El Corrections required prior to approval. P f OA- Nit W/V6i VlAik Inspector: 64.1 I Dat /0(4 ❑ $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: P ='ect: Type of Inspectionn: , Address: 1 41p,35 Si I Si- Date Called: 3 � � Special Instruc 'ons: 7 - Date Wanted: 1 ^ IQ & p.m. Requ er: 's L. • 7oneNfl Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: I 06 cct 4-1 4") jJ 1(4.0 k`l,(AC 'Inspector: Date: ') 51 I( (oif . 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite, 100. Call the schedule reinspection. 'Receipt No.: 'Date: • J L. E Approved per applicable codes. / Pro t: / Type of section: ■ Address: �� I , + Date Callec: 1 I i 19 lot Special Instructions: Date Wanted: 1 ... I 17/UY P ' I I I :. Requester() � �� Pho No: (D y (/' )9 Approved per applicable codes. / corrections required prior to approval. COMMENTS: f 1S J() caN rn 1 s u.) I 0(■11 k C /J (Date: ( ( 0 51 Ins ector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou thce nter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: (Receipt No.: Project: G u ,, 5, _, Sprinklers: Type of Inspection: _ Re- ,t-P=4-{I.1 t ,, F/7„ f Address: 4/6 35 .5 Suite #: 1 Contact Person: G., ,�1 5/ Occupancy Type: Special Instructions: Phone No.: fi5/' P S Needs' Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: ) 1 c n 2<') ✓. cler3c 49/C ni o - 4/42-n - u ,1i 1 1.4/ lG fl1c ✓� J )�r5c 0� Inspector: Srt) J i5 Date: 7 / /Uff Hrs.: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do? - 32-5 PERMIT NUMBERS n Corrections required prior to approval. $80.00 REINSPECTIO FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Dep fitment. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 a DENNEY ENGINEERING, INC. ' 3x809 191' A SG Auburn, WA 98092 col I'honc & Fax (253) 939 -1373 me STRUCTURAL CALCULATIONS PROJECT 406 5. 1/8t 5t Tu W4 DAT E 5Y f'TZ D REVIEWED CODE COMPLIANCE APPROVE OCT 0 3 2001 I — I —Dr 1 X07- 32S AUG 2 7 2007 PER i\,111 ENTER DENNEY ENGINEERING, INC. DAT E 38809 191 Avc SE Auburn, WA 98092 Tukwila A, Phone & Fax (253) 939 -1373 /< 0.70 ‘2,Z ; 15172 (0.70) = /1.0 psf Longitudnha/ Wrr)d Heigti.t to j iige of rood' 11 23' w, ^/6; 72 (0.70) /1.0 ' psf 5idhu. Homes PAGE s /OM St Wind Force ,4.eferences: rr3C 2006 and /45CE 7 -02 45 = 0.00256 ' z kzt e l l/ A-5CE 7-02 �►. to -15 V= F5 mph exp. B I= /.00 KS= O. ST /< = Sao 5 = 0.002560< 00)(0. ij5)(85) = /5.72 K L2eterrn f n e k fig. ‘-3 (See p. 2) r8 n 5verSe. "n / f/eiyh t to mid -- heryh t of roo7c slope or ea ve /1 26' Height above , ground level, z - Exposure (Note 1) C B-3 C D ft On) 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) 30 0.62 0.90 1.08 C 20 j 25 (7.6) 0.70 0.66 0.94 1.12 30 (9.1) • . 0 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 0.89 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 Velocity Pressure Exposure Coefficients, Kb 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. 5 z S z ' For z < 15 ft. K... 2.01 (z/z f K.1.2.01 (15/7f a 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. 5 Exposure categories are defined in 6.5.6. .jriinlmum Design Loads for Buildings and Other Structures 75 DENNEY ENGINEERING, INC. DATE 7/3 eq.- PAGE 3 ___: 38809 191 Ave SE -7211(w/M, 4 3 $_ ` $ /$3t4 St Auburn, WA 98092 = A Phonc & Fax (253) 939 -1373 Wind Forces fief: iac 2o06 and /JSCE 7 -02 Low PrSe Buildings h < 60 ft. ASCE 7 -02 Sect. 6.5./2.2. 2 Coefficients from Fig. 6- /o ASCE Windward 41 Leeward Gt/a /ls 46 = 30° Ve/. - 85 rn�4 Exp. p= [6C,tf± GCpi] $ / /.o.. (See p. t) Surface GCpf 4 - 0.37 Interior Surfaces GCpw = ± 0.18 Se p. 4- Stdhu Ho01es Mnaard and Leeward Roofs ra6le 6-3 /hoof 2.c. e = 30° p [6Cpf+ ght--- 0 psi (See p. y) Surface GO/of 2 0.2 i 3 -0.43 ,� `See �. Roof Angle 0* (degrees) 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 0.5 -0.69 -0.48 -0.43 -0.45 -0.45 0.80 -1.07 -0.69 -0.64 30-45 0.56 0.21 -0.43 -0.37 -0.45 •0.45 0.69 0.27 -0.53 -0.48 90 0.56 0.5 -0.37 - . 7 -0.45 -0.45 0.69 0.69 -0.48 -0.48 56 Main Wind Force Resisting System - Method 2 Figure 6 -10 (cont'd) I External Pressure Coefficients, GCpr 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. The 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 be1ow the pressures in zones designated with a "T" (IT, 2T, 3T, 4T) shall be 25% of the full design wind pressures (nines 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 Toad 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. 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 when negative in 7,onc 2, shall be applied in Zonc 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimension of the building parallel to'the direction of the MWFRS being designed or 2.51, whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GC 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 eave height shall be used for 0 < 10 °. 0: Angle of plane of roof from horizontal, in degrees. Transverses Direction Longitudinal Direction Torsional Load Cases ASCE 7 -02 gas A =455 sf g8 Su ' CES 2 4 !off e = 3O° �--- I Z c7 I 32 2' - 3 ' A = 23 psf 15 SURFACES 1 44 A =238 sf SURFACES 1 Ei.4 A = 500 sf 11 PROJECTED 14REAS FOR W/A/D O/J F . ELE AT /OV APPROX. MEAN rn OF ROOF 3 �1 232 52 � SLINFACES 2 *t 3 A = 334- sf 6=300 $URPA CES 1 04 A4243vC SURFACES 144 AT= 540 sf 15o PROJECTED AREA5 IV/ ND oiv REAR EC-El/0477O&/ APPROX. N2EAiV Ht of Roof r 3' SURFACES. 1 tt 4 As WALL - 95 74 189 SURFA •2 43 A=447 sf 69=30° S U RFAC45 144 A=540 9f 1 89 1--- -5(D PROJECTED AREAS FOR WINVD ant LEFT EL E VAT /Call 4PPR oX MEAN 1-1r. of ROOF -12 23' gi6Hr 18 207 SURFACES 2.#3 A-328sf O =3O° SURFACES 14 A =215 SURFACES 1 44 A= 530 sf 15 pjz OJf C rEO AREAS FOR MJ /A/D OA/ RIGHT" ELEVAT7OAI APPROX. MEAN HT: or ROOF op. DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE PAGE It 3.5 S. 1 #t4 St Tu k w/la GOA 5 Loma t d forces - ri^dnsvers Roof DiapA rya 9 y) Wi%.cl on front Elevation Woof: F = //. o (O. 2/ - 0.18)(455) f 1/.0 (O. 7 0.18)(334) = 2370 �/a1ls: F 1/. 6(o.s6-- 0. /f)(238)f /l. 0( 0 .3 7f 0 . /8)( 3410 To to 1 58odd Wind on Rear elevation Roof: F =//. O(0.21-0. /5'x334)1 11.0(0.11,3 (0.18)(455) 31100 4J '/ /5 : Fr =1/. 0(0.56 7 0.1(()(243) 4- 11.0(0.37 - -0.1 &)( 34)= 33 '/a ro Z`a ( 6650* 1t/1n on Rear elevator, coh zro /s Clpper Floor D /apA rayrn Level Wtn d on Fro n El ev &tio Roof: F;. _ /r.o(0.2/- 0.18)C5a) 20' Walls: F / 1.000.6'6 + o. ,$)(soo) -1- / 1. o (o. 3 7 4. o. /8)(540) _ 7310 Total • 7360# Acrd 7erow above 5& 00 4 13,160# Wind on Rear Elevation ioof: /4 0 (0.4.3 + O. ! 8)(5O) _ , 2 3 Pl'a / /S: / /. D(D.6 'f 11.0(0.37 0 ./8)(5 00 ) = 7420 Total 73100 Add Avyyl. ohotie C.05 1/ihd on Rear elevation eanttds 13910 DENNEY ENGINEERING, INC. 38809 191` Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Wind on R)91)t ,EleJvat/gym By Inspect /ow F,=-- 7520 4-1,9050 — 13,570# DATE ie /o7- PAGE it g3s i /48f4 St Tukw/%a, GOA 5tdhu. Hales Wind f=orces. -- Roof Z7«/0h raym Lev Wind co Let-t. Eleva fton Roof: _ /10(0.2/ - o./8)(447)-1- Ir.O(o.'314 o, «)(328) 2350 # l�t/a1Gs: F 140 ( It 6,/89096)i-160(0.37-1 = 2760 Tota / 5250 Wind on Rryti f El&vat e 1 Roof: F = /I.o(b.2 /- x.,8)(328)*- rl.0(0. 3,+- 0.t7)( 7)= 3110 L fi aifs: F /1.0(0,54 37+0.1f'Xf9 ') .= 2940 rota/ X0050 1/14 d an P; 9Gre el eva tr o-n c ors fro Js Uppe r f /oor via raym Level W,'1d on Left' E /evattan 14" /ls: F = //. © -t 0, / 5)(530) + 11.0 (0.37 f 0.18)(530) = 7520 Add from above 5250* 1r M cl on R; c ht e l eva e-lm con tro is �a l 12,770 DENNEY ENGINEERING, INC. DATE 0V30- PAGE 35.5. /OM St Tukw, /a, L&A, 5 tch u. 1-fo d» e s V= w Os= 5As Deese/ Loads. Roof 10_ psi lila/ /s_. psf 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Seisrnwc Force - X l /owa6le Sir -ess I)e47 Ref: .Z730 2006 Sect. /605.5.1 A-5CE 7 -02 Sect, 2. 4 / Mapper/ Spectral Accelere - 6;71 5 =1.50 F.g. /6/.5.1 5 = i S Site Class D = 1.00 Ta6le MI/5.1. 2 (I 5 = 0.100)(1. 56 = 1.50 E$, !6 5 .as = 2 /3 5 /43 ; 2 13 (1.50)= 400 E /6 -40 (,/se i4SCE 7 (4//ow S 6y r8C- 03 Sect. 16/44/ Exceptro vt 1) Se ism ic Ves19 C8te9ory D (45eE 7 Ta6 2, l a ) Sersrn2tc Base Shear 4$CE 7 -02 (Eg. I =l. R = l RI c; = 1.00 Q.lto7 (c )(1.00) Load Co'nbttiatron # 5 per 445CE 7-02 Sect, 2, ¢ / 6S D t 0.7E V o.7(0./67)W = 0.1 W Areas 2920 sf 75!o sf 950 sf 1680 sf 751e 5F c150 51 Roof Upper spry transt walls lr f! lon?i i 1/ Upper floor (incl. deck Main Szry trans ✓. wells /o n9/1 sf sf sf DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Seth rniC Forces - Transverse Roof Diaphragm Leve/ = 0. f / 7(!0)(2920 *?5(?) = 3470 # 2 DATE - PAGE I\ 1635 S. /OM St Tukta%, GOA, 5to/hu. Homes Upp Noor DeapArays. Level 3q 704- O. /17(lo)(!88'0-f- 150 +920) -- 7280 J, d controls era h sv'rse 5e/s' nrlc Forces -- Lorlitu.d6 ;a/ Roof Dlaphrarn Leve / F 0.!!7(!0)(2520 f 756) 3860 Upper Flew D/aphrayrn Leve/ F =3.? &PO f 0.1/70a)(08 1 G 1 = 10 !�j/in controls lonq'i'koi;ia/ t PPC2 !UPPER 5TOR Y SHEAR WALL PLAN w � /V0/1/7 ?/b'WH 7t',V1C0119fY07 A21O15 21.3c/d/7 C DENNEY ENGINEERING, INC. DATE (2- _ // PAGE /5 38809 191 ` Avc SE 35 S /OM 4 St Auburn, WA 98092 Phonc & Fax (253) 939 -1373 TU kw//a tOA 5tcIhu Names 1/PP4R STORY SHEAR WALLS WIND FORCE F 6550/4 _ /63g # DESIGNATION CI SEISMICGFoRCE = 397x14 = 993* LocA Lift &/et/attorz CUMULATIVE LEti1G 2.67 *'- 8.5 I F /3. 94 SHEARS WIND: Z-' /636 = /ig l /3.84 SEtsMIC: -v'_• = 7 2 1 /3. SY N / 5HEATN 5HEAR WALL bV _ CDX OR 3 �6 /I BLOCKED, 7 loci NAILS A►T iii O.C.' (AIL AT Go'' 0. C. AT PANEL EDGES AIJD •WALL -PIER /2" O.C. IN FIELD OF PANEL. O M // g(2.67)(9) = 2 $3Co i = /0( 6 9(2. ;7)J =266* Oar UPLIFT = 2 836 _ 216 _ 7 2.67 2 05E6 DIVE FACE, GA. x li" STAPt.Es BOUNDARIES, AND tJ 60 1.5E 5IMPsoN LSrA2¢ STRAP THE EACH SIDE OF 51-IEAR PANEL W7 18- /O ° d ..._ - MM(5_. T.RU& !STUDS ABOVE FLOOR ARO I hl RIM (.1015T (l$ -/0 ToTAL) DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 CUM ULATIVE LE iG-rH5 /2 *9.5 2/.5 SHEARS WIND : v /63 21.5 sEisMlc : - v - . 993 _ 440 #L 21. N I SKEATN 5HEAR WALL Wi 3/ i, CDX FLYWD OR BLOCKED, W f_ NAILS AT 6' O.C. OR /5 AT 6' O.C. AT PANEL EDGES AND WALL -PIER 12 0.C. IN FIELD OF PANEL. DATE 7/34/67-- PAGE J(' *334%5. /OM 5t Tu kuh%, 10A, 51 Haines !UPPER STORY SHEAR WALL5 WIN FORCE P 6 550/4=z/63g # DESIGNATION ® SEISMIC FORCE — 397O/4 = 99'3 # i LocA R /FA t elevation 058 OAJE FAG,, GA. x J/. STAPLES BOUNDARIES, AND 0 M„ = 7!0(9.5)(9) = 64198 17L /4 9(9.51] =950 ?JET UPLIFT - b4 950 - 2 9,5 2 NO Ao /do ums re 'c/ Sole / v late narl/n f ficieo t, � 9 is su DENNEY ENGINEERING, INC. DAT E J b PAGE 38809 191' Ave SE 1 5.. /OM St Auburn, WA 98092 Tu /<t ug /, VA Phonc & Fax (253) 939 -1373 / • 51dhu- Homes LIPPER STORY SHEAR WALLS MUD FORCE F= 653 - 0/2 = 3276 * DESIGNATION © SEISM[C = 3970/2 _ / 9 $5 # Local - 100 . /ri ter-i or way// "Op to 6elaw" CUMULATIVE LENGT1-15 /4 SHEARS ININ D : v 3275 _2 • / SEISMIC : v 195'5'. = /42 14 N = SHEATH SHEAR WALL I V , 3/4 " CDX &YWD:OR 3 /8 11 058 _ FACE, BLOCKED, V 7 6a/ N A-I L S AT 0. C.' OR /5 GA. x %2 STAPLES AT 4" O.C. AT PANEL EDGES AIJD • WALL -PIER BOUI.IDARIES, AID /2 O.C. IN FIELD OF PANEL. O Mar = 2340 4)(9) = 29, 48'0 = / /774 # /JET UM! FT = 298'/ _ 1774 /2 /q# /4 USE 51MPSON L 5TA24 5771AP TIE EACH 51DE OF SHEAR ..PANEL W7 /8 -- /OS WI L5 °IN<JRIMOSTU .ABOVE'AIJD. :BE LOW_ FLOOR AND 1.4 titM:ddOt5TC /g -. /0d lOYAL) 1 DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 Phone & Fax (253) 939 =1373 • DATE . 7 PAGE g N35 s /Of St Tuk /1a, GOA, Stc/hu Homes UPPER STORY SHEAR WALLS WIN FORCE t== 6O5 ( /1.5142} _ /657 DESIGNATION Q D SEISMIC FORCE = 38c?O ( " . ) = 1057 * LoCA Rear e/eva iom CUMULATIVE LtaGTF(5 5 f 9.5'x- lo 8.5'i -4'= 33` SHEARS WIND : /667 = 50 • 5EI50c : - v - = • /057 _ 3 it/ 33 / SHEATH 5HEAR WALL. btl l8 CDX PLYS/D OR 3 /8 l/ BLOCKED, f= NAILS AT O.C.' OR /5 AT Co if O. C. AT PANEL EDGES MD WALL -PIER _2 O.C. lhl FIELD OF PANEL. O Mor = 5060(0= ieoo *, PL = / ( =376 * 058 ONE PACE, GA. )C / STAIL.ES BOUNDARIES, AND ?JET UPLIFT = /Sao 376 = 262* • 4 2. M, holdout re 5Y. c� ,SOle /see 72a ;(�h is suff /c t, � � y DENNEY ENGINEERING, INC. DATE . 0%7- PAGE 19 38809 19I Avc SE 1163 S' /q3 j Auburn, WA 98092 Tu k wi /a GOJA Phone & Fax (253) 939 -1373 / • 5fel u - fod»es UPPER STORY SHEAR WALLS WIND FORCE F= 6050 (86'0'2) = 43 DESIGNATION O SEISMIC FORCE = 36'60( « ) =. 26103# LocA1 totJ Front e/e vattai CUMULATNE LENG f'¢ / 1 - 7 x'3.5 = ' SHEARS WINO: - v - - 43`/3 _ / 79 4` ' 24 SEISMIC: - u - =. 2 03 _ <14-1 2 N 2. SHEATH 5HEAR WALL ' 3 43 # CDX OR 3 � �� OSB D_ FACE, BLOCKED V 7 Cod NA-ILS AT de O. C. ' OR /5 GA. x 1 V " STAPLES AT ¢" 0.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2" O,C, IN FIELD OF PANEL. OVERTURNING M = / ?9(3.5)(9) = - - fo38 t� = /0( f- 9(3.5)] ,300 ?Jar UPLIFT - 538 _ 340 - 14ao 3.5 2 USE 5tMP5oN L STA3o 5174AP TIE EACH 51DE OF SHEAR PAh1EL W7 22- /QO' MAILS 1N TRIM STUDS ABOVE AIJD BELOW FLOOR AND Rtwt JOt3T(22-/0d TOTAL) os NV7d 77V/1/1 db' .3HHs A2/015' N1M Co. MAIN STORY SHEA R WALL. 1°L A 1V 9_� DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 CUMULATIVE LE .1GTHS 12.5' /L/0 + /7= 39.5 S HEARS WIND : 'U"; 3478 = 8'g </ 39.5 seismic: - 11 - = 1820 _ 46 # l , 3%5 DATE 7 PAGE 86`35 _5. 148i .st Tu kw . /a, GOA, 5 tdh u. /lames moo FORCE 7/0/4=3478' MAIN 5r SHEAR WALLS DESIGNATION © SEISMIC FORCE = 72 r /4 = /320 tea, -rloN Left elevation N l 5 7 3 SHEATH 5NEAR WALL 32 u ; CDX FLYWQ OR /1� u 056 OAIF FACE, BLOCKED, ' 8 NAILS AT 6" O. C.' o R « GA. x /h STAPLES AT 6" 0. C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AND I2 O.C. IN FIELD OF PANEL. • O Mor = 'S(/o)(9) = 79 2 0 '' • PL= 10 (0)Ed (J0) ,F-1 W1o) f 8(108= 2134 MET UPLIFT = 79W _ 2/34 = 275# /U0 net upit ft 16 2. Wi h 0 /do urns re 'mil DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 MA /a STORY SHEAR WALLS DESIGNATION O LockrtoN Ri & / YZ? 1 CUMULATIVE LE .1GTHs 26 / IL 7' f 7.5' = 39. 5 ' SHEARS wiN o : 3478 = gg 2 tl, 39.5 - �-^ I 8'26 _ 46 * X .31",5 SEISMIC: DATE 7 PAGE _Pi. 1'635 .5: /OM St Tukwila, IVA, 5 cIhu Homes moo poRCE F: /.3 = 3476 SEISMIC FORCE = 7280/4 = 1$20 # N 3 SHEATH SHEAR WALL. by .CDX . PLYWQ.OR 7 /Ca O58 ONE FACE, BLOCKED v 'd N A-I L S AT c " O.C. ' OR 15 GA. x /Y2 ° STAPLES AT (O I ' O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AIJD• /2 O.C. IN FIELD OF PANEL. OVERTURNING � N = eF(7)(9) =5644 ' /o (0)( (7)* /8(7) IL 5(7)1 z /354 * DIET UPLIFT = 554 _ /354 _ '/ ' (m h 0420 7 2. i)o hOk/OutiiS re .g'a/ •1 DENNEY ENGINEERING, INC. DATE o PAGE att 38809191' Ave SE i 5 5 /OM St Auburn, WA 98092 Tu k wi ./ GOA, Phone & Fax (253) 939 -1373 5 !dli u Homes MAIN STORY SHEAR WALLS WIND FORCE F= 43,WO/ 17-6 DESIGNATION O 5Et5MLC FORCE = 72 go/2=3640 LOCA Left wall of Gergye CUMULATIVE LE JG'TH5 / ' SHEARS WIND: -38,6 4X /8 sEtsnntc : v 361 - 2 /8 N 4 SHEATH 5HEAR WALL 7 '02 COX FLYWO OR g odE FACE BLOCKED 'Y gd NAILS AT 3 O.C." OR .t, GA. x "-' STAPLES AT " 0.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" O.C, IN FIELD OF PANEL. O / aPTURNING Myr = 3.86 (!8)(9) = 5076 (2/3)(6.06) /?(l8) i- 9(19)3 = 3'760 Oar UPLIFT = 5/ 5/c _ 39'60 - 8'82 A /' 2 g Use 5lMp5o1 P•1.1D42 HOLDOWIi EACH SIDE OF 5HEAR PANCL. W7 l(A - /od . / VA /LS IN DOUBLE TRIM STUDS AND IN RIM Jo sr • ( / (0- /6d TOTAL) DENNEY ENGINEERING, INC. 38809 191` Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 MAIN STORY SHEAR WALLS DESIGNATION O LOCA / ea r PiPI/Rt on CUMULATIVE LEaGTH5 (0' f /0 = /6 SHEARS WIND : Z!'= /050 — !03 #% SEISMIC : 1P= P/ — 53 #V /JET UPLIFT = 55"!02 _ /36 _ 247 it 6 OVERTURNING #� Mar = /03(6)(59= 55(02 tiL = 16( (6) + 2(10)3= 1360 DATE PAGE '16'3.4 5 1487 St Tuku.h%, GOA, 5to Homes W roRCE F=. 13,570(6/49.33) - /Co 50'" & SEISMIC FORC (e /49:3 3 )= N4 14 3 5HEATH 5HEAR WALL /- `� CDX PLYWQ OR � l1 E 055 OL/E FACE BLOCKED v7 8d N M Ls AT 4" O.C. ' OR 15 GA. X )V2 l/ STAPLES AT 6" 0.C. AT PANEL EDGES AND WALL -PIER 150UNDARtEs, AND /2 O.C. IN FIELD OF PANEL. N g USE 5u1AP50N PA H042 HOI.DOWN EACI.1 5t DE OF 5HEAR PA(4 L Wj loo -16d ,j ,,.S fN I7OUQLE TRIM STUDS AND 114 RIM JOlsT • 16 -1104 TOTAL) DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 MA IW sroRY SHEAR WALLS p1=5IGNATION O LOC,A 1?ear of Gi9r8ye, CUMULATIVE LEt 11 � f 25 = 3& SHEARS WINO: 'U 11,919 - 331 3!0 SEISMIC : "U (009( - /d i 34 OVERTURNING Mor = 33/(/1)(9) .32,769 *. bL = /00/3)(6004-/21;75+100]=:/171640# /JET UPLIFT = 3 _ 1466 = 2246#' 11 2. DATE *- PAGE �..., _ /OM St Tukith%, OA, 5401.1. Homes WIND FORCE r = / 57O(43.33 /49.33) =/l 91? SEISMIC FORCE = 6`140( 11 )`•Q6 5 � // N 1 5 SHEATH 5HEAR WALL '7 / < CDX FLYwo. OR 70 OsB © FACE, BLOCK ED ' ed NAILS AT . 4" O.C. ' OR 15 GA. x 1/2 STAPLES AT 3 0.C. AT PANEL EDGES AND WALL-PIER BOUNDARIES, AND 12" O.C. I1J FIELD OF PANEL. N 9 USE 5(mrsow HP AA/Dn. HOLDOWI.1 EACH SIDE of SHEAR PANC-L w7 2 3 - 1Cod .M4 LS IN IOURLE 'RIM STUDS AND IN RIM JOIST • 234M'd TOTAL) (6-7Ve,S 94 4 QJa) • /471c4or Z3o /ts r She 1r G/lameter Shear G''a ci4''/ in 2x pi cto/si // =-4/454 J (See rayes t'iru ?aGny 5= /145x iota/ wall length gross.she.ge force >k lac/Ito/trig /engb s abic/er win c/ows Sear Wall P 5= ti445 C4g3 5 ) _ /!o. 24` Llse 6/-0 o.c. 3478' 6 5 /145(4 .5) -, /5: We 6/-0/i 0. c. . 3 +7 11 5= //43 = 2.q6 Use 3L D" o. c. (0955 1 S= INC 46 =32.5' dye 6 1-04 o. c. 50 _ ,in 5- 1/45(3!x) ^3 Use 3'0''0. c / 11,91? N 10 'INSTALL 5/811 DIA. x _ /0" ANGNON• I30LT5 EMBEDMENT AT 6L0011 MAXIMUM O.c. INSTALL WITH SIMPSON ep578 -2 13EAR1NG•PLATE. WIASHER. WAS U R DIMENSIONS 2 X 2" x 3 1'6 4/ . N rl DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 'INSTALL 5 /g " DIA. X 10" EMt3EDM .NT AT 31 - O " MAXIMUM o.c. INSTALL WI'I"M 51MP5ON BP 5 X5 1- 2 BEARING /, ... - . . ..... • • 1 DATE 77 PAGE __n__ ' 1 .S. 148t4 st Tu/<w /fa, Stelhu. Homes wy 7" MINIMUM AN 130LT5 v�2 7 MINIMUM PLATE-. WASHER. N 11 DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Roof D/ p/rc 1 7a hsverse .Sf ear Gon9itt444hal scar = C/6e /4/X 6550 /2 •10.5 6050/2 52.F3 DATE d PAGE 7-7u • .16:35 <5: 14814 St kcu/%, LOA, 5 tdh u. 11 s = /41 = 57 */ N /2 ROOF plaPtIRAGM USE 15 CDX PW OR 7 /k, 0613, UN1 LOCKeb, 14 7 3 !4A(LS AT " � k � O . C . OR _ /5 GA. x /1/2 STAPLE 5 AT 0.c. AT PANEL EbGES AND DIAPNRAAM 13OLINDAR1E5 At-ID 12" O.C. IN FIELD. DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE / PAGE _ *35 5. 14814 �t Tukuw/% 1,004, Stv�h Homes Floor 17/4A ray rn T vn svetse Gl/ /hd F 7360/2 =3(80 Lon7itadina/ Uhnc/ Ft= 7520 3760 MaXI;nani tr 3 7(04/20 - 18 8' Use shear t/a(aes 7 / %2 11 Structural > lywood 7nu /,e ltl d (Sy D. 82 cor u,5e w /tai 6 p 3 wood J oist5. � ' 1'er» -- die 4 r awe plywood hod nciils at ''o.c. @ pane/ edge Shear allowa6le fier 18C-2003 rable 2306.4.1 =320 (. ?3)= 29g'l cc CFoofhot`e a. Cl e Capac; ty of PAP 4oce y/« e = 50 psi" cha. bead slvre ads to 3 /4" L/se (2)- Y!' beads panel ec/yes. 1Vt2/6 1675)-4, 5" - hear capacity = 5"O ('1. X!2) = 94O' 7 ota/ capaci y of 9 /cce naia:19 = 700 7 2 - //102 *% 1162. > ! g$ /, Ott N 13 FLOOR . DIAPHRAGM u5E 3 /4 11 . r 4 G PLYWOOD, , UN 6LOCkED, /rod ILs a 6 O. c, AT PANEL EDGES `AND IO" O.C. IN FIELD. GLUE WITH DAP4000 GLUE WITH 42)- %4- DIA. 13E-ADS AT PANEL EDGE5 AND (1) -W OIA. x•12« BEAD AT 24" O. C. IN FIELD. 4 .. DENNEY ENGINEERING, INC. DATE 7 PAGE 30 38809 191 Avc SC - 4.63,5 5, / st Auburn, WA 98092 Phonc & Fax (253) 939 -1373 �!'l"��L�li/°? WA 5,8x10 GLB ( -3 AV BOLTS 7NRU A< .DETAIL 4a-167d }MILS EACH 5IDE STITCH NAIL 4 I2 -1&I 0 12" 0.c. A < I 71414 FNR4u.AM Bars E.ACN SIDE SI MPSON CCT 718 -8 ( )- BOLTS 1 - M[�!, 2 -2x4 STUDS UNDER BEAM ; 1 7 &Oof LOads DL psf ps f 9.00 psf psf Mk) psf 1.50 p si' -- psf / 450 psf 2.50 psf /.S p3f /7.00 psf 25.00 psf 42.00 psf DL LL JLf LL DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 • ' Phone & Fax (253) 939 -1373' Cornpos; tra Roo fih5 ,Shake I?ooflag Concrete Me ADa/n5 5Gleet ta/ Rooyh y 56 , j» Jhea/?Is1g Plywood Sheathing 77' en Deciclny 71-asses or Rafters 6W cc/xr7 Sheatkel Insulatio n Misc. DATE. PAGE , _. _ 46435 - s. /4WWSt, DENNEY ENGINEERING, INC. 38809 191' Avc SE 2.74/ Spry door Loads D4 2.04 . psi 22 = frsf psf psf psf 450 ?sf psi 1.50 2.0 aL /0.00 rs f' LL 410.04• p s e Ti 50.40 /)s' • 4 o, z 5z5nry floor. Loads. 2.50 psf 2 "sf /os 4 . 5 ' 0 psf psf psf 450 psf psf DL S. 00 rsf LL. 410:©4 ° ,sf Tz. 48.00. p$C Auburn, WA 98092 Phonc & Fax (253) 939 -1373 ru-kzalle k/A Frarn,r19 44e a tz17.r; 9 l�n0/eday 'molt Carpet ate/5 egi //.7 5aipe - d.:79 Celli??? /1/fe 1 t. ° DATE 4 0 PAGE1.a ? 4635' S. /e St, &rarni;;9 .54eaei.,; 1.47cieeloor lnfula62 vj Car / pet cWl3 e&/ /// 9 (Na 6') seed /;7y Ce: / •%� 7 (No bagel-li e:41 e DENNEY ENGINEERING, INC... DATE o PA G E,3_3 38809 191" Avc SE 4435' 5. /4y st, Auburn, WA 98092 Phone & Fax (253) 939 -1373 Tt,�kw /VA 8eanrs /l/eader /Ylk. 451 Descr: C.araye a`oor 4 J ir / ° door .5oan /_ Canti lever(s) Le { t____ Rt. E.se. Bm. z?Jt 15_ 4aodi : GM /corm corm : Roof 4' Floor 2/ Wall Tilar, alert Roof Partra /: From 14 6rm 4 - /7(4) 4. /6(2 ) /5-- 103* ALL= g5(4) i-40(z) 180V/ Trranya /ar 4 GULL' ParLia/ �bG WLL 8 '/ender Selection (x /0 AL /Ylk. 32 Descr: Cara ye 40(oor head&r 8 door 5/ an V C'aner%ver(s) Left Re. Ere Bm. left /O WAYM : an /Corm Form : Rod' Floor • ' �ll8l/ Trran9u far Roof Part/a/ : From To lln. fi'r'e .4 103'x/ �Iar y /a r IIJOL Pareia/ wbG = A LL - ' 8edr-/f/e00%r Se /ec tion G x8 bF #1 • 3 Job Name: SisWQ kici'MgS, 4 5• Rasa 94 Beam Mrk: B1 5.5 x 9.5 2.311 kips 2.311 kips 1 1 i< >; Span(ft)= 16.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 103 psf Live Load = 180 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1350 2. Allowable Shear, psi: Fv = 170 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 = 5.5 BEAM SIZE : 5.5 x 9.5 Bending stress: +M fb = 1368 psi for +M = 9.43 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 63 psi for V = 2.2 kips Dead Load Deflection = .262 in Live Load Deflection = .458 in = L/ 427 D +L Load Deflection = .72 in = L/ 272 Allowable bending stress: for +M: F'b = 1350 psi for -M: F'b = 1350 psi • • t Job Name: £iDWN MMES/ �- L Beam Mrk: B2 5.5 x 5.5 1.179 kips 1.179 kips i< >i Span(ft)= 8.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 103 psf Live Load = 180 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1350 2. Allowable Shear, psi: Fv = 170 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 = 5.5 5 BEAM SIZE : 5.5 x 5.5 Bending stress: +M fb = 1062 psi for +M = 2.45 k - ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 53 psi for V = 1.06 kips Dead Load Deflection = .091 in Live Load Deflection = .16 in = L/ 625 D +L Load Deflection = .251 in = L/ 397 Allowable bending stress: for +M: F'b = 1350 psi for -M: F'b = 1350 psi DENNEY ENGINEERING, INC. DATE PA G E � 38809 191" Avc SE 4635 5. /4P7 St, Auburn, WA 98092 Phone & Fax (253) 939 -1373 71'1'kw ik7 �A Beam s/ 4eac/er /Ylk. 83 Descr: Dearn over Garage cart �ht 40an 8' C'ahtr%ver(s) Left y # 71V. WAWA : : L/» ;Form l�?omf 2 ` Est; gym. !!Jt �D Floor 2 fj // /2- 777anga lar 1 /: From ?o anf6rrn iq = /7(2)4 16(2) -f /002)1 24 l�l�* /' w L 25(Z) IL 4'i ('2) = 130 4 / Tianyu/ar a wiz Pare/.7/ A LL ° Sean- ///eao'er ..Se %c Lion 5l et/4A 6424F-114 Job Name: S /LW( 4/001 Beam Mrk: B3 2.916 kips 5.125 x 10.5 :< Span(ft)= 18 ,� Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 194 psf Live Load = 130 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 2.916 kips 1 BEAM SIZE : 5.125 x 10.5 Bending stress: +M fb = 1672 psi for +M = 13.12 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 77 psi for V = 2.77 kips Dead Load Deflection = .515 in Live Load Deflection = .345 in = L/ 626 D +L Load Deflection = .86 in = L/ 251 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi ` • DENNEY ENGINEERING, INC. DATE 3° PAGE 4 38809191`` Avc SE 4635 5. /4/4 $t Auburn, WA 98092 7 -��� a/ / WA • Phone & Fax (253) 939 -1373 Bearr7s /6%'ao/e rs NA. B4 Descr: Beam dyer c era9e carrying /314, ,93 S /6.6' Canti /ever(s) Left Rt. Est. em. &Jt 26- ' 7;4 . 4'/d44: L/n /Corm : Roof /1" Floor /4' waft 9 " 77i lar : Partial: From 70 Cfnfor �V - /17(//) /6 04)1t /406)7 # ' 0 2,5 (10+ 4404)=-. 8:35 LG T1ar1a /a Parties $ecZrn//1eadar Seilect7b .5% x /6/2 6-L2# - V4 Job Name: /DAN _���''G Beam Mrk: B4 7 x 13.5 10.535 kips 10.535 kips i< >i Span(ft)= 16.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 442 psf Live Load = 835 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2900 2. Allowable Shear, psi: Fv = 290 3. Mod of Elasticity, psi: E = 2000000 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 = 7 BEAM SIZE : 7 x 13.5 Bending stress: +M fb = 2453 psi for +M = 43.46 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 151 psi for V = 9.48 kips Dead Load Deflection = .257 in Live Load Deflection = .485 in = L/ 408 D +L Load Deflection = .742 in = L/ 266 Allowable bending stress: for +M: F'b = 2862 psi for -M: F'b = 2862 psi September 26, 2007 Gary Singh 4224 S 148 St Tukwila WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -325 Sidhu Homes — 4635 S 148 St Dear Mr. Singh, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have included comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, encl File No. D07 -325 City of Tukwila h shall ician P:\Permit Centet\Cor ection Letters\2007\D07 -325 Correction Ltr #1.DOC wer Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: September 24, 2007 Project Name: Singh Residence Permit #: D07 -325 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please identify the location for the crawl space access. 2. The site plan shows a filtration system pit where downspouts, surface runoff and footing drains converge and empty into the same pit The location for the pit is at a point that is up hill of the residence and appears too high for footing drains. Please redesign the footing drain discharge system to show footing drains separate from the filtration pit shown. The filtration system shall be at an elevation lower than the footing drains; potentially to the rear of the property. The intent is that groundwater will not accumulate in the crawl space. (IRC R405.1, R408.6) 3. Clearances for maintenance and replacement around appliances to elements of permanent construction, including other installed equipment and appliances, shall be sufficient to allow inspection, service, repair or replacement without removing such elements of permanent construction. Central furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the fumace. Fumaces having a firebox open to the atmosphere shall have at least 6 inches working space along the front combustion chamber side. Combustion air openings at the rear or side of the compartment shall comply with mechanical room requirements. Revise plan and provide notes to show mechanical equipment room shall meet requirements for access and combustion air. (2006 IMC 306.1, 306.1.1 & 701.2) Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. September 12, 2007 Gary Singh 4224 S 148 St Tukwila WA 98168 Department of Community Development Steve Lancaster, Director Dear Mr. Singh: City of Tukwila RE: Letter of Incomplete Application # 1 Development Permit Application D07 -325 Singh Residence - 4635 S 148 St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 27, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments needs to be addressed: Fire Department: Alan Metzler, at 206 575 -4407, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throufh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ?D' 39-32 rIA/1• Bill Rambo Permit Technician Enclosures File: D07 -325 P:\Permit Center\Incomplete Letters\2007\D07 -325 Incomplete Ltr #1.DOC wer 1) Provide water availability statement from Water District #125 Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 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 51. 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. i BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME S I'bi V Home , !NG t . ) PERMIT # 2>o, -32S 41.3.5 S. If you do not provide contractor bids or a e e r estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: so B. 2.5% of first $100,000 of A. J 3? — 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) $ 137 S (4) 5. Enter total excavation volume cubic yards Enter total fill volume SO cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. a oa 7560/1,5e0 ;co ea GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3a7 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 $250 (1) $ (5) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for l 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for ls 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) 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 $ /31 — (6) 5 $ ZS (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 10. ADDITIONAL FEES A. B. C. D. E. F. G. Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) Ryan Hill Water (Ordinance 1777) Special Connection (TMC Title 14) Duwamish Transportation Mitigation Other Fees (1Mlc Cor-ic✓Rg s y TEST r66) Approved 09.25.02 Last Revised Jan. 2006 Total A through E $ /OM $ �3oa Total A through G 0.75" 2.5" $300 $1,000 Temporary Meter 3 $ ( $ f 313 88 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 11414- 88 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. ACTIVITY NUMBER: D07 -325 DATE: 09 -27 -07 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4635 S 148 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: O Y 01 Builds g Di ision Public Works n Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU r NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator ❑ n DUE DATE: 10-02-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 10-30-07 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -325 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4635 S 148 ST Original Plan Submittal Response to Correction Letter # DATE: 09 -17 -07 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS Build g D vision NIM Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1t Incomplete Comments: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP 401 y 5'' I ENV C' Fire Prevention Structural Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Permit Coordinator DUE DATE: 09-18-07 Not Applicable ❑ No further Review Required DATE: REVIEWER'S INITIALS: DATE: Planning Division Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg '1 Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-16-07 Approved with Conditions❑ Not Approved (attach comments) Documents/routing slip.doc 2 -28-02 Please Route DEPARTMENTS: Building Division Public Works Complete PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07 -325 DATE: 08 -27 -07 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4635 S 148 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: �►I Ckfitia Fire Prevention Structural Incomplete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Af 83© Planning Division Permit Coordinator 10Q DUE DATE: 08 -30 -07 Not Applicable Comments: Permit Center Use Only (y INCOMPLETE LETTER MAILED: -! — (d` l -" 1 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ffi Ping ❑ PW ❑ Staff Initials: ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09 -27 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 09- Z7 -'07 12:49 FROM- publicworks /dcd Entered in Permits Plus on 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.tulBvila.wa.us VISION EUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: a9I -D Plan Check/Permit Number: D07 -325 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Singh Residence Project Address: 4635 S 148 St Contact Person: Summary of Revision: C cry v cki i' OA `h�. a �2 . s Y Y`e ✓i s-ed , P 4, \appliCatiOns Cations on line\revision submittal Created: 8.13-2004 Revised: Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev lion R eived at the City of Tukwila Permit Center by: /../ g 2064313665 T -294 P004/004 F -045 Phone Number: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA SEP 2 7 2007 corrs't_i c.13 Sheet Number(s): a� City of Tukwila Project Name: Singh Residence Project Address: 4635 S 148 St Contact Person: Gary Singh Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0V/000 7 Plan Check/Permit Number: D07-325 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner S mmary of Revision: "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: EM Steven M. Mullet, Mayor Steve Lancaster, Director C RYRECENED OFrU 'SEP 172007, P ERMIT - c 1 Phone Number: 206, - 2 % ! r` ` oD /“4 . . x Uwher ire #or�nation F . , , . . , �. x.� y � r.. , en ot1t81rt Pei`46 r r t , 4 7' f � ' ;A� ,. ��1C r .... �� w%� � f y , � £ Name: �-- Name: Address: y& 3s S t��s Address: 1-. /22-V s /�J � Phone 206 - 2tAcx —11 O 0 Phone: '2,36 , 2- 4 x' v t) ***ate d by 'pplioa Site address (attach map and legal description showing hydrant location and size of main): This certificate is for the purposes of: IN Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): 1 (. s/ ' k 7 /4 ) Vehicular distance from nearest hydrant to the closest point of structure is 90 ft. Area is served by (Water Utility District): j'il/' %,' Dio# � Owner /Agent ignature a B. T CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 be completed.by lager utihty d tact; 1. The propoj d project is within ❑ Preliminary Plat l �-j' u) (� I hereby certify that the above information is true and correct. CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: ❑ Short Subdivision ❑ Other 6 111- - 1 0 1 — Date 5. Water availability: Er Acceptable service can be provided to this project O 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. �C u94-rr/ZD:s 125 Agent Phone D 6 3 5 47 This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16-03 CITY OF TUKWILA SEP 17 2007 PERMIT CENTER (City /County) 2. L[ No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1' to 9A gpm at 20 psi residual for a duration of 2 hours at a velocity of by fps as documented by the attached calculations. INCOMPLETE LTR# 9-17-07 Date Ely s' 4- - f7 -L'$ Attachment 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 Tukwila ( "City"). 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, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or govemmental 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 application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature Date 9 1 1' District Representative ► te; ,t�t _ P �� �,� Date 9 -I 7-6 Part A: (To Be. Completed by Applicant) Purpose of Certificate: . Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: a Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: S01-iu -1 -NAtlhQ S. .. Phone: 2-v(0' u1''19 d0 // Property Address or Approximate Location: �G3 S S , Tax Lot Number: bOt f 2 000/' 3 (' 4 Legal Description(Attach Map and Legal Description if necessary): 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 ® 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 * (3) other (describe): fika/ co ryoIe 'hoti of Q ci♦e ve Ice r$ eAi vg IIay 2. (Must be completed if 1.b above is checked) 51 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. 0 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. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $5195.65 /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: ❑ Required ❑ May be Required c. Other: Cho ryas + be 4C voifrze,o/ ufon co.pde co AUG 27200 f ERMI i 1_ 1 E By .1' , vii- i' ∎l'/ /.-6∎r(1 i_..F Residential: $50 Title 14816 Mil' ry Road South P.O. Box5550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 6/m_ ,5 CERTIFICATE OF. SEWER AVAILABILITY /NON- AVAILABILITY Commercial: $100 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 from t date of signatur Date a Wg s l o7 . bO- ft ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY 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 purpose 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 otherwise. 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 the 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 of Sewer Availability /Non - Availability and this Attachment, and fiilly understand the terms and conditions herein. Applicant's Signature Date License Information License SIDHUHI980NO Licensee Name SIDHU HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602228341 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 4224 S 148TH ST Address 2 City TUKWILA County KING State WA Zip 98118 Phone 2062441900 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/20/2002 Expiration Date 8/30/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SF7678 09/01/2004 Until Cancelled $12,000.00 08/30/2004 #1 CBIC SF7678 09/01/2004 Until Cancelled $12,000.00 08/30/2004 Business Owner Information Name Role Effective Date Expiration Date SINGH, GURDIP PRESIDENT 08/20/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SIDHUHI980NO 10/04/2007 J1 D EX P I SHEAR WALL SChED., LATERAL I`ORCE CALC., ETC. P2 ELEVATIONS P3 _ MAIN FLOOR PLAN P4 TOP FLOOR PLAN P5 CRAWL SPACE a f~OUNDATIOU PLAU P6 SITE PLAN P7 CROSS SECTION DETAIL P8 STRUCTURAL $ GE \IERAL SPECS. /WINDOW SCHEDULE P9 STRUCTURAL * GENERAL MOTES P I 0 STRUCTURAL $ GENERAL NOTES DENNEY ENGINEERING, INC: 38809 191' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 . 5, 10 GLB SO LTS THRU 7 K 14 - FNR■L.4M )- 3, "S I~3OLT - S EACH SIDE SI MPSOKI CCT Ifs -8 1 DATE 6/3/616 PAGE 52 - 4-6 xx S. / 4W% 5t, ricktaili5, W,a DE L A < RAILS EACH 510E STITCH NAIL "72-1(444 e 12`r 3 <S TkRU A -- A M(I1. 2—'2x4 STUDS UNDER BEAM SIMPSON .LSTA24 ZIPPER 57 SHEAR WALL AND HOLDoIV PL AAJ SMN L.STA30 r r _ _ _ . REVISIONS No changes shall be made to the scope of work without prior approval of i s Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SI 1..5TA3O 1! M SIMPSON LSTA2.4 5IME50N LS A30 fo MBA / ! 5 To R Y SHEAR WALL PLAN 141\LP "j • A/ .ST i Y SHEAR LL A/ VD HOL Da r PLA AI Date: \t, D a cf Tukwila BUILDING DIVISION Permit No. �� gar, review , .^f i� `_� ^- to ero aria! s k prrev c.` c- : : -�.� ..:nt 3 dor rtiS not a1Jt 1 ( G1' the °c'-.': • r � cr c;dinen . Retell © p aCkfla �1edRe n a 3� 3/ ��G 51- E4r, WALL MK. 5HEA LBs SHEATH 1NG 'EXTERIOR FACE, SHVG* T1-10,15. PLY- Os B GuWWB Waa !NJ. OS1 I t�l. GWB l N. 6d. &ai a d 1111111H 1111 6 4 6 5PCG FI I N. II El MR MOM 1111111111111 6 la El 1111 11111 4 IMEMICIM 6 EMIR EOLE RATE NAIL. 5PCG IGd I N.. 16, , 1 6 ! Co " 1 6. u OTES GEN- ERAL N4 N6 6 VG IICo A'lcH . EJLTS N 1Q J1O 1 II , JTERfoR FACE 5 H TG TH M45. -A ST(* N E RS S STAPLE 5 PCG IM FIELD Iz 12. 12 SHEAR WALL SCHEDULE LATERAL FORCE VOTES SHEAR WALL CONSTRUCTION Ni _ SHEATH SHEAR WALL W /3/8" CDX PLYWD OR 3/8" OSB, ONE FACE, BLOCKED, W /'6d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O,C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" O.C, IN FIELD OF PANEL. 'V_2 SHEATH ,SHEAR WALL W/3/8" CDX PLYWD OR 3/8" OSB, ONE FACE, BLOCKED, W /6d NAILS AT 4" O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" 0,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 /Bd NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" 0.C. AT PANEL EDGES AND WALL - PIER BOUNDARIES, AND 12" O.C. IN FIELP OF PANEL. N_4 SHEATH ;HEAR WALL W/1 5/32" CDX PLYWD OR 7/16" OSB, ONE FACE BLOCKED. W /Bd NAILS AT 3" O.C. AT PANEL EDGES AND WALL - PIER BOUNDARIES, AND 1 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 3" O.C. 4T PANEL EDGES AND WALL - PIER BOUNDARIES, AND 12" O.C. IN FIELC OF PANEL. HDLDOWNS AND AN HOF BOLTS N - 6 USE SIMPSON LSTA24 STRAP TIE EACH SIDE OF SHEAR PANEL W/18 -10d NAILS IN TRIM STUD ABOVE AND BELOW FLOOR AND IN RIM JOIST (18 -10d "OTAL). N_7 USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL W /22 -10d NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST 22 - 10d T(HTAL). N__8 USE SIMPSON PAHD42 HOLDOWN EACH SIDE OF SHEAR PANEL W/16 -16d NAILS IN DOUBLE TRIM STUDS AND IN RIM JOIST (16 -16d TOTAL). N8 USE SIMPf. ON HPAHD22 HOLDOWN EACH SIDE OF SHEAR PANEL W/23-16d NAILS IN DOUBLE TRIM STUDS AND IN RIM JOIST (23-16d TOTAL). N_10 INSTALL E /8" 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" X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT 3 ' - ,0" MAXIMUM O.C. INSTALL WITH SIMPSON BP 5/8 -2 SEARING PLATE WAS -IER, WASHER DIMENSIONS 2" X 2" X 3/16 ". HORIZONTAL DIAPH,2AGMS N_12 ROOF DIAP IRAGM USE. 15/32 CDX PLYWD OR 7/16" OSB, UNBLOCKED, W /8d NAILS AT 6" O.C, OR 1z, GA. X 1 1/2" STAPLES AT 6" O.C. AT PANEL EDGES AND DIAPHRAGM BOUNDARIES AND 12" O.C. IN FIELD. N_13 FLOOR DIAPHRAGM USE 3/4" &'G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6" O.C. AT PANEL EDGES AND 10" O.C.. IN FIELD. GLUE WITH DAP 4000 GLUE WITH (2) - DIA. BEADS AT PANEL EDGES AND (1) DIA. X 12" BEAD AT 21." O.C. IN FIELD. SEPARATE PERMIT REQUIRED FOFL • rectrical 'Gas PiPing City of Tukwila BUILDING DIVISION [ll'o J- -1 -- oS' ! a7 - I EVE : CO'1 gip 'ID0T 32S 6 c- t Av01i r4, ' AUG 2 7 ZU 17 PrH -: , t.,,N 1 gy C-R u 'k.. .d1 ■111111I■111■I■11!1 I Ili 11111111111 1 11 1 1 ii 11 11 II 11 1 1 II 11 1 1 I1 11 1 1 . STUCCO 42" MINIMUM GUARDRAILS, TYP. P.EL. E.LL.= 285.45' 12 12 6 SIDING 20 'P.PL.= 288.82 12 = 286.00' _ -- __ ---- __-- ___ - - ------ FRONT ELEVATION 20 J L Uu 11 I 1 1 1 1 1 1 1 1 1 1 I 1 1 I Hi 1 ! ! 1 I I 1 1 1 1 1 1 I I I I 11 ' H i I I I I 1 1 1 1 1 1 1 1 II II 1I 11 1 1 11 11 1 20 S.G. 51DING 42 I I II REAR ELEVATION 11 Cb L 1J 11 .30 20 12 I2 I1 Ili 1 1I 1) 1 1 1 P.EL. =287 ____--- _ __�.�L X285 TOP OF PLATE= 308.90 12 TOP PLOOR= 299.84' 6 L.EL.= 289.65' P.L.= 288.00' O O MAIN FLOOR = 289.94' 12 12 N P.EL.= 287.07' P.PL.= 285.27 vr A ■I ■111 ■I ■111 ■I ■111 ■I ■1■1■I•■1 ■I .41 Ji /1■1■I ,41 IIII.. _AA .4 J'. d 1h. E.EL.= 289.65' P.L.= 288.OQ' 11111111111111 L 1 SIDING J II I III I It rr L 1111 1 111 1 42" MINIMUM GUARDRAILS, PI'. 12 LEFT ELEVATION TILE ROOF 1 1 1 1 1 1 I I ! I I I I I I I I I 1 1 1 1 1 1 11 ILI1 II 11 20 RIGHT ELEVATION 20 SIDING 11 11 11 oci 12 II II 1111 11 1I•'1 E.EL.= 289.63' P.LL.= 288.82 F,EVIE\NED F07, p p ?RO . P.PL.= 286.00' E.EL.= 285.45' TILE R00F §15111 ■I 111 ■I ■111 ■I ■111 ■I ■111 ■I I 1� 1■. �. ■mom 1._ 51DING 1 1 1 I 1 1 1 1 1 1 111111 1 1 1 1 I 1 1 1 1 I I I I I I L I I I I I I I I 11 H I I H I I I 1 SIDING z z . • ,47) TITLE PROPOSED RESIDENCE FOK SIDHU HOMES INC. LOT 1 -D, 4635 SO. 148T1 ST. TUKWILA, WA. DWN: SCALE: DATE: CHKD: PHONE: hB I /4 " -1' AUG. 21 , 2007 (206) 244 -1900 DRAWING NO DD07 -420 I -P2 DENNEY ENGINEERING AUBURN, WA. 253.939.1 373 AUG 2 7 ZUO7 r:. r L 8 1 1" I 6' C-1.('4'.') gCfVetell JdC 5f I G DINING 14' CEILING LIVING 14 CEILING 1 G 2"x10‘@ 1 GRO.C. ISLAND KITCHEN 8'x$' INCL ARCH 4to 2XG'8" -4(-1 1 )- 5MOKE ALARM 1 4'-8? 8 1 a-31 350 36• MINIMUM HANDRAILS TYP. FOYER WALL GIRDER 2- I 0 Dr12 3 G INCL ARCH ABOVE DOOR ENTRANCE 2-2"X10' TEINEREIBIE M• UMW, 31b1P 91 H 20 7' FAMILY RM. 57-10" 57-10 I 0 10 r ARCI-IWAY 3-2"x 1 0" 5C LID CORE WEATHERSTRIP SE f CLOSER MAIN FLOOR SCALE: WALL GIRDER MAIN FLOOR AREA=1992 5Q.FT. GARAGE AREA=G93 SQ.FT. TOTAL MAIN L. AREA=2G65 SQ.fT. LAUNDRY ro.,. 8 1 g 0 0 la I ■=x 7 1 I " .8.9X5 5n.e. F3 (7) 3 CAR. GARAGE I GX8' GARAGE DOOR Vim=====egiFSFilies==amaimMasacsNgEpw=u=RiMlal iliEMMEEINNIEN 2-2"X I 2" 3Z I 6' GUEST ROOM V- 1' 1 0 Fiz• •(0 W.I.C. 5 5 C.BAT e, 1101 GARAGE DOOR moommmmNe21 r L 2"x 1 a® 1 C a T.0 ClJ LEGEND: -€13f -50 CFM EX. FAN -SMOKE ALARM -FLOOR DRAIN RECEIVED CITY OF TUKWILA SEP 27 2007 PERMIT CENTER CORRECTION LTR# A * VI/ ihi ..■."• 41 0J- 1 "' _.■■•■ TITLE PROPOSED RESIDENCE FOR 5IDHU HOMES INC. LOT 1-D, 4G35 SO. I 48TH ST. TUKWILA, WA. DWN: HE3 SCALE: 1 /4"- 1' DATE: AUG. 2 I , 2007 CHKD: PHONE: (20G) 244- 1 900 DRAWING NO. DDO7-420 3 L ■, r L 8 1 1" I 6' C-1.('4'.') gCfVetell JdC 5f I G DINING 14' CEILING LIVING 14 CEILING 1 G 2"x10‘@ 1 GRO.C. ISLAND KITCHEN 8'x$' INCL ARCH 4to 2XG'8" -4(-1 1 )- 5MOKE ALARM 1 4'-8? 8 1 a-31 350 36• MINIMUM HANDRAILS TYP. FOYER WALL GIRDER 2- I 0 Dr12 3 G INCL ARCH ABOVE DOOR ENTRANCE 2-2"X10' TEINEREIBIE M• UMW, 31b1P 91 H 20 7' FAMILY RM. 57-10" 57-10 I 0 10 r ARCI-IWAY 3-2"x 1 0" 5C LID CORE WEATHERSTRIP SE f CLOSER MAIN FLOOR SCALE: WALL GIRDER MAIN FLOOR AREA=1992 5Q.FT. GARAGE AREA=G93 SQ.FT. TOTAL MAIN L. AREA=2G65 SQ.fT. LAUNDRY ro.,. 8 1 g 0 0 la I ■=x 7 1 I " .8.9X5 5n.e. F3 (7) 3 CAR. GARAGE I GX8' GARAGE DOOR Vim=====egiFSFilies==amaimMasacsNgEpw=u=RiMlal iliEMMEEINNIEN 2-2"X I 2" 3Z I 6' GUEST ROOM V- 1' 1 0 Fiz• •(0 W.I.C. 5 5 C.BAT e, 1101 GARAGE DOOR moommmmNe21 r L 2"x 1 a® 1 C a T.0 ClJ LEGEND: -€13f -50 CFM EX. FAN -SMOKE ALARM -FLOOR DRAIN RECEIVED CITY OF TUKWILA SEP 27 2007 PERMIT CENTER CORRECTION LTR# 0 0 0 co L._ L / / MASTER M / / / / / ' 1 G' G' I 8'-2" 6' 5' / / / / / / — Lfl 6-) / L / 6 4' 9'-5" 9 PAN 6- I " W.I.C. -cl- 1 r„" 1 / 1 1 12_ _ 22" 8" ATTIC — ACC I BEMIS IMMIN OPEN TO BELOW 9 3I-G" 5'x4' 5.G. — 3-2"x 1 0" I 3'-7" ENSUITE 1 ' 111 C14.9,9x..112 3' 42" MINIMUM GUARDRAIL5 571- ) 0" 6 1 57 2'-6" TOP fLOOK SCALE:1/4"-1' 6I-4" 5M0 ALARM 28x68 TOP FLOOR AREA=1901 50.fT. OPEN AREA=144 SQ.rT. NET TOP L. AREA= I 757 SQ.FT. BED Rf 8X6' INCL. ARCH 1 9' 13' 5'X4 0-8" BEDROOM#2 9 5 VOICE 3'-2" 3'-8" 42" MINIMUM GUARDRAILS, Tr \ 2 / / j x "Ce OKE i" :JO" ALARM 0 3'- I 1" AN BATI1 5' 0 3' 1 31 3'-5" 3'-1" •st r -4AP7 .bATH BEDROOM#3 5 9'-6" 8'-3" SUNDECK 369 5Q. PT. t (-D 0 \ 0 I I _ - FAN FAN NOTES: I. 22"X2VATTIC ACCESS TO ALL ROOF SPACES. 2. SPOT VENTILATION VENT TO OUTSIDE. 3. WI PAN VENT TO OUTSIDE. PROPOSED RESIDENCE fOR. SIDHU HOMES INC. LOT 1-D, 435 50. 148Th ST. TUKWILA, WA. DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 r —_ =`I- 3' -2" r 2 "x 1 0 "@ 1 G "O.C. 1 I 0 f I , 1 9' -5" 1 Rt 2 "x I O "@ I G'O.C J L_ 2 "x 10 "@ 10O.C. - -- _ � m __,... 1 1 6' i L___ f f I v __1 r —_ =`I- 3' -2" r 2 "x 1 0 "@ 1 G "O.C. L 1 I f I , 1 9' -5" 1 Rt 2 "x I O "@ I G'O.C J L_ -1- - ( - -- _ � m Li I 1 i f f I v 1 r r —_ =`I- 3' -2" r z_ 3' - --- 3' -3" ,._ I I I , 1 9' -5" 1 Rt 2 "x I O "@ I G'O.C J L_ ti A 0 1 6' I0 1 1 J P P 1 1 3' -0" WIDE MIN. CRAWL SPACE ACCESS, TYP. 8' - 4" 3' C4 9' -5" 20' -G" ,2' O "....., 4 Rr 2' -10" 0 1 3' -1 I" 1 1 1 1 1 L / T 57' -10" ' G'XG" POST ON I 0 "X 10" JCONC- PIER ON 3'X3'X 1 0" CONC. I=OOTING TYP. 57' -10" 12' -2" SCALE: 1 /4 " -1 ._.. 41 - " __. LP (.9 1 II c1_) II I I 1 CRAWL SPACE $ FDN. PLAN 1 1 1 4 11- r 1 0 m CONC. FOOTING TYP. 32 0 1 G "XG" POST ON I 1 o "X 10" CONC. L J PIER ON 3'X3'XI0" 21 ' -4 "" 8' -8" 3' -4" e 0 0 n 1 1 1 cJ 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 1 /2" 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.) 0 N ..„,,,--,c_r-r,------4:0---,:,-,!::)' ''''''' \\ \ Cov Q ‘ ; 0 SO Q: AEI -�°' . :. DWN: SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE POR SIDhU hOME5 INC. LOT I -D, 4535 50. 1 48Th 5T. TUKWI LA, WA. 11E1 I /4 "- I ' AUG. 2 I , 2007 (20G) 244 - 1 300 DRAWING NO. DD07 -420 I -P5 DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 .:g AUG 2 7 ZU07 PFRiorr C.; IHNTFR I I I Z Tn ti A 0 1 6' I0 1 1 J P P 1 1 3' -0" WIDE MIN. CRAWL SPACE ACCESS, TYP. 8' - 4" 3' C4 9' -5" 20' -G" ,2' O "....., 4 Rr 2' -10" 0 1 3' -1 I" 1 1 1 1 1 L / T 57' -10" ' G'XG" POST ON I 0 "X 10" JCONC- PIER ON 3'X3'X 1 0" CONC. I=OOTING TYP. 57' -10" 12' -2" SCALE: 1 /4 " -1 ._.. 41 - " __. LP (.9 1 II c1_) II I I 1 CRAWL SPACE $ FDN. PLAN 1 1 1 4 11- r 1 0 m CONC. FOOTING TYP. 32 0 1 G "XG" POST ON I 1 o "X 10" CONC. L J PIER ON 3'X3'XI0" 21 ' -4 "" 8' -8" 3' -4" e 0 0 n 1 1 1 cJ 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 1 /2" 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.) 0 N ..„,,,--,c_r-r,------4:0---,:,-,!::)' ''''''' \\ \ Cov Q ‘ ; 0 SO Q: AEI -�°' . :. DWN: SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE POR SIDhU hOME5 INC. LOT I -D, 4535 50. 1 48Th 5T. TUKWI LA, WA. 11E1 I /4 "- I ' AUG. 2 I , 2007 (20G) 244 - 1 300 DRAWING NO. DD07 -420 I -P5 DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 .:g AUG 2 7 ZU07 PFRiorr C.; IHNTFR gbh `INFILTRATION SYSTEM AS PER KING CO. MANUAL DIRT COVER FILTER PAPER WASHED RDCK5 4 4" DRAIN PIPE TYP. DOWN SPOUT DRAINAGE HOUSE #4G35 MAIN FLOOR= 289.94' TOP FLOOR= 299.84' EX. AVG. BLDG. GR.= 287.50' PR. AVG. BLDG. GR.= 287.47' P. EL. = 287.07' E.EL.= 285.27' rl.EL.=25G: E EL. =285. CONCRETE DRJV EXPOSED AGGREGP P.EL.= 288.52' E.EL. = 289.63' -- PERFORATED PIPE (LEVEL) DRAIN IN DRIVEWAY \/ CONNE / �� T -CONN OR 1 Y Y 1 CONNECTOR CONNECTOR CONNECTOR DETAIL N.T.S. SITE COVERAGE TOTAL LOT AREA =9 180 SQ.FT. ALLOWABLE SITE COVERAGE =2905 SQ.FT. ACTUAL 5ITE COVERAGE =2777 SQ.FT. plans have been reviewed by the Public ks Department for conformance with current , i v N,: ndarcis. Acceptance is subject to errors and nii�tiions which do not authorize violations of Ioplcd standards or ordinances. The responsibility ()r the adequacy of the design rests totally with the �i. Additions, deletions or revisions to these ilrasvings after this date will void this acceptance ,�nd will require a resubmittal of revised drawings for subsequent approval. Pinal acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: RECEIVED CITY OF TUKWILA SEP 2 7 2007 PERMIT CENTER PROPOSED RESIDENCE FOR SIDNU HOMES INC. LOT I -D, 4635 50. 148Th ST. TUKWI LA, WA. OWN: I16 SCALE: 1 /8 " - 1' DATE: AUG.21.2007 CHKD: PHONE: (206) 244 -1940 DD07- 4201 -PG / STUDS KITCHEN ° ENG. BEAM iti TYP. FLOOR CONSTRUCTION: GUEST ROOM R C.BATH 1" T4G PLYWOOD T.J.I. JOISTS WI CROSS BRIDGING OR BLOCKING FAMILY RM. —10" JOISTS OR SIZE OF TJI AS NOTED BY ENGINEER MAIN FLOOR= 289.94' / STUDS 2X4 @ 12 "O.C- TOP OF PLATE= 308.90' ENSUITE BEDROOM #2 BEDROOM #3 HEADERS (SIZE DETERMINED BY OPENING WIDTH) m ia MASTED BEDROOM ° TOP FLOOR= 299.84' SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE FOR SIDNU HOMES INC. LOT 1 —D, 4G35 50. 148Th ST. TU KWI LA, WA. A5 NOTED AUG. 2 1 , 2007 (20G) 244 -1900 DENNEY ENGINEERING AUBURN, WA. 253339. 1373 PER ' 0 ��N 2 X TRU55 OF ROOF FRAMING R -38 ATTIC INSULATION /2' DRYWALL 2 "xC" BOTTOM TREATED PLATE 10" x ANCHOR BOLTS 7" EMBEDMENT FINISHED GRADE 8"TH1CK CONC. WALL DRAIN TILE ROOF VENTS: 1 5Q.F7. OF VENT FOR EA. 150 5Q. FT. OF ATTIC FOUNDATION R -30 NSULATION #(4) @ 48" O.C. FOR CONSTRUCTION JOINT (1) #4 CONTINUOUS REBAR I2 Note: Section notes by P. Eng. shall have precedence over designer's notes. TYP. STAIR DETAI L SCALP: 1 /2 " -1' G MIL BLACK VAPOR BARRIER SECTION SCALE: 1 /4 " -1 ' P3 —P4 1" PLYWOOD STEPS AND NOSING 1► 4.* 1i''► 4 ► 44 1► . 4 CONC. TILE ROOF 1X4 STRAPPING, BUILDING PAPER. GUTTERS TYP. E a. WALL CONSTRUCTION: I SIDING BUILDING WRAP /2' SHEATHING 2 "XG" STUDS © 1 G" O -C. R21 BATT INSULATION /2' GYP5UM BOARD FINISH TO CODE - FRAMING - INSULATION - VAPOUR BARRIER - DRYWALL FINISHED GRADE NO MANUFACTURER FRAME MATERIAL MODEL# SIZE QTY. U -VALUE AREA S.F. 3 Story 2.3" 6.5"6.5" - -- 1 OASIS WINDOWS VINYL ___ 24 24 2'X3' 2 10 G 2 OASIS WINDOWS VINYL 10 45(5' 2 24 20 3 OASIS WINDOWS VINYL 458' 5'X3' 5'X4' I I 5 1 32 15 __.. 20 22.5 4 OASIS WINDOWS VINYL 5 OASIS WINDOWS VINYL 6 OASIS WINDOWS VINYL 6'X4' ARCH -TOP 7 OASIS WINDOWS VINYL 6'X5' I 30 8 OASIS WINDOWS VINYL 7'X6' 1 I 1 42 45.3 6 I .3 9 OASIS WINDOWS VINYL 8'X6' ARCH -TOP 8'X8' ARCH -TOP 10 OASIS WINDOWS VINYL 294. 1 1 Story 12" 3" G" 2 Story 1 5" 4.5" G" 3 Story 2.3" 6.5"6.5" BEARING WALLS NON BEARING WALLS Stud Size (inches) Laterally unsupported pp stud height (feet) Maximum spacing when ortin su pp 9 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 pp stud height (feet) Maximum spacing (inches) 1 G 2X3* - -- - -- ___ ___ - -- 1 G ___ 24 24 10 14 20 2X4 10 24 1 G 24 2XG 10 24 24 24 SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE MR SIDHU HOMES INC. LOT I -D, 4635 SO. 148TH ST. TUKWILA, WA. AUG. 21, 2007 (2O6) 244 -1900 DRAWING NO. DD07 -420 I -P8 DENNEY ENGINEERING AUBURN, WA. 253339. 1373 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 Tines 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: R403.1.3.2 Per R403. 1 grade shall fall a min. 6" in the first 10" or footing dram shall be installed R.40 1 .3 $ R405. 1 MONOLITHIC SLAB R403. 1 .4.2 WINDOW SCHEDULE GLAZING /SKYLIGHT BY TYPE 'Slab Insulator per State Enery Code �1 - #5 bar cast momoltithic in center 3rd of footing, or #4 rebar top and bottom -min. 40 diameter lat at splices secured with tie wire ! 2" single story 1 5" two story X 23" three story TYPICAL FOOTING AND FOUNDATION DETAIL SCALE: Ill " - i' x E .r �ri�ei ire B. Typical footin foundation 1 2" max General Notes Minimum insulation required to comply with the Washington State Energy Code 15 as follows: Floor (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.G energy calculation by design consultants, Inc. for verification of these values. I . VERIFY 5HEAR WALL NAILING AND IOLDOWNS PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.B.C. 3. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. 4. PROVIDE GALVANIZED OR. ANODIZED SHEET METAL FLASHING AND COUNTERFLASIIING AT ALL ROOF PENETRATIONS, CHIMNEYS AND SKYLIGHTS. 5. PROVIDE CONTINUOUS METAL GUTTERS AND DOWNSPOUTS AT ALL EAVES, TYPICAL. 1 /2" Dam. x 1 0" long anchor bolts @ 6' -0" o.c. max. 12" 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 vent. @ max. 48" o.c. w/ min. 14' extension into stern wall at splice. Min. 6" hook W P D TYPICAL FOOTING AND FOUNDATION DETAIL SCALE: 1 /2 " -1 ' TABLE RG02.3 (5) SIZE, HEIGHT AND SPACING OF WOOD STUDS STRUCTURAL NOTES: CODE IBC 2006 AND ASCE 7 -02 DESIGN LOADS ROOF LIVE LOAD FLOOR LIVE LOAD WIND: 85 MPH EXPOSURE B 25 PSF 40 PSI ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF SEISMIC: SEISMIC DESIGN CATEGORY "D" (IBC) FOUNDATION FOUNDATION DESIGN FOR GRAVITY LOADS 15 BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 P5F. CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE 2500 PSI. USE 5 -54# SACKS OF TYPE I OR TYPE II CEMENT PER CUBIC YARD OF CONCRETE WITH 5-9 GALLONS OF WATER PER SACK OF CEMENT. MAXIMUM SLUMP 6 ". 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 2x4'S HEM -FIR #2 FOR 2x6'S BEAMS 4" WIDE: DOUGLAS FIR / LARCH #2 BEAMS 6" AND WIDER: DOUGLAS FIR / LARCH #2 COLUMNS: DOUGLAS FIR J LARCH #2 OR HEM -FIR #2 (P.T. AT DECKS) GLU -L■M BEAMS: DOUGLAS FIR / LARCH 24r -V4 MAXIMUM MOISTURE CONTENT OF ALL FRAMING LUMBER AT THE TIME OF CONSTRUCTION SHALL BE 19 %. 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 is 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 Tess 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 is 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 51de 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 5011 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 1s 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 1s not permitted. 2. Framing a) This plan 15 designed for a 25 p.s.f. Snow load and a 10 p.s.f. Dead load. It shall be the responsibility of the owner or builder to determine the snow load in the area in which the residence 15 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 i 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 1s 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: - Owner /builder to supply any missing dimensions required 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 % 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. -Ail grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. AUG 2 7 zoo? DrIOtt SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 1 -D, 4635 50. 148TH ST. TUKWILA, WA. AUG. 2 I , 2007 (20C) 244-1000 DRAWING NO. DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 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. RI OG 2. EGRESS WINDOWS: IRC Section 8310. 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 8313. 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 R308. 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: 1 . 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 15 less than 6O- 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 is less than GO" above the floor or walking surface. 7. Glazing that meets all of the following conditions: 7. 1 Exposed area of an individual pane is greater than 9 square feet. 7.2 Exposed bottom edge is less than 1 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 is less than 6O- inches above a walking surface and within 6O" of the water's edge. 1 0. Glazing adjacent to stairways, landings and ramps within 36" horizontally of a walking surface when the exposed surface of the glass in less than 6O" 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 is less than 60" 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. 1 , IMC Section 501 .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 15 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 i 504, M 190 I . 1 $ 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, 412.7, 4 1 2.8. 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 6 -feet above floor. The clear space in front of the shower opening shall not be Tess 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 1001 . 1 5, R 100 i. 1 6, RI 003. 1 1 8 1 003. 1 2. 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 is required. When the chimney is placed on the exterior of the structure a 1" 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. 1 3 / R602.8. 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 1" clearance from the opening. 10. APPLIANCE LOCATIONS: IRC Chapter MI 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 1607.7.3. 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 1 '6" above the floor or ramp surface on an area not to exceed 1 sq.ft. Equipment and appliances having an ignition source shall be elevated such that the source of ignition IS not less than at least 1 5" 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 MI 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 6" 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 3/4" 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 1 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. 1 . All electric water heaters shall be placed on an R -10 pad when located in an unheated space or concrete floor. i 3. 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 1 inches (35mm) in thickness, solid or honeycomb core steel doors not less than 1 /g' thick, or 20- minute fire -rated doors. FLOOR PLAN NOTES -- continued 15. GARAGE / DWELLING SEPARATION: IRC Section 8309.2. 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 3 /5" Type X gypsum board or equivalent. Where the separation is a floor - ceiling assembly, the structure supporting the separation shall also be protected by not less than /2" gypsum board or equivalent. 1 ATTIC ACCESS: IRC R807. 1 . 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 I 1 .4. 1 . At least I 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 1 1 .6 or 3 1 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. 15. LANDINGS: RC R3 1 1 .4.3, R3 1 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 I /2" lower than the top of the threshold of the doorway. Exception: The landing at an exterior doorway shall not be more than 7 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. 1 9. GUARDS: IRC Section R3 1 2. IBC Section 1607 .7 . 1 . Porches, balconies, or raised floor surfaces located more than 30" above grade or floor below shall have guards not Tess than 36" 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 I I .5.6, R3 1 1 .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 I/2" between the wall and the handrail. Circular handrails shall have an outside diameter of at least 14" and not greater than 2 ". handi:ail a perimeter greater than 6/4" shall provide a graspable finger recess area on - of sides. See handrail option in IRC Section 3 1 1 .5.6.3 for additional handgrip requirements. Handrails shall not project more than 4/2" on either side of the stairway. See #34, stairway width for additional information. Refer to handout. 21 . STAIR WIDTH: IRC Section 3 1 1 .5. 1 . Stairways shall not be less than 36" c width at all points above the handrail height and below the required headroom height. ? shalt not project more than 4 /2" on either side ? and landings, shall not be less than 3 1/2" where the handrail i5 installed on one side and 27" where handrails are installed on both sides. 22. STAIR TREADS * RISERS: IRC Section 3 1 1 .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 1 .5.2. All parts of the stairway shall riot be less than 6'8" 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 K3 1 1 .2.2. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with / gypsum board. 25. ILLUMINATION: iRC Section R303.6, R3 1 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. ,NE °D FOR E PCOMPLIANC ap E. oc _ () ear Cl Of Iti *, AUG 2 7 ZOO PEA \An'F 1 Option Glazing Area' of Floor Glazing U- F actor 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 -10 R -30 R- 10 II 1 5% 0.40 0.58 0.20 R -38 R -30 R -21 R -2 1 R- I O R -30 _ R -10 R -1 - o III 1 5% Group R--1 and R -2 Occupancy Only 0.40 0.58 0.20 R -38/ U =0.03 I R-30/ U =0.034 R -21 / U =0.060 R -15 R -10 R -301 U =0.029 IV Unlimited Group R -3 and R -4 Occupancy Only 0.40 0.58 0.20 R -38 R-30 R -21 R -2 1 R- 1 0 R -30 R -10 V Unlimited Group R -1 and R -2 Occupancy Only 0.35 0.58 0.20 R -38/ U=0.03 1 R -30/ U =0.034 R -2 I/ U =0.060 R- 1 5 R -10 R -30/ U =0.029 R -1 O SCALE: DATE: CHKD: PHONE: TITLE PROPOSED RESIDENCE FOR 5IDIU HOMES INC. LOT I -D, 4635 SO. 148TH ST. TUKWILA, WA. AUG. 21, 2007 (20G) 244 -1900 DD07 -420 I -P I 0 FLOOR PLAN NOTES - continued 26. SPECIAL STAIRWAYS: IRC R3 I 1 .5.3.2, R3 1 1 .5.5. 1 . 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 i 0" measured at a point ! 2" from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6" at any point. Siral stairways are permitted, provided the minimum width shall be 26 inches (660mm) with each tread having a 7 %2" minimum tread depth at ! 2" from the narrower edge. All treads shall be identical, and the rise shall be no more than 9 Y2 ". A minimum headroom of 6 feet 6 inches shall be provided. Unless demonstrated otherwise soil bearing capacity 15 assumed to be 1 500 psf, weathering potential is determined to be moderate (IRC Table 301 .2(1)). 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 6 "x 12 ". - Supporting 2 floors: minimum G "x 1 5 ". - 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. Plain concrete walls located in Seismic Design Categories DI 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 7'/2" is required for plain concrete foundation walls except that a minimum thickness of 6" shall be permitted for plain concrete foundation walls with a max. height of 4'6" provided the minimum specified compressive strength of concrete, fc, is 4000 psi as evidenced by the delivery (batch) ticket for the project. A5 a minimum standard, refer to the attached handouts: Foundation Reinforcement Requirements. 29. FOUNDATION WALL SIZE: iRC Tables R404. 1 . 1 ( 1 ), R404. 1 . 1 (2), R404. 1 . 1 (3), R404. 1 . 1 (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 8301 . i ( I ), shall comply with the following: ! ) 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 6" shall be permitted for plain concrete foundation walls except that a minimum thicknes of 6" 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 8" 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. 1 .(2), R404. 1 . I (3) or R404. 1 . 1 (4) {reinforced concrete] and shall have two #4 horizontal bars located in the upper 1 2" of the wall. 30. STEPPED FOUNDATIONS: IRC Section 602.1 1 .3. Where stepped foundations occur, the following requirements apply: 1) 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. 1 1 .3. See attached details. 2) Where the lowest floor framing rests directly on a sill bolted to a foundation not Iess 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 ►s stepped and the lowest floor framing rests directly on a sill bolted to the foundations, the requirements of Section RG02. 1 1 .1 shall apply. 3 I . FOOTING DEPTH: IRC Section R403. 1 .4, R403. 1 .4.2. All exterior footings shall 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. STRUCTURAL NOTES - continued 32. CRIPPLE WALL BRACING: IRC Definition, Sections R602. 10.2, R602. i 0.2.3, RG02. 10. 1 1 . 1 * R602.1 0. 1 1 .2. A cripple wall 15 a framed wall from the top foundation to the underside of the floor framing of the first story above grade plane. In Seismic category D1 (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. 1 0. 1 with the following modifications for cripple wall bracing: I) The percent bracing amount as determined from Table R602. 10. 1 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 Imes occur without a continuous foundation below, the length of parallel exterior cripple wall bracing shall be 1 Y2 times the length required by Table 8602. 1 0. 1 . Where cripple walls are braced using method 3 of Section R602. 1 0.3. (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 D i and D2. 33. UNDER -fLOOR VENTILATION: IRC Section 408. 1 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 i 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 % ": , ) Perforated sheet metal plates not Ie55 than .070" thick, 2) Expanded sheet metal plates not Iess than .047" thick, 3) Cast iron grills or grating, 4) Extruded load- bearing brick vents, 5) Hardware cloth of .035" wire or heavier, 6) Corrosion resistant wire mesh, with the least dimension being % ". See exceptions for additional options. 34. UNDER -FLOOR ACCESS: IRC Section 408.3. Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18" x 24 ". Openings through a perimeter wall shall be at least i 6" x 24 ". When any portion of the through wall access is below grade, an areaway of not Iess 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 4 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 G ENERAL NOTES 36. PREMISE IDENTIFICATION: IRC Definition, Section R32 14 City of Seatac Standards for Dire Apparatus Access Roads. Approved numbers or addresses Sahli 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 15 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 35 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 1 06.4. i , 1 OG.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 C i 1 78. Water resistant gypsum backing board shall be permuted to be used on ceilings where framing spacing does not exceed i 2" o.c. for %2" thick or 16" 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 cu t 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: ) Over a vapor retarder in a shower or bathtub compartment. 2) Where theire will be direct exposure to water, or in areas subject to continuous high humidity. 40. GYPSUM WALLBOARD FASTENING: IRC R.702.3.6 * Table R702.3.2, 15C 2306.5. 1 .4. Screws for attaching gypsum board to wood framing shall be Type -W or Type 5 in accordance with ASTM C 1 002 and shall penetrate the wood not less than 5/8 ". Footnote, Table R702.35: 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 i -7/5" 6d 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, 1 6" o.c. walls when wall framing is 1 6" o.c., 1 2" when wall framing is 24" o.c. 41 . STORY / STORY ABOVE GRADE: IRC Section R202. 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: 1) More than 6' above grade plane. 2) More than 6' above the finished ground level for more than 50 % of the total building perimeter. 3) More than i 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 15 more than 6' from the building between the structure and a point G' from the building. Note: Zoning regulations may limit the height of residential structures more stringently. Check with your local jurisdiction for height limitations. 43. RETAINING WALLS: IBC Section R1 806. 1 , IRC Section RI 05.2. 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 1 .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 1s exempt from permits. DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 AUG 2 7 ZUUI PER\i Ly: a