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HomeMy WebLinkAboutPermit D07-409 - SIDHU HOMES - NEW HOUSESIDHU HOMES 4645 S 148 ST D07 -409 Parcel No.: 0042000140 Address: 4645 S 148 ST TUKW Suite No: Tenant: Name: SIDHU HOMES Address: 4645 S 148 ST , TUKWILA. WA City if Tukwila Owner: Name: SIDHU HOMES INC Address: 4224 S 148TH ST , TUKWILA WA 98168 Phone: Contact Person: Name: GARY SINGH Address: 4224 S 148 ST , TUKWI AA WA 98168 Phone: 206 244 -1900 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 Contractor: Name: SANDS CONSTRUCTION Address: 21356 SE 271 PL , MAPLE VALLEY WA 98038 Phone: Contractor License No: SANDSC *933M0 DEVELOPMENT PERMIT Value of Construction: $523,207.94 Fees Collected: $8,388.29 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Permit Number: D07 - 409 Issue Date: 11/10/2008 Permit Expires On: 05/09/2009 Expiration Date: 07/20/2009 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 5278 SF SFR WITH 592 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE W/ INFILTRATION, UNDERGROUNDING OF POWER, AND DRIVEWAY. WATER DIST. 125 & VALLEY VIEW SEWER doc: IBC-10 /06 007 -409 Printed: 11 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: Print Name: City (L./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 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 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: VI.SV Date: I ( l /b S 6( Permit Number: D07 -409 Issue Date: 11/10/2008 Permit Expires On: 05/09/2009 Date: 11"--( 0 ' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -409 Printed: 11 -10 -2008 Parcel No.: 0042000140 Address: 4645 S 148 ST TUKW Suite No: Tenant: SIDHU HOMES 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 -409 Status: ISSUED Applied Date: 11/01/2007 Issue Date: 11/10/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D07 -409 Printed: 11 -10 -2008 Permit Center. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: Temporary wiring for electrical power and lighting installations shall be permitted for a period not to exceed 90 days for Christmas decorations, carnivals and similar purposes and for experimental or developmental work. (IFC 605.9) (NEC 527 (B)) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 23: In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (IBC 717.1) (IBC 717.2.2(a,b) 24: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 25: Every building shall be accessible to Fire Department apparatus by way of access roadways with all weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 26: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 27: Tukwila City Ordinance #2047 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking vehicles. Minimum required widths and clearances shall be maintained at all times. 28: The minimum fire flow and flow duration requirements for one- and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A -III -A 1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 29: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 30: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. doc: Cond -10/06 007 -409 Printed: 11 -10 -2008 `rr 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 31: Maximum grade for all projects is 15 %. 32: Fire hydrant installation requires a Public Works permit. 33: Fire hydrants shall be oriented in the direction of fire apparatus access. 34: An emergency escape and rescue openings with a finished sill height below the adjacent ground level shall be provided with a window well in accordance with IBC/IFC Sections 1025.5.1 and 1025.5.2. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 38: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 39: Contractor shall notify Public Works Development Engineer / Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 40: Work affecting traffic flows shall be closely coordinated with the Public Works Project Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 41: 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. 42: Any material spilled onto any street shall be cleaned up immediately. 43: 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. 44: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and SO 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. 45: 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. 46: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 47: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 48: 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. 49: PAVEMENT MITIGATION FEE MAY APPLY TO THIS PERMIT. AS PART OF PUBLIC WORKS FINAL, PUBLIC WORKS PROJECT INSPECTOR doc: Cond -10/06 D07 -409 Printed: 11 -10 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us WILL MEASURE PAVEMENT CUT, IF APPLICABLE, FOR FINAL PAVEMENT MITIGATION FEE CALCULATION. 50: THERE IS NO WORK EXPECTED WITHIN THE PUBLIC RIGHT-OF-WAY AND THEREFORE PUBLIC WORKS DOES NOT REQUIRE (1) ROW HOLD HARMLESS AGREEMENT (2) INSURANCE FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY (3) BOND FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. DURING CONSTRUCTION IF PUBLIC RIGHT -OF -WAY WORK IS NEEDED, THEN OWNER/APPLICANT SHALL PROVIDE ITEMS 1 THRU 3 ABOVE, PRIOR TO STARTING THE WORK. 81: ** *PLANNING DEPT CONDITION * * ** 52: Owner /Applicant shall obtain a survey demonstrating that the height of the home, from the final ground elevation to the midpoint of the roof does not exceed 30' prior to planning final. * *continued on next page ** doc: Cond - 10/06 D07 -409 Printed: 11 -10 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: Date: ) P/ 0 g' doc: Cond -10/06 D07 -409 Printed: 11 -10 -2008 r . 4 Name: Mailing Address: E -Mail 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. wa. us ► =` �p (L c' 9- G ARy 5 in1GH As Above. . 13314‘.3 Ataav "1 " " tct. Contact Person: k-. e�s ci ►� 1) hit �/ E -Mail Address: 1 Q:IApplicationstFomts- Applications On Line13.2006 - Permit Application.doc Revised: 9-2006 bh 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 ** King Co Assessor's Tax No.: f)1 LP 00 1196 Floor: Site Address: Tenant Name: Property Owners Name: � iJ'/ 440,14 £ S t / h G Mailing Address: 22_4 . S (i \ L% PI IL Si-. `"U c m llL 1. e _ a 8 ( h� City Zip Suite Number: New Tenant: ❑ Yes ❑..No • P S Day Telephone: 2.0 (n - Zy 4 lq no City . il Number: . 3 - 0 0 - 1 43 3 g g City state State Zip C E13EIA ( Contr a cto Zip Contact Person: G Qtly y S - Day Telephone: '106 2 V 1; .-1a' q E -Mail Address: , t '4, r ue C . QQ,- , �a }- Fax Number: 20 - "ill A T k �( Contractor Registration Number: S 1, DH U H rm t7 lJ o Expiration Date: Company Name: H t LLa N 1 S 1 G Mailing Address: 1 43 %M \ 6 fail, PI t 0+-4-0- itaa, (5%-34 -2VC$. RECCE City State Zip Day Telephone: 2 0 b- 9 L. %- 01 9 Z Fax Number: Contact Person: E -Mail Address: et sta ui1 p - Company Name: eb c N N E y / J G. Mailing Address: c N a 01/4. \ $ 2. ex„.. s 1 et., City State Zip Day Telephone: 2. S 3 - c i 3 9 _ 1 3 1 3 Fax Number: 7.S1- 139-1313 Page 1 of 6 B 7I D PERMIT TFt RMAnON Ob 31 -3 Valuation of Project (contractor's bid price): $ a 00) l a Existing Building Valuation: $ C� Scope of Work (please provide detailed information): 1 l e. Fck � R o ea.' Co o, Will there be new rack storage? ❑ Yes a. No If yes, a separate permit and plan submittal will be required. rovide. ng Areas in Square.Footage I 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, nrovide the following: Lot Area (sq ft): _ 50 /t , .. .poor area of principal dwelling: 5 SF Floor area of accessory dwelling: 'Provide documentation that shows th 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 5a, No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Ca None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1AppliatianslFosm - Applications On Line13 -2006 - Permit Applieation.doc Revised: 9 -2006 bh Compact: Handicap: Page 2 of 6 Scope of Work (please provide detailed information): Water District ❑ Tukwila g(Water District #125 Water Availability Provided Sewer District ❑ ...Tukwila Q!,! ValVue ❑ ...Sewer Use Certificate M4 Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Sub itted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size -22" x 34 ") ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ Right -of -way Use - No Disturbance - Right -of -way / Non Right -of -way •/ 2r Total Cut 5 F•) .Total Fill 50 ❑ ..!Sv y�'SitSewerV tQ Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ ...Cap or Remove Utilities ` ❑ ..Frontage Improvements .Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation stic Water 1t..1) 12 ❑ ...Permanent Water Meter Siz ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ts „ „ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment WA 1-✓cl•"-- '-s 1 , Day Telephone: City Day Telephone: City State State Zip Zip Q: Applications \Penns-Applications On Line,3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ ft Call before you Dig: 1400- 424 -5555 WO # WO # WO # Private Private ❑ .. Highline ❑ .. Renton '( Geotechnical Report ❑ .. Maintenance Agreements) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ Work in Flood Zone Storm Drainage c i-rL,c., ,i— S. P. Res hw„(L ❑ .. Renton ❑ .. Seattle ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization cr.. � Trench Excavation 6 Utility Undergrounding Page 3 of 6 Fixture?ype ; =Fntture r:: Type; I� Iriixti retype QtY:` Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial indirect waste Clothes washer, domestic I Floor drain Sinks it Dental unit, cuspidor Shower, single head trap I Urinals Dishwasher, domestic, with independent drain , Lavatory 5 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent ' Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION 6„,,K -AI- soros ( (1.4,46 ; - Lic. can_ b oiA 4do . _ .$z,3 V City Contact Person:_ t4 r� S {Z State Zip S. Day Telephone:_ -3 ( .A-7. 113 z, E -Mail Address: �) _ Fax Number: 3-1 8 Z9 - gait Contractor Registration Number: ( acts O _ 5o Expiration Date: Company Name: _ Mailing Address: P. b • (;0Y. 2Z- Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Q:MpplicationsWmms- Applications On r.ineU -2006 • Permit Applicationdoc Revised: 9-2006 bh 7560 o 506` /few Silk. t-4 Building Use (per Int'l Building Code): IWei-4 a I, Occupancy (per Int'l Building Code): S i wj�� ^^^ 1 1 h de-4.4- Utility Purveyor: Water: 1AJ ''1 &v IDsO f ' /2S. Sewer: 1/ / 1/h . Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Re Sile s Ce laud . Page 5 of 6 Wi IVIEOLAINTICA4gRAnT INFORMATION = 206 - 43 =367 MECHANICAL CONTRACTOR INFORMATION V A Company Name: Mailing Address: Use: Residential: Commercial: Fuel Type: Q:\Applicatians\Fomts- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 Contact Person: Y 44 /7 11.14 E -Mail Address: Contractor Registration Number :__ Ti A /S 3 8 Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Electric New .... [2' Replacement .... ❑ New .... ❑ Replacement .... ❑ Gas ....R Other: Indicate type of mechanical work being installed and the quantity below: 0u 500 Day Telephone: Fax Number: °Y zs 3 Expiration Date: w City Z y 84 : 74) f State Zi Fumace <100K BTU Fumace>100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig/Cooling S stem Air Handling Unit <10,000 CFM Z Air Handling Unit >10,000 CFM Ventilation Fan Connected to Sin le Duct Ventilation System Hood and Duct Incinerator - Domestic Incinerator – Command I 2 Fite Damper Diffuser Thermostat Wood/Gas Stove Emergency Generator Other Mechanical Equipment I 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 PEItIVIIT APPLICATION NOTE 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: .� ia81°- Date: t 0 I 4, 3 0 2- Y 0 d Print Name: � U�''�� °� Day Telephone: a b - Mailing Address: l a 3 9 Sot,, l V? A' s"f, TOO( IJIC A - elitid S ` City State p Date Application Accepted: Q: Applications\Fomu- Applications On Line3-2006 - Permit Application.doe Revised: 9.2006 bb Date Application Expires: 6W� StaffInitial Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001- 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME s 1 b (-(U k0040 5 ( �s ) PERMIT # DO/ — x-09 5 14s � 444.0 4 5'0 If you do not provide ontractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Sa O Erosion prevention S4 G Water /Sewer /Surface Water 1 5/050 / /ca o Road/Parking/Access 00 0 A. Total Improvements 5n o0 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter total fill volume GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2008 50 tion and fill volumes. 1 cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. /25 $ IZS $250 (1) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 315 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. (5) (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1' 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) 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2008 2 $ /25 $ZS (6) 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) WATER METER FEE • rmanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.2008-12.31.2 Total Fee 0.75 $600 67' $6274 1 $1100 $ : , : $15,285 1.5 $2400 $28,370 $30,770 2 $2800 $45,392 $48,192 3 $4400 $90,784 $95,184 4 $7800 $141,850 149,650 6 $1251: $283,700 $ • : 200 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Approved 09.25.02 Last Revised Jan. 2008 Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ �a 13 d8 G. Other Fees $ Total A through G $ / (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 16 Z -1 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $1,000 Temporary Meter 3 Parcel No.: 0042000140 Permit Number: D07 -409 Address: 4645 S 148 ST TUKW Status: APPROVED Suite No: Applied Date: 11/01/2007 Applicant: SIDHU HOMES Issue Date: Receipt No.: R08 -03722 Initials: WER Payment Date: 11/10/2008 12:07 PM User ID: 1655 Balance: $0.00 Payee: SIDHU HOMES 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2398 5,341.22 ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/345.830 000/386.904 104.367.120 RECEIPT Payment Amount: $5,341.22 4,149.34 23.50 125.00 25.00 4.50 1,013.88 Total: $5,341.22 doc: Receiot -06 Printed: 11 -10 -2008 Doc: RECSETS -06 RECEIPT NO: R07 -02393 Initials: JEM User ID: 1165 Payee: SIDHU HOMES SET TRANSACTIONS: Set Member Amount 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 D07 -409 3,047.07 M07 -234 36.39 PG07 -291 76.50 TOTAL: 3,159.96 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT SET ID: 1101 SET NAME: SIDHU HOMES Payment Date: 11/01/2007 Total Payment: 3,159.96 TRANSACTION LIST: Type Method Description Amount Payment Check 1981 3,159.96 TOTAL: 3,159.96 Account Code Current Pmts 000/345.830 2,809.96 000/322.100 250.00 000/345.830 100.00 TOTAL: 3,159.96 Project: Si 0 H 2/ //o /Iv 5 Type of Inspection: . ..TA/AG . Address: 4 /G 4 5 S' /4i8 sr Date Called: Special Instructions: Date Wanted: -2 - S - /1 a rr P.m. Requester: l�wry Phone No: ..Z -2yy- /900 INSPECTION RECORD Retain a copy with permit 407- VD? INSPEC ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 IX Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /9 72'T et,/7-7 /. £ :f 4774/ At /9 nrz/P19ive y i4PPi?6I' ) EINSPECTION F E REQUIRED. P or to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: 5.r d z/ //OmF S Type of Inspection: • /- -/AM/ - Ai.4Ah /in/ 6 Address: z-/6 ys s- /47',5 Date Called: s.— Special Instructions: Date Wanted: /2 - .2 —/Q p.m. Requester: Phone No: o ? 2 4'fV -ice() INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 DO? - `/e l INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ector: x. . ♦ II. ❑ REINSPE ON FEE R UIRED. Prior to next inspection, fee m be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: . 5 ' .,ter' f / S . Type Type of Inspection: / NA Address: Date Called: Spec I Instructions: Date anted: _ 8 _ /6 m .m. Re q Qester: Phone No: ,24/z-/- /5 INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -3670 INSPECTION RECORD Retain a copy with permit O Corrections required prior to approval r COMMENTS: pe ct Ft 6'.00 REINSPECTION FEE REQUjRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd.,'SSuite 100. Call to schedule reinspection. p / 1 - 7 / t .c ,-c.. I Date�� 8 Rec ipt No.: 'Date: ❑ Approved per applicable codes. Project: Type ofinspection: A- /A04 ( /L17e-/ ?/ Ovnix A 7 �s s Date Called: �- 7 S /4 fq 7 Special Instructions: Date. /an d: /�/ 4 / ( a.m., p.m. Requester: Phone z/ INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION « 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: P /cluN/it/ 1`/N// Rio f7j /F le" Ir pectoTs/ Date: � Jr 4 tom I /6 /It $60 0 REINSPECTI0 1 FEE RE 1JIRED. Prior to inspection, fee must be p at 6300 Southce�rffter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: .__S n/4 / - /rc --r Pi /14 lil/ i S V 54 / /f r</ ♦ n/ fir) Alf ell -/ G//ip/e ,/ Date Called: - /.i 9, I ",V 6/1Y /1, y Special Instructions: ;/ P/ 4/1/4/ /- N 4/ N c f c-Ca Requester: Phone No: wog- 04/5/ - /Soi!' Project: ..- c/o /7 / /OH / .__S Type of Inspection: /i✓4 / Address: ' '/ 5 s / /mss - -- Date Called: Special Instructions: Date Wanted: 6 -30 - O5 a.m. Requester: Phone No: wog- 04/5/ - /Soi!' INSPECTION RECORD Retain a copy with permit ,4e7 1/45 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. 6 Inspe r: Date: $60.00 REINSPECTION E REQ ED. Prior to inspection, fee must be paid at 63Q0 Southcente Blvd., uite 100. Call to schedule reinspection. Receipt No.: 'Date: -iomor7iM-s- i‘dlikianf -. Project: S I �� A PI • T f Insp ction: K t- cam.' ( aa . fir, Address Date Called: - �, m Special Instructions: 1 Date Wanted: �/ __ ` j)� ", , p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: nee- 7 S' y Inspector Date: -j U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: pproved per applicable codes. El Corrections required prior to approval. Project S�v 11 �� Type of Inspection: w � Address: ' 4c045 scC /42 Called: Jr Instructions: Date Wanted: 2 -Ca--0 !'J �(/ a.m. p.m. Requester: Phone No: 1 --/90 a ✓�0'7 -4og 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. ;1 'Ur COMMENTS: Inspecto )L OV(f) \ 5 / Ai pcfitcyt Date: 2 -L -0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must • e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: Type of Inspection: "4°1 I 2 q rte' t 1 \cq I r\ 1 t S Addre s: Date Calle, WMt 4 Rvv .3il/ Special Instructions: D t 'e Wanted: Z p .m. Requester: Phone N INSPECTION RECORD Retain a copy with permit PERM frN0. Qd7 IN PECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per appli able codes. Corrections required prior to approval. CO MMENTS: (Inspect: 1 Date:1 _ ? — O / 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: r o ar Project: S IUHZ( 1 Type of Inspection: >-2 A n y rs,.1 L Address: y (O L (S s i L ( 8 s Date Called: Special Instructions: Date Wanted: Requester: Phone No: COJ4 M ENTS: Inspector: e ipt � o.: INSPECTION RECORD Retain a copy with permit 'Date: El Approved per applicable codes. Corrections required prior to approval. INSPECT ON NO. CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Do - PERMIT NO. n I — r - c) Also s6 E dv—r - i— 7 Date: $ • 0.00 ' EINSPECTION FEE aF�QUIRED. rior to inspection, fee must be aid a 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. Project: 1 dPt( 14 .c S Type of Inspection: )..(.l.1d PV - CI cx�/ Address: y� ils s (4 e c-t Date Called: .--^ Special Instructions: Date Wanted: ( -- Z — v9 =—a:m. P.m. Requester: Phone No: Tow INSPECTION RECORD Retain a copy with permit �a7- yo 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: c ti ak-►- c�Nv�! -�-,`�S AAA 'Date 0 $6 .00 REINSPECTION FEE EQUIRED. P or to inspection, fee must be p - + d at 6300 Southcenter Bl d., Suite 100 Call to schedule reinspection. 1 Recel t No.: 'Date: Proje l i J A0 Mej Type ppf Ins n: (.- Address: 4YA 5 So�Yvl ,A, Date Called: Special Instructions: / Date Wanted: I— ` (� _ - i a.m. p.m. Requester: Phoneme (0 ' 2 '4- lc 40 0 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: 1 !inspector( (Date: / 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: Proje / C Type of Inspection: ,/11 Address: Date Called: Special Instructions: Date Wanted: /_ S _ 6 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT! • N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Inspe IDate: J Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: c, / /4/4„,,c‹ Type of Inspection: r 4 ;1 ,41 i.vG Address: /5 - / / V � Date Called: Special Instructions: Date Wanted: m.. Requester: Phone No 2'6 1 41 ,1o 7 - ` /U INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Et Corrections required prior to approval. / COMMENTS: 1 /1 1 s Ai e41 . , (Inspetor: 1 Date: 1 __ �� El $60.00 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: p � np/) j `.t t p I J J.4 1 . ` -- ' ` v o L/ P1' D0 A I ci 5 - , A- piO de.,k sew L)f pc r. Special Instructions: (f �,� wt.,: Requester: Phone No: Project /,V /f /Jeii - �' S Type of Inspection: Jq /, 5/ 14 /hi, Address: (Mi Special Instructions: Date Wanted: /- 5" - �,� wt.,: Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT! • N NO. PERMIT NO. I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CITY OF TUKWILA BUILDING DIVISION Inspect r: 'Date: 2)47- I- S - O El $60.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of In pection: /�/(P, -7 �v — L 1/ (.,,Y - ee .( ✓ / e 31 .4- -(/D)� �- ' q 1. 0,/, , Special Instructions: Date Wanted: _ S — QC 1 ;, r o i. r it 01„1 . Requester: �. 2 : / l ti { E 3 -- � P L-0., 1j) ti('- J - /9 A -?c'rri) boo °dirs. I - - 1 ) (0 -e , 1 tz P illy r . �d / )0 I /-Q. P_n n Project: S // W6/ /7 Jft Type of In pection: /�/(P, -7 �v — Ad L ;s• lI 9 s s /4 7 / `i as Date Called: Special Instructions: Date Wanted: _ S — QC p.m. Requester: Phone No: -- dtr El Approved per applicable codes. INSPECTION NO. 'Inspector: • Ks. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 112 e ;.----- orrections required prior to approval. 'Date: El $60.00 REINSPECTION FEE RED � IIRE d. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Do7 yv j PERMIT NO. -5 - Projep�- • // J/ �t/ S Type of specti n: /26 Of f //rrt /`45 Ad ; s: 4s _ f , / e L z, Date Called: Special Instructions: Date Wanted: - O p.m. Requester: Phone No: INSPECTIO NO. INSPECTION RECORD Retain a copy with permit I.)0 7- qto 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: (Inspector: Date: !, S _ D 7 $60.09REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Projecti ' / S . V t< _604e3 Type off Inspecction: . �� „� t �1 - J �' r Address: r, S 1/4 ° / 4 Ti ST Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone 2t4 - Igo 6 COMMENTS: D / o u _ 1 . j ( j , ‘ ,r nC2)47T `AS e 6 ):\ l Inspeor. Date: / 2 I __ � bi $60.00 REINSPECTIO FEE RE UIRED. Prior to inspection, fee must be D INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVI$ION r!' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. ulte 100. Call to schedule reinspection. `Receipt No.: 'Date: Pro ect: , / Type of Inspection: 14,„, / ///��z Address: lys / /5sf Date Called: Special Instructions: Date Wanted: /a — a'' !J,c-- Ca.m p.m. Requester: Phone No: RUC —2 t / / 900 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D& - PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS; 71 0 k re) 5/lec r /4/a fin /7/1-- /r Aev r / if 1. 'Inspector: JDate z? $ .00 REI ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Gtbil liOnir- Type of Inspection: I-- oo-GA.K. Driiiik/ c Address: 1 -1 (01-1. I Li r3 f>r) Date Called: Special Instructions: / _ Date Wanted: I t 17 5 lo 6117t- Requester: Phone No: 204 - /goo INSPECTION RECORD Retain a copy with permit 1)0 7 -1 1/)c INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe tor: JDate: 1 c)c,c El $60.00 REINSPECTION FEE REQUI\RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Projects 6 4 (I t_O.� es Type of Inspection; Y • J � \ ��� �I�I Address: 5 S0 Y1. _-- /4c sr Date C Special Instructions: y, k Phone Date Wanted: /`m / ( —7A — de p.m. Requester: No — INSPECTION RECORD 00'1-407 Retain a copy with permit , INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Approved per applicable codes. OCorrections required prior to approval. COMMENTS: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: ,r /J7/ � r� 5 Type of Inspection: �DIo7/ Ads A/G gi S M9 S-f Date Called: Special Instructions: Date Wante : /j /3 `0 8 Requester: Phone No: 2--W — v /l ! Y CJ 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 -3 COMMENTS: 600 REINSPECTION FEE R UIRED. rior to inspection, fee must be d at 6300 Southcenter Blvd., uite 1 0. Call to schedule reinspection. 1 Re iptNo.: JDate: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tAhe n �/ ( A t SIYI /l l� �'f 4)( (Th () / /1 � �,, "L� <� I�1 1 �� /0",,,), � : 1 (i , /'-1 (-D:r- E1"e.A..d O v-1" / A4 ,Iv ' -1 -)) ( </(t`l, , 49 -- (.A-1( f-Fr ✓Z - :AI) G-c ;)) A s PI 5 dc5 e u (fie n( alp A i 6,3-e r ? t (0" t i F a. - C. ' tp ' . P i . - c L � 3 n a Prot 9 i Di � v j e � Type of —0,3 io i . A--eJ Address: 11. Date Called: Special Instructions: Date Wanted: ' I —(0 l � a.m. Kl c—p Requester: Phone Isa �� � 1900 Do 7-10 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 El Approved per applicable codes. Corrections required prior to approval. I lnspeor: U $60.00 REINSPECTION FEE REQUIREIi. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: (Date: I ( . v� Do 7-10 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 El Approved per applicable codes. Corrections required prior to approval. I lnspeor: U $60.00 REINSPECTION FEE REQUIREIi. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: (Date: I ( . v� COMMENTS: Type of Inspection: PU) F,ke Vr-tve- tdAst Arera4c—h tA.it (I J ce--1- e icke of 1.-p t o l e +11.e vie c+ (o -(--S` e e rpi- f+- / , e 40 a IZ" 54vrtr, P r () -e. (LAhnI, -, riyh4- 4)rot.I t 1 - F loo.tedl - F I00.I ok Project: S ioU' v (- 1oaie,5 Type of Inspection: PU) F,ke Address: S 148 S-f- Date Called: I n ei 101 r� Special Instructions: Date Wanted: Co 1 S° t ° 5 Requester: 6 - A r y Phone No: ` v ) El Approved per applicable codes. 1 GA 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 ❑ Corrections required prior to approval. (Inspector: IDate: o /o9 n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: Type of Inspection: si Address: ��j (/ tn yS' c �7 / Date Called: / /h/ � Spe al Instruct 11 �� i Gor(o_ Loll 6 l / h6u r hP� te l«c � � 7r )r1S C � � ". Date Wanted: iii 51 (4 Re quester: Phone No: ,11)10 c.7W - /vo hid INSPECTION RECORD Retain a copy with permit - yam/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .C - %11- r# (c -1 0 r1 5 v, ,-o p S 10 1�15'�alif per p(n.1 ! i✓4 . 'Inspector: 'nS Date: 'i_ k lcp 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: i 1 e S r Type of Inspection: Address: y6 95 5 /t/ S t Date Called: / /4 ' / 0 s- Special Instructions: a // (/ _ �) I �1 pi , p c 10 , {Wee �,.ti. G Date Wanted: it /off�J Fiii,i, Requester: , r Ph one No: 0204 ,z V V /JG v INSPECTION NO. INSPECTION RECORD Retain a copy with permit 'Inspector: T:S 'Date: Do 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: ' - 7) D wn sp o ce_4 A o, 0 r -�-o etck -('; l ( . II 7-SO El $60.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 1Date: '�.v��a•.'s` : ��' "s �s?.{�i,�ary�'fR.#g,;ti:`�°� H..,. Project:,..., , iv y k f-eS . Ty of Inspection: rc s; d-e,ti YNAL c . '04_ L Address: qe q s.-- Suite #: s I 4 c, 4-c, Contact Person: ( 9 - . ( i ) Permits: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 J -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 7..0 7 - 4 or PERMIT NUMBERS r7 Corrections required prior to approval. COMMENTS: 0-6( (V J Inspector: Date: G/ 2/0 Hrs.: 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 26 9S 4645 SOUTH 148TH STREET SCHROETER SURVEYING 206 - 242 -6621 AS MEASURED 4/27/10 3014 . 313.0' PEAK HEIGHT 296.9' BOTTOM OF FASCIA ELEVATION 276.0' GROUND ELEVATION © NORTHWEST HOUSE CORNER RECEIVED DEC 0 2 2010 PERMIT CENTER X01 - o 9 Tukwila City Bulletin W.S.E.C. Section 502.1.6 Moisture Control PERMIT NO. 1 U , Project A vapor retarder is a layer of material placed over the warm side of insulation to limit the transport of water and water vapor movement through exterior walls, ceilings and floors. To meet energy code requirements, vapor retarders need to be rated at not more than 1.0 perm dry cup or less. Components of a house that require a vapor retarder are: • Floors - Floors between heated and unheated spaces are required to have an installed vapor retarder. Floor decking of 3 A inch tongue and groove exterior plywood and exterior grade O.S.B. both meet the vapor retarder requirements. • Walls - Walls separating heated from unheated space are required to have an installed vapor retarder on the side (warm side in winter). • Ceilings - Ceilings where there is an average of less than 12 inches of ventilated area above the insulation, an installed vapor retarder is required. Construction documents shall specify the proposed method for providing a vapor retarder in each of the above building components. *Please check which type of insulation method will be used for the project and return this bulletin with the permit application. Recognized method are as follows: ❑ Kraft or Foil Faced Insulation: Facing material must be stapled directly to the face of the studs. (i.e. to 2x edges not the side of studs) 4 -Mil or thicker Polyethylene or craft faced material: Polyethylene of craft faced material hall be stapled to the framing, with seams overlapped 6- inches and taped. Electrical boxes and other penetrations to be tight fitted and sealed around openings. ❑ Vapor retarding paint: Vapor retarding paint listed to provide transmissivity of not more than 1.0 perm dry cup rating. (See Affidavit attached to bulletin) If vapor retarding paint is specified as a vapor retarder for walls and ceilings, the following conditions shall be required for the builder: 9 Complete Contractor's affidavit and submit with building permit application. (A form is included with the permit packet) 9 A red stamped copy of the affidavit shall remain with the permit at the4 ,an shall be kept available for building final inspection. CITY OF T /ILA Novo 1200 PERMIT CENTER Tukwila doc. A-001 Created on 10/19/2007 Revised FILE COPY RETURN THIS FORM WHEN COMPLETED FILE COPY Prer it No. Bruce S. MacVeigh, P.E. ^ �, ' � , • Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same Of Tukwila Subject: Infiltration Drainage Report, New Residence, 4645 S. 148th S B G DMSION T— (D07 -409) (Sidhu Homes) April 28, 2008 General. The purpose of this report is to evaluate the soils at the above single family residential site for infiltration and to provide sizing of an infiltration system to dispose of the collected runoff for the on -site driveway and for the roof. Soils Evaluated. This site is located approximately 150 feet east and down hill of a previously investigated and infiltration tested site. This previous site is the four lot short plat located at 4615 S. 148th Street. The percolation tests of the soils for the short plat indicated acceptable infiltration characteristics, with an infiltration rate of 8.89 min. /in. and a design rate of 17.78 min. /in. (with a safety factor of 2.0). The soils found at both sites was a sandy loam. An extract from the Tut for the short plat is attached. Extensive additional utility trenching immediately next (west) of the present site verified similar soils and lack of groundwater. The trenching, part of a sanitary sewer installation, extended south along the entire length of the present site, and ran to depths of senen to nine feet. The observation of the soils in the trench occurred in April, 2008. Trench Sizing Criteria and Calculations. The trench sizing will use a design infiltration rate of 30 min /in. instead of the 17.78 min. /in. used for the short plat. The system will be designed without overflow. The normal factor of 2.0 for this is accounted for in the design sizing from the short plat, and is thus included in the use of the more conservative design infiltration rate proposed. The design storm will be for a 25 year event. The sizing calculations will use the KCRTS method. Copy attached. CORRECTION KtVItVV� L, r�.�. CODE COMPLIANCE APPROVED NOV - 6 2008 RECEIVED SEP 19 2008 PERMIT CENT& The runoff for the driveway and the residence are from the following contributing areas: Driveway = 29' x 25' = 725 SF = 0.0166 ac. Roof (w /overhang) = 58' (avg.) x 66' (avg.) = 3,828 SF = 0.0879 ac. Total Due to accuracy limitations of the areas used in KCRTS for very small sites, a factor of ten will be used for the calculations, with the results reduced by a factor of ten, and then further broken down for the trenches for each of the contributing areas. Using the factor of ten, the attached calculations will use a 100 percent impervious surface for the contributing area of 1.045 ac. Trench Sizing Results. The calculations indicate a total length of 1,251.28 feet of 5 foot deep by 2 foot wide trench for the 1.045 ac. of contributing area, with the resulting trench area of 2,502.56 SF. The actual area for this site is then 250 SF (in round numbers). Reconfiguring trench areas and breaking down for the two different systems gives the final results: Driveway Trench: 5'D x 5'W x 8.0'L Roof Runoff Trench: 5'D x 10'W x 21.0'L Additional Information. The trenches must use the typical section and sump with outlet tee per the current 2005 KCSWM Manual, Appendix C, as shown of the resulting drainage plan. The erosion control measures will consist of the usual stablilized construction entrance and silt fencing per the same Appendix C. Questions relating to the above may addressed to this office. Bruce S. MacVeigh, P.E. Civil Engineer Project Engineer AXPIRES: 4/24/ e f 0.1045 ac. sidhu03 /03&7 a 7' 3 a 0 5 a. E W V cn T A � A 1` Cr) • C En z ° w W 0 W Q N ti O. /d S" A ?ca •.' Q.e /t/esl✓Iy = 0l66 /bdo4s .e .Q = 7% 7'5 Ti2 . w /2/2 Z , 5-03 ' ,D veE, y Xl0 ; 2 E. $`O sc Z _ Y1.75/ = 7. ? 5'' oo, ▪ o -o 8 7y10 , /0 4.5 d, 5 #/ Z/0 e 75 5 TR a L I '5 /tom i f I) / 7/?�itiec.y Avoie tip e� 0 , 5 L = 2 l6, z5" ! /O = 21, O Z S" $ 41 21,0 Flow Frequency Analysis Time Series File:sidhu4645.tsf Project Location:Sea -Tac - -- Annual Flow Rate (CFS) 0.253 0.223 0.309 0.260 0.309 0.271 0.379 0.494 Computed Peak Rank 7 8 3 6 4 5 2 1 Peaks Flow Rates-- - Time of Peak 2/09/01 1/05/02 12/08/02 8/26/04 10/28/04 1/18/06 10/26/06 1/09/08 2:00 16:00 18:00 2:00 16:00 16:00 0:00 6:00 Flow Frequency Analysis - - Peaks - Rank Return Prob Period 100.00 (CFS) 0.494 0.379 0.309 0.309 0.271 0.260 0.253 0.223 0.456 1 (2 25.0 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 2/7 R/D Facility Definition File Stage Discharge Storage Perm -Area (Ft) (CFS) (Cu -Ft) (Sq -Ft) 0.0000 0.000 0.0 0.0 0.0600 0.000 45.0 2502.6 0.1600 0.000 120.1 2502.6 0.2600 0.000 195.2 2502.6 0.3600 0.000 270.3 2502.6 0.4600 0.000 345.4 2502.6 0.5600 0.000 420.4 2502.6 0.6600 0.000 495.5 2502.6 0.7600 0.000 570.6 2502.6 0.8600 0.000 645.7 2502.6 0.9600 0.000 720.7 2502.6 1.0600 0.000 795.8 2502.6 1.1600 0.000 870.9 2502.6 1.2600 0.000 946.0 2502.6 1.3600 0.000 1021.0 2502.6 1.4600 0.000 1096.1 2502.6 1.5600 0.000 1171.2 2502.6 1.6600 0.000 1246.3 2502.6 1.7600 0.000 1321.4 2502.6 1.8600 0.000 1396.4 2502.6 1.9600 0.000 1471.5 2502.6 2.0600 0.000 1546.6 2502.6 2.1600 0.000 1621.7 2502.6 2.2600 0.000 1696.7 2502.6 2.3600 0.000 1771.8 2502.6 2.4600 0.000 1846.9 . 2502.6 2.5600 0.000 1922.0 2502.6 2.6600 0.000 1997.0 2502.6 2.7600 0.000 2072.1 2502.6 2.8600 0.000 2147.2 2502.6 2.9600 0.000 2222.3 2502.6 3.0600 0.000 2297.4 2502.6 3.1600 0.000 2372.4 2502.6 3.2600 0.000 2447.5 2502.6 3.3600 0.000 2522.6 2502.6 3.4600 0.000 2597.7 2502.6 3.5600 0.000 2672.7 2502.6 3.6600 0.000 2747.8 2502.6 3.7600 0.000 2822.9 2502.6 3.8600 0.000 2898.0 2502.6 3.9600 0.000 2973.0 2502.6 4.0600 0.000 3048.1 2502.6 4.1600 0.000 3123.2 2502.6 4.2600 0.000 3198.3 2502.6 4.3600 0.000 3273.4 2502.6 4.4600 0.000 3348.4 2502.6 4.5600 0.000 3423.5 2502.6 4.6600 0.000 3498.6 2502.6 4.7600 0.000 3573.7 2502.6 4.8600 0.000 3648.7 2502.6 4.9600 0.000 3723.8 2502.6 0.000 3753.8 2502.6 5.1000 0.308 3753.8 2502.6 3/7 5.2000 5.3000 5.4000 5.5000 5.6000 5.7000 5.8000 5.9000 6.0000 6.1000 6.2000 6.3000 6.4000 6.5000 6.6000 6.7000 6.8000 6.9000 7.0000 0.871 1.60 2.39 2.67 2.93 3.16 3.38 3.59 3.78 3.97 4.14 4.31 4.47 4.63 4.78 4.93 5.07 5.21 5.35 3753.8 3753.8 3753.8 3753.8 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 3753.9 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 2502.6 0 00 Base Facility Elevation inutes /Inch: Average Perm -Rate 64 Facility Type 5.0000 Depth (ft) 0.00000 Slope - Horizontal Component - 1.00000 Tank Diameter /Rise (ft) 0 Number of Orifices 5.00000 Riser Head (ft) f� 12.0000 Riser Diameter (in) F Bottom Permeable (logical) F Sides Permeable (logical) F Notched riser (logical) T Triangular Notch (logical) - 1.00000 Notch width (in) - 1.00000 Notch angle (degrees) (specif riser ouflow rating curve filename Facility Length (ft) Facility Bottom Area (sq ft) 1 Primary Hydrograph sidhu4645.tsf Hydrograph & inflow TS file rdout.tsf outflow TS file 7 Year 2408 Hour - 0.999990E +15 Target peak discharge rate 5 Year 2637 Hour 0.00000 Target peak discharge rate 0 Year 3163 Hour - 0.999990E +15 Target peak discharge rate 6 Year 1303 Hour - 0.999990E +15 Target peak discharge rate 2 Year 3586 Hour - 0.999990E +15 Target peak discharge rate 4 Year 4/7 667 Hour - 0.999990E +15 Target peak discharge rate 3 Year 7899 Hour - 0.999990E +15 Target peak discharge rate 1 Year 2321 Hour - 0.999990E +15 Target peak discharge rate 1 Iteration Starting Menu selection 2 Iteration Starting Window 2 Iteration Final Window - 100.000 Orifice height (ft) 6.00000 Orifice diameter (in) - 9999.00 Orifice discharge (cfs) - 100.000 Orifice height (ft) 6.00000 Orifice diameter (in) - 9999.00 Orifice discharge (cfs) - 100.000 Orifice height (ft) 6.00000 Orifice diameter (in) - 9999.00 ' Orifice discharge (cfs) - 1.00000 Notch height T Create Document File T Calculate Peaks F View Peaks T Notify when peak dates change F Plot Peaks F Calculate Duration F view durations F Plot Duration F Plot Peak Stage F Plot Duration Stage (specify) Peak file 1 (specify) Duration file 1 (specify) Peak file 2 (specify) Duration file 2 (specify) Peak file 3 (specify) Duration file 3 (specify) Peak file 4 (specify) Duration file 4 F Calculate Volume 10/ 1/ 0 0:00 Volume Start Date 10/30/ 0 23:00 Volume End Date F Calculate D/S Compliance dsout.tsf D/S Compliance OutPut file (specify) D/S Tributary file (specify) Reservoir file 0.00000 D/S Compliance Lag F POC is discharge compliance (else stage) s /-7 Bruce S. MacVeigh, P.E. Civil Engineer/Smell Site Geotechnical • 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same March 22, 2007 (Revision) Subject: Technical Information Report (TIR) for Sidhu Homes, Inc. 4 -Lot Short Plat, 4615 S.:148th Street, Tukwila, WA 98168 Table of Contents: Project Overview Conditions and Requirements Summery Off Site Analysis Flow Control and Water Quality Facility Analysis and Design Conveyance System Analysis and Design Special Reports and Studies Other Permits ESC Analysis and Design Bond Quantities Operations Manual Project Overview: The proposed project will create a total of four single family residential building lots. A new 20 foot wide paved private road to serve the four future residences will be constructed along the east'slde of the property to allow access. Several recent changes in the layout of the site improvements are the reason for this revised edition of the report. The reason for these changes is to allow a possible continuation of the road to serve the adjacent property to the east in the future. A new continuation in the width of the pavement to the west of 13 feet will allow for an eight foot parking strip and a five foot wide walkway area. This will result in a total paved width of 33 feet. Also, the turnaround has been eliminated. In addition to the above changes, a graveled extension of the south end of the road to the east onto the adjacent property is shown on the revised. plan. The existing lot is approximately 126 feet wide east-west and approximately 238 feet north - south, with an area of 0.69 acres. The site is located on the south side of S. 148th Street in the 4600 block in Tukwila, Washington. The existing residence and associated lawn area is located at the north central end of the parcel, and is to be replaced. G/7 The existing site slopes to the east across the frontage, with a relatively uniform down slope to the north of typically about 2 to 5 percent. Site cross slopes to the east va� Itt ad storm drainage system will also collect flows from the roofs and the new residences. This is because suitable soils for infiltration were only .1 the mid and south portions of the site. The system addressed in this evaluation 4150 infiltrate the private road and incidental on -site and off- site lawn areas. The .oils on -site have been percolation tested and been found suitable. All flows from vehicular areas will pass through catch basins with tees prior to entering the private road infiltration trench located in the central area of the private road. The system is designed and sized based on Small Site Criteria, and KCRTS infiltration calculations. 7 /7 fling around the existing house allows lawned access to the e area east and downhill from the site is meadow/lawn around Conditions and Requirements Summery: The infiltration trench is sized for a 25 -year storm event, with overflow into a formal dispersion trench, and a safety factor of 2.0 applied to the field measured percolation rate, in order to meet the intent of Level 2 control guidelines in the KCSWM Manual. Runoff from the new private road, house roof and driveway impervious areas will be retained and infiltrated using KCRTS methodology, with construction standards given in Appendix C of the Manual. Storm calculations are attached. These calculations reflect the above mentioned changes in site impervious areas. The soils in the north portion of the site were found to not percolate well, with a measured rate of 120 minutes per inch. The soils in the mid and south portions had measured rates of 7.06 and 8.89 minutes per inch respectively. Since the proposed area of the trench will be in the mid to south portions, the slower of the two rates is used, that is 8.89 minutes per inch. Due to the variability of soil found on site and in the neighborhood in general, an additional safety factor of 2.0 (as mentioned above) will be further applied for design purposes. The resulting design infiltration rate is 17.78 Ett"'"' minutes per inch. ' The exact impervious areas of the new houses is not known. For calculation purposes, conservative roof areas of 2,500 SF will be used, with an additional 500 SF per driveway. The existing impervious area on the site is 10,411 SF. This will all be removed. The calculated new impervious surface will be 19,724 SF. The result will be a net increase of impervious surface of 9,313 SF, less than the 10,000 SF triggering the dreaded Full Drainage Review. Post development water quality.factors will include the 6 inch tees in all catch basins prior to water reaching the infiltration trench. Ei P +1( 1 October 28, 2007 City of Tukwila Attn: Building Plans Examiner Dear Sir: FILE COPY r e -.., Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same Subject: Re -Issue of Residential House Plans and Calculations, Plan #DD07- 4270 -P4 (Previous Issue Plan #DD06- 3656 -P2) Submitted with this letter are residential house plans and calculations previously submitted and approved by the City of Tukwila. The plans have been re- drafted and improved from the previous use, which was under Building Permit #D06 -231. Having reviewed the improved plans, it was noted that some very small changes in building layout have been made. Comparison with the previous plans indicates that these changes do not substantially affect the previous calculations. The shear walls and hold downs for the current submittal are unchanged from the earlier plan. While we realize the current submittal requires its own attention and review, it is hoped that the above information is helpful. Should questions arise, please feel free to contact this office. Bruce S. MacVeigh, P.E. Civil Engineer 4/24/D 2e ae REVIEWvtu rUK CODE COMrPLIANCE APPROVED NOV - 6 2000 ukwila DIVISION CITY OF TUKW(L_q NOV 01 2007 PERMIT CENTER t D L 1O1 Prepared by: Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 (206) 242 -7665 Fax: Same DESIGN CALCULATIONS Residential Structural Design New Single Family Residence Tukwila, WA Plan #DD07- 4270 -P4 Client: Sidhu Homes Attn: Gary Singh (206) 948 -0192 4/24/ O 9 7�3 Ucc? 7 WoodWorks® Shearwalls 2002 presher02B.wsr Jun. 14, 2006 11:05:22 COMPANY STORY INFORMATION Ceiling Level 2 Level 1 Foundation Elevation(ft] 23.50 13.67 2.83 2.00 BLOCK INFORMATION Block:Block 1 2 Stories Location[ft]: 0.00 North Extent[ft]: 30.00 South Ridge Loc[ft]: 0.00 East Ridge Elev[ft]: 17.90 West BLOCK INFORMATION Block:Block 2 2 Stories Location[ft]: 6.00 North Extent[ft]: 10.00 South Ridge Loc[ft]: 6.00 East Ridge Elev[ft]: 3.75 West MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners: Grp Surf Material Thickness Or Size Type SS incl. OSB 7/16 Vert 8d Nail SS incl. OSB 7/16 Vert 8d Nail SS incl. OSB ? Vert ? Nail SS incl. OSB 7/16 Vert 8d.Nai1 STRUCTURAL DATA PROJECT Floor /Ceiling Wall Building Story Depth[in] Height[ft] Mass[lbs] Shear[lbs] 10.0" 10.0" 9.00 57743 10.0" 10.00 54833 Totals: 112575 7429 3829 11258 ROOF PANELS Overhang Mass Type Slope [ft] [lbs] Side 30.0 1.00 0 Side 30.0 1.00 0 Gable 90.0 0.33 5548 Hip 60.0 0.33 0 ROOF PANELS Overhang Mass Type Slope [ft] Elba] Side 8.1 1.00 0 Side 8.1 1.00 0 Gable 90.0 0.56 985 Gable 90.0 1.00 985 BLOCK INFORMATION ROOF PANELS Overhang Mass Block:Block 3 2 Stories Type Slope [ft] [lbs] Location(ft]: 0.00 North Side 30.0 1.00 0 Extent[ft]: 13.50 South Side 30.0 1.00 0 Ridge Loc[ft]: 0.00 East Hip 70.0 0.21 0 Ridge Elev[ft]: 16.89 West Gable 90.0 0.21 4940 DESIGN SETTINGS Design Code: IBC Wind Capacity Increase: Shear = 1.40; C &C Panels = 1.50; Withdrawal = 1.60 Wind: Sheathing capacities At added together Seismic: Use greater of strongest or twice weakest sheathing capacities. Seismic Load Reduction Factor = 0.70 Shearwall Relative Rigidities based on Flexible Design Holddown Forces based on Applied Force Max Shearwall Offset: Plan = 4.00'; Elevation = 1.67'; Height to Width Ratio = 3.50 SITE INFORMATION IBC Occupancy: Category I; ASCE Equivalent - Category II WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph Exposure C; Enclosed building SEISMIC: ASCE -7 98 Equivalent Lateral Force Procedure Use Group I; Seismic Design Category D; Site profile class D Spectral response accelerations Si - 0.400g, Ss = 0.750g Fundamental period T: T used = 0.200s; Approximate TA = 0.2006; Maximum T = 0.339s Reliabiliy factor rho = 1.00; Response modification factor R = 6.00 Spacing[in] Edge Field Blkg 2 6 yes 4 6 yes ? ? yes 4 6 yes Framing Members [in] Apply Species G Spacing Notes Hem -Fir 0.43 24 1,2 Hem -Fir 0.43 24 1 Hem -Fir 0.43 ? Hem -Fir 0.43 24 1 1 Both 2 Ext 3 Ext 4 Both Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN presher02B.wsw level %d 1 of 2 -15' -10' I -1 A -1 WoodWorks® Shearwalls 2002 —40' 35' E -1 - -30' 25' 15' -10' 5' -5' -10' - -15' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' A -2 June 14, 2006 11:10:34 75' 65' - -60' 55' -- 50' 45' / /4/ WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN presher02B.wsw level %d 2 of 2 -15' -10' -5' 0' 5' 10' A -1 WoodWorks® Shearwalls 2002 15' A -2 20' 25' 30' 35' 40' 45' 50' 55' June 14, 2006 11:10:34 -80' 75' 70' 65' - -60' 55' 50' 45' -40' 35' 30' 25' 20' 15' 10' 5' 0' - -10' 1 60' 65' 70' Nip t- 2 / ` �/ presher02B.wsw level %d 1 of 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 56:6 ! ! 4 ! ! ! 4 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 4 ! ! C &C27.8/34:3 WoodWorks® Shearwalls 2002 36.2 38 cC24.1 /29.7C &C27.7/34.2 cXi ot`��7.8I s &C27.7/ 7t e9 7 7 lit tilt 1ff ft I ff1 fit flit if if ft lift i 130.9 130.9 130.9 June 14, 2006 11:10:34 -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' -- 80' 75' 70' 85' -60' 55' 50' 45' 35' 30' 25' 20' 15' 10' 0' -5' -10' -15' presher02B.wsw level %d:2 of 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 2002 In s C &C2'60/34.3 6� 0 U. 8 S S 0 - 11 11_- 111. _1 i_ _i. i...1.1 74.2 140.3 140.3 c% 24.1 /29.7C &C27.7/34.2 12.4.. . - 0 136.4 136.4 - 74.2; June 14, 2006 11:10:34 75' 0 -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' /P/ 70' 2. Framing at adjoining panel edges must be 3" nbminAl or wider with staggered nailing. SHEARLINE DIMENSIONS Name Level Wall Design Location [ft] Extent [ft] Full Height Group(s) X = Y = Start End Sheathing [ft] 1 0.00 0.00 62.00 1 2 0.00 0.00 62.00 50.00 2 2 0.00 0.00 62.00 47.00 2 30.00 0.00 62.00 1 2 30.00 0.00 62.00 31.50 2 2 30.00 0.00 62.00 34.00 3 40.00 0.00 6.00 1 4 40.00 0.00 58.50 6.00 2 2 40.00 0.00 58.50 6.00 4 53.50 0.00 58.50 1 2 53.50 0.00 58.50 53.00 2 2 53.50 0.00 58.50 39.00 A 0.00 0.00 53.50 1 1 0.00 0.00 53.50 6.00 2 2 0.00 0.00 53.50 17.00 B 6.00 30.60 40.00 1 3 6.00 0.00 53.50 0.00* 2 3 6.00 0.00 53.50 0.00* C 17.50 10.00 26.00 2 4 17.50 0.00 53.50 16.00 D 20.00 0.00 25.50 1 4 20.00 0.00 53.50 25.50 E 32.00 -33.50 10.00 53.50 1 1 33.50 0.00 53.50 9.50 2 2 32.31 0.00 53.50 34.50 F 34.50 -37.50 4.50 38.50 1 2 35.47 0.00 53.50 32.50 G 47.50 0.00 6.00 1 2 47.50 0.00 53.50 6.00 H 58.50 30.00 53.50 1 2 58.50 0.00 53.50 16.50 2 4 58.50 0 53.50 10.00 I 62.00 0.00 30.00 1 2 62.00 0.00 30.00 23.00 2 2 62.00 0.00 30.00 19.50 * WARNING - The shearwalls on this shearline and level do not have any segments between openings that satisfy the minimum height -to -width requirements LOADS WIND SHEAR LOADS Name Building Lev Profile Tributary Location(ft) Magnitude Wind Face Width[ft] From To [lbs,plf,psf] Direction Block 1 N Wall North 1 Line 0.00 30.00 130.9 Windward Block 1 N Wall North 1 Line 0.00 30.00 56.6 Leeward Block 1 N Wall North 2 Line 0.00 30.00 72.1 Windward Block 1 N Wall North 2 Line 0.00 30.00 29.2 Leeward Block 1 N Roof North 2 Line -0.33 10.33 0.0 -204.7 Leeward Block 1 N Roof North 2 Line -0.33 10.33 0.0 -68.2 Windward Block 1 N RoOf North 2 Line 10.33 30.33 204.7 Leeward Block 1 N Roof North 2 Line 10.33 30.33 68.2 Windward Block 1 E Wall East 1 Line 0.00 6.00 130.9 Windward Block 1 E Wall East 1 Line 58.50 62.00 130.9 Windward Block 1 E Wall East 1 Line 0.00 6.00 95.4 Leeward Block 1 E Wall East 1 Line 58.50 62.00 95.4 Leeward Block 1 E Wall East 2 Line 0.00 6.00 72.1 Windward Block 1 E Wall East 2 Line 58.50 62.00 72.1 Windward Block 1 E Wall East 2 Line 0.00 6.00 49.3 Leeward Block 1 E Wall EaSt 2 Line 58.50 62.00 49.3 Leeward Block 1 E Wall East 2 Line 0.00 31.00 0.0 -165.3 Leeward Block 1 E Wall East 2 Line 0.00 31.00 0.0 -262.4 Windward Block 1 E Wall East 2 Line 31.00 62.00 165.3 -0.0 Leeward Block 1 E Wall East 2 Line 31.00 62.00 262.4 -0.0 Windward Block 1 S Wall South 1 Line 0.00 30.00 130.9 Windward Block 1 S Wall South 1 Line 0.00 30.00 56.6 Leeward 3/ Block 1 N Wall North 2 27.8 34.3 Block 1 E Wall East 1 27.8 34.3 Block 1 E Wall East 2 27.8 34.3 BlOCk 1 S Wall SOuth 1 27.8 34.3 Block 1 S Wall South 2 27.8 34.3 Block 1 W Wall West 1 27.8 34.3 Block 1 W Wall West 2 27.8 34.3 Block 2 N Wall North 1 24.1 29.7 Block 2 N Wall North 2 24.1 29.7 BlOCk 2 S Wall South 1 24.1 29.7 Block 2 S Wall South 2 24.1 29.7 Block 3 N Wall North 1 27.7 34.2 Block 3 N Wall North 2 27.7 34.2 Block 3 E Wall East 1 27.7 34.2 Block 3 E Wall East 2 27.7 34.2 Block 3 S Wall South 1 27.7 34.2 Block 3 S Wall South 2 27.7 34.2 Block 3 W Wall West 1 27.7 34.2 Block 3 W Wall west 2 27.7 34.2 BUILDING MASSES Name Shear Level Profile Tributary LOCation[ft] Magnitude Line Width[ft] From To [lbs,plf,psf] Wall I -1 I 1 Line 0.00 30.00 100.0 Wall 2 -1 ' ' 2 1 Line 0.00 6.00 100.0 Wall A -1 A 1 Line 0.00 30.00 100.0 Wall 1 -1 1 1 Line 0.00 62.00 100.0 Wall H -1 H 1 Line 30.00 40.00 100.0 Wall B -1 B 1 Line 30.00 40.00 100.0 Wall H -2 H 1 Line 40.00 53.50 100.0 Wall 4 -1 4 1 Line 0.00 58.50 100.0 Wall A -2 A 1 Line 40.00 53.50 100.0 Wall 3 -1 3 1 Line 0.00 6.00 100.0 Wall 2 -3 2 1 Line 58.50 62.00 100.0 Floor D1 -E 3 1 Line 0.00 6.00 67.5 Floor D1 -W 4 1 Line 0.00 6.00 67.5 Floor D2 -E 1 1 Line 6.00, 58.50 267.5 Floor D2 -W 4 1 Line 6.00 58.50 267.5 Floor D3 -E 1 1 Line 58.50 62.00 150.0 Floor D3 -W 2 1 Line 58.50 62.00 150.0 Floor D4 -E 1 1 Line 0.00 6.00 150.0 Floor D4 -W 2 1 Line 0.00 6.00 150.0 Floor D1 -S A 1 Line 0.00 30.00 310.0 Floor D1 -N I 1 Line 0.00 30.00 310.0 Floor D2 -S B 1 Line 30.00 40.00 262.5 Floor D2 -N H 1 Line 30.00 40.00 262.5 Floor D3-S A 1 Line 40.00 53.50 292.5 Floor D3 - H 1 Line 40.00 53.50 292.5 Wall I -1 I 2 Line 0.00 30.00 90.0 Wall 2 -1 2 2 Line 0.00 6.00 90.0 Wall A -1 A 2 Line 0.00 30.00 90.0 Wall 1 -1 1 2 Line 0.00 62.00 90.0 Wall H -1 H 2 Line 30.00 40.00 90.0 Wall B -1 B 2 Line 30.00 40.00 90.0 Wall H -2 H 2 Line 40.00 53.50 90.0 Wall 4 -1 4 2 Line 0.00 58.50 90.0 Wall A -2 A 2 Line 40.00 53.50 90.0 Wall 3 -1 3 2 Line 0.00 6.00 90.0 Wall 2 -3 2 2 Line 58.50 62.00 90.0 Block 1 N Roof I 2 Line -0.33 30.33 320.0 Block 1 E Roof 2 2• Line -1.00 63.00 153.3 Block 1 S Roof A 2 Line -0.33 30.33 320.0 Block 1 W Roof 1 2 Line -1.00 63.00 153.3 Block 1 E Gable -S 2 2 Line 0.00 31.00 0.0 -179.0 Block 1 E Gable -N 2 2 Line 31.00 62.00 179.0 -0.0 Block 2 N Roof H 2 Line 29.00 40.56 272.5 Block 2 E ROOf 3 2 Line 5.00 59.50 55.6 Block 2 S Roof B 2 Line 29.00 40.56 272.5 Block 2 W Roof 2 2 Line 5.00 59.50 60.0 Block 2 E Gable -S 3 2 Line 6.00 32.25 0.0 -37.5 Block 2 E Gable -N 3 2 Line 32.25 58.50 37.5 -0.0 Block 1 S Wall South 2 Line 0.00 30.00 72.1 Windward Block 1 S Wall South 2 Line 0.00 30.00 29.2 Leeward Block 1 S Roof South 2 Line -0.33 10.33 0.0 -204.7 Leeward Block 1 S Roof South 2 Line -0.33 10.33 0.0 -68.2 Windward Block 1 S Roof South 2 Line 10.33 30.33 204.7 Leeward Block 1 S Roof South 2 Line 10.33 30.33 68.2 Windward Block 1 W Wall West 1 Line 0.00 62.00 130.9 Windward Block 1 W Wall West 1 Line 0.00 62.00 95.4 Leeward Block 1 W Wall West 2 Line 0.00 62.00 72.1 Windward Block 1 W Wall West 2 Line 0.00 62.00 49.3 Leeward Block 1 W Roof West 2 Line -1.00 31.00 0.0 -204.7 Leeward Block 1 W Roof West 2 Line -1.00 31.00 0.0 -204.7 Windward Block 1 W Roof West 2 Line 31.00 63.00 204.7 -0.0 Leeward Block 1 W Roof West 2 Line 31.00 63.00 204.7 -0.0 Windward Block 2 N Wall North 1 Line 30.00 40.00 130.9 Windward Block 2 N Wall North 1 Line 30.00 40.00 36.2 Leeward Block 2 N Wall North 2 Line 30.00 40.00 72.1 Windward Block 2 N Wall North 2 Line 30.00 40.00 18.7 Leeward Block 2 N Roof North 2 Line 29.00 40.56 32.3 Leeward Block 2 N Roof North 2 Line 29.00 40.56 -59.6 Windward Block 2 E Wall East 2 Line 6.00 32.25 0.0 -32.9 Leeward Block 2 E wall East 2 Line 6.00 32.25 0.0 -52.3 Windward Block 2 E Wall East 2 Line 32.25 58.50 32.9 -0.0 Leeward Block 2 E Wall East 2 Line 32.25 58.50 52.3 -0.0 Windward BlOCk 2 S Wall South 1 Line 30.00 40.00 130.9 Windward Block 2 S Wall South 1 Line 30.00 40.00 36.2 Leeward Block 2 S Wall South 2 Line 30.00 40.00 72.1 Windward Block 2 S Wall South 2 Line 30.00 40.00 18.7 Leeward Block 2 S Roof South 2 Line 29.00 40.56 32.3 Leeward Block 2 S Roof South 2 Line 29.00 40.56 -59.6 Windward Block 2 W Wall west 2 Line 6.00 32.25 0.0 -32.9 Leeward Block 2 W Wall West 2 Line 6.00 32.25 0.0 -52.3 Windward Block 2 W Wall West 2 Line 32.25 58.50 32.9 -0.0 Leeward Block 2 W wall west 2 Line 32.25 58.50 52.3 -0.0 Windward Block 3 N Wall North 1 Line 40.00 53.50 130.9 Windward Block 3 N Wall North 1 Line 40.00 53.50 38.0 Leeward Block 3 N Wall North 2 Line 40.00 .,53.50 72.1 Windward Block 3 N Wall North 2 Line 40.00 53.50 19.6 Leeward Block 3 N Roof North 2 Line 39.79 47.35 64.3 Windward Block 3 N Roof North 2 Line 39.79 47.35 192.9 Leeward Block 3 N Roof North 2 Line 47.35 53.71 192.9 -0.0 Leeward Block 3 N Roof North 2 Line 47.35 53.71 64.3 -0.0 Windward Block 3 E Wall East 1 Line 0.00 58.50 130.9 Windward Block 3 E Wall East 1 Line 0.00 58.50 95.1 Leeward Block 3 E Wall East 2 Line 0.00 58.50 72.1 Windward Block 3 E Wall East 2 Line 0.00 58.50 49.1 Leeward Block 3 E Roof East 2 Line -1.00 29.25 0.0 -192.9 Leeward Block 3 E Roof East 2 Line -1.00 29.25 0.0 -225.1 Windward Block 3 E Roof East 2 Line 29.25 59.50 192.9 -0.0 Leeward Block 3 E Roof East 2 Line 29.25 59.50 225.1 -0.0 windward Block 3 S Wall South 1 Line 40.00 53.50 130.9 Windward B1OCk 3 S Wall - South 1 Line 40.00 53.50 38.0 Leeward . Block 3 S Wall South 2 Line 40.00 53.50 72.1 Windward Block 3 S Wall South 2 Line 40.00 53.50 19.6 Leeward Block 3 S ROOf South 2 Line 39.79 47.35 64.3 Windward Block 3 S Roof South 2 Line 39.79 47.35 192.9 Leeward Block 3 S Roof South 2 Line 47.35 53.71 192.9 -0.0 Leeward Block 3 S Roof South 2 Line 47.35 53.71 64.3 -0.0 Windward Block 3 W Wall West 1 Line 0.00 6.00 130.9 Windward Block 3 W Wall West 1 Line 0.00 6.00 95.1 Leeward Block 3 W Wall West 2 Line 0.00 6.00 72.1 Windward Block 3 W Wall West 2 Line 0.00 6.00 49.1 Leeward Block 3 W Wall West 2 Line 0.00 29.25 0.0 -155.4 Leeward Block 3 W Wall west 2 Line 0.00 29.25 0.0 -246,8 Windward Block 3 W Wall West 2 Line 29.25 58.50 155.4 -0.0 Leeward Block 3 W Wall West 2 Line 29.25 58.50 246.8 -0.0 Windward WIND C &C LOADS Name Building Level • Magnitude [psf] Face Interior End Zone Block 1 N wall North 1 27.8 34.3 Block 2 W Gable -S 2 Block 2 W Gable -N 2 Block 3 N Roof H Block 3 E Roof 4 Block 3 S Roof A Block 3 W Roof 3 Block 3 W Gable -S 3 Block 3 W Gable -N 3 SEISMIC LOADS Name South 1 South 2 South 3 South 4 South 5 South 6 South 7 West 1 West 2 West 3 West 4 West 5 west 6 West 7 South 1 South 2 South 3 South 4 South 5 South 6 South 7 South 8 South 9 South 10 South 11 South 12 South 13 West 1 West 2 West 3 west 4 West 5 West 6 west 7 West 8 west 9 West 10 West 11 West 12 west 13 West 14 SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Grp. Dir. FHS 1 1 2 Both 50.00 2 2 BOth 47.00 2 1 2 Both 31.50 2 2 Both 34.00 3 1 4 Both 6.00 2 2 Both 6.00 4 1 2 Both 53.00 Building Lev Profile Face South South South South South South South West West West West West West West South South South South South South South South South South South South South West West West west West West west West West West West West • west West 2 Line 6.00 32.25 0.0 -37.5 2 Line 32.25 58.50 37.5 -0.0 2 Line 39.79 53.71 302.5 2 Line -1.00 59.50 69.6 2 Line 39.79 53.71 302.5 2 Line -1.00 59.50 69.6 2 Line 0.00 29.25 0.0 -168.9 2 Line 29.25 58.50 168.9 -0.0 WIND DESIGN FLEXIBLE DIAPHRAGM DESIGN Cumulative Shear Force V[lbs] Unit V /FHS[plf] 7218 116.4 144.4 4406 71.1 93.7 9486 153.0 301.1 5838 94.2 171.7 4572 78.2 762.0 2596 44.4 432.7 2848 48.7 53.7 Location[ft] Magnitude From To [lbs,plf,psf] 1 Line 0.00 30.00 39.6 1 Point 0.00 0.00 288 1 Line 30.00 40.00 34.9 1 Point 30.00 30.00 44 1 Line 40.00 53.50 37.9 1 Point 40.00 40.00 28 1 Point 53.50 53.50 272 1 Line 0.00 6.00 39.8 1 Point 0.00 0.00 202 1 Line 6.00 58.50 35.4 1 Point 6.00 6.00 46 1 Line 58.50 62.00 24.0 1 Point 58.50 58.50 109 1 Point 62.00 62.00 139 2 Line -0.33 0.00 57.6 2 Line 0.00 29.00 65.7 2 Point 0.00 0.00 251 2 Line 29.00 30.00 114.8 2 Line 30.00 30.33 114.8 2 Point 30.00 30.00 627 2 Line 30.33 39.79 57.2 2 Line 39.79 40.00 111.7 2 Line 40.00 40.56 111.7 2 Point 40.00 40.00 558 2 Line 40.56 53.50 62.6 2 Line 53.50 53.71 54.5 2 Point 53.50 53.50 237 2 Line -1.00 0.00 40.2 2 Point 0.00 0.00 176 2 Line 0.00 5.00 56.4 -61.6 2 Line 5.00 6.00 72.0 -73.0 2 Point 6.00 6.00 41 2 Line 6.00 29.25 64.9 -95.1 2 Line 29.25 31.00 95.1 -95.5 2 Line 31.00 32.25 95.5 -94.5 2 Line 32.25 58.50 94.5 -60.5 2 Point 58.50 58.50 95 2 Line 58.50 59.50 60.5 -60.0 2 Line 59.50 62.00 37.0 -35.7 2 Line 62.00 63.00 27.6 2 Point 62.00 62.00 122 Shear Capacity [plf] Response Inter Exter Perf Total V /FHS /Tot 462.2 1.00 462.2 0.31 462.2 1.00 462.2 0.20 462.2 1.00 462.2 0.65 462.2 1.00 462.2 0.37 462.2 462.2 1.00 924.4 0.82 462.2 1.00 462.2 0.94 462.2 1.00 462.2 0.12 U!E 2 2 Both 39.00 - A 1 1 E - >W 6.00 2 2 E - >W 17.00 C 2 4 E - >W 16.00 D 1 4 E - >W 25.50 E 1 1 E - >W 9.50 2 2 E - >W 34.50 F 1 2 E ->W 32.50 G 1 2 E - >W 6.00 H 1 2 E - >W 16.50 2 4 E - >W 10.00 I % E ->W 23.00 2 2 E ->W 19.50 * WARNING design capacity 1707 7948 3248 10271 12981 18234 16484 1584 2606 7906 6266 653 257 has been 29.2 148.6 60.7 192.0 242.6 340.8 308.1 29.6 48.7 147.8 117.1 43.8 1324.6 191.1 641.9 509.1 1919.4 477.8 48.7 434.3 479.2 626.6 21.8 28.4 8.6 13.2 exceeded. 781.2 462.2 462.2 781.2 462.2 SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Group Location Start End Sheathing Factor 1 -1 1 I 2 0.00 0.00 62.00 50.00 1 00 Opening 1 23.00 27.00 Opening 2 33.00 36.00 Opening 3 42.00 47.00 1 -1 2 I 2 0.00 0.00 62.00 47.00 1.00 Opening 1 22.00 27.50 Opening 2 35.00 38.00 Opening 3 39.00 44.50 2 -1 1 I 2 30.00 0.00 6.00 6.00 1.00 2 -2 1 I 2 30.00 6.00 28.00 22.00 1.00 2 -3 1 I 2 30.00 58.50 62.00 3.50 1.00 2 -1 2 I 2 30.00 0.00 6.00 6.00 1.00 2 -2 2 I 2 30.00 34.00 58.50 24.50 1.00 2 -3 2 I 2 30.00 58.50 62.00 3.50 1.00 3 -1 1 I 4 40.00 0.00 6.00 6.00 1.00 3 -1 2 I 2 40.00 0.00 6.00 6.00 1.00 4 -1 1 I 2 53.50 0.00 58.50 53.00 1.00 Opening 1 29.00 32.00 Opening 2 51.50 54.00 4 -1 2 I 2 53.50 0.00 58.50 39.00 1.00 Opening 1 6.00 10.50 Opening 2 18.00 29.00 Opening 3 37.00 41.00 A -1 1 I 1 0.00 0.00 30.00 3.00 1.00 Opening 1 1.00 9.00 Opening 2 12.00 28.00 A -2 1 I 1 0.00 40.00 53.50 3.00 1.00 Opening 1 42.50 50.50 A -1 2 I 2 0.00 0.00 30.00 17.00 1.00 Opening 1 1.00 5.00 Opening 2 14.00 22.00 A -2 2 I 2 0.00 40.00 53.50 0.00 1.00 Opening 1 40.50 43.00 Opening 2 45.00 53.00 C -1 2 I 4 17.50 10.00 26.00 16.00 1.00 0 -1 1 I 4 20.00 0.00 25.50 25.50 1.00 E -1 1 I 1 33.50 44.00 53.50 9.50 1.00 E -1 2 I 2 32.00 10.00 24.00 14.00 1.00 E -2 2 I 2 32.50 30.00 53.50 20.50 1.00 Opening 1 30.00 33.00 F -1 1 I 2 34.50 4.50 26.50 22.00 1.00 F -2 1 I 2 37.50 28.00 38.50 10.50 1.00 G -1 1 I 2 47.50 0.00 6.00 6.00 1.00 H -1 1 I 2 58.50 30.00 40.00 3.00 1.00 Opening 1 33.00 39.00 H -2 1 I 2 58.50 40.00 53.50 13.50 1.00 H -1 2 I' 4 58.50 30.00 40.00 10.00 1.00 H -2 2 I 4 58.50 40.00 53.50 0.00 1.00 Opening 1 42.00 51.00 I -1 1 I 2 62.00 0.00 30 23.00 1.00 Opening 1 10.00 14.00 Opening 2 19.00 22.00 462.2 1.00 462.2 78112 1.00 1562.4 462.2 1.00 462.2 462.2 1.00 924.4 462.2 1.00 924.4 781.2 1.00 1562.4 462.2 1.00 462.2 462.2 1.00 462.2 462.2 1.00 462.2 462.2 1.00 462.2 462.2 1.00 924.4 462.2 1.00 462.2 462.2 1.00 462.2 Shear [lbs] Opening [ft] Force Capacity Width Height 7218 23110 4406 21724 1807 2773 6625 10169 1054 1618 1030 2773 4207 11324 601 1618 4572 5547 2596 2773 2848 24497 3.00 2.00 2.50 7.00 1707 18026 4.50 7.00 11.00 7.00 4.00 7.00 3974 4687 8.00 7.00 16.00 7.00 3974 4687 8.00 5.00 3248 7858 4.00 4.00 8.00 7.00 0 0 2.50 7.00 8.00 7.00 10271 12981 18234 6689 9795 1072 512 2606 1438 6469 6266 0 14791 23573 14843 6471 9475 10169 4853 2773 1387 6240 9244 0 653 10631 4.00 3.00 5.00 5.50 3.00 5.50 0.09 0.85 0.41 0.69 A 1 1‹:; 0.55 1.23* 1.03* 0.11 0.94 1.04* 0.68 0.06 0.03 3.00 3.00 5.00 7.00 2.00 7.00 3.00 7.00 6.00 5.00 9.00 7.00 4.00 3.00 3.00 2.00 vt"- I -1 2 I 2 62.00 0.00 30.00 19.50 1.00 257 9013 Opening 1 1.00 5.00 Opening 2 15.00 20.50 4.00 4.00 5.50 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location (ft] Wall Position on Wall Holddown Force [ibs] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[ibs] 1 0.00 0.00 Line 1 Vert. Element 2287 2287 1 0.00 22.00 Line 1 Vert. Element 844 844 1 0.00 23.00 Line 1 Vert. Element 1444 1444 643 1 0.00 27.00 Line 1 Vert. Element 1444 1444 177 1 0.00 27.50 Line 1 Vert. Element 844 844 1 0.00 33.00 Line 1 Vert. Element 1725 1725 345 1 0.00 36.00 Line 1 Vett. Element 2006 2006 5 1 0.00 42.00 Line 1 Vert. Element 1865 1865 163 1 0.00 47.00 Line 1 Vert. Element 1865 1865 419 1 0.00 62.00 Line 1 Vert. Element 2287 2287 1 30.00 0.00 Line 2 Vert. Element 4557 4557 1 30.00 6.00 Line 2 Vert. Element 7568 7568 1 30.00 28.00 Line 2 Vert. Element 3011 3011 4148 1 30.00 34.00 Line 2 Vert. Element 1545 1545 1 30.00 58.50 Line 2 Vert. Element 6102 6102 518 1 30.00 62.00 Line 2 Vert. Element 4557 4557 1 40.00 0.00 Line 3 Vert. Element 11514 11514 1 40.00 '6.O0 Line 3 Vert. Element 11514 11514 4103 1 53.50 0.00 Line 4 vett. Element 931 931 1 53.50 6.00 Line 4 Vert. Element 394 394 1 53.50 10.50 Line 4 Vert. Element 394 394 1 53.50 18.00 Line 4 Vert. Element 394 394 1 53.50 29.00 Line 4 Vert. Element 931 931 146 1 53.50 32.00 Line 4 Vert. Element 537 537 0 1 53.50 37.00 Line 4 Vert. Element 394 394 1 53.50 41.00 Line 4 Vert. Element 394 394 1 53.50 51.50 Line 4 Vert. Element 537 537 99 1 53.50 54.00 Line 4 Vert. Element 537 537 23 1 53.50 58.50 Line 4 Vert. Element 931 931 1 1.00 0.00 Line A Vert. Element 860 860 1 9.00 0.00 Line A vert. Element 14106 14106 1337 1 12.00 0.00 Line A Vert. Element 15396 15396 2191 1 28.00 0.00 Line A Vert. Element 1290 1290 1 30.00 0.00 Line A Vert. Element 1720 1720 1 50.50 0.00 Line A Vert. Element 13246 13246 3528 1 53.50 0.00 Line A Vert. Element 13246 13246 1 10.00 17.50 Line C Vert. Element 5778 5778 1 26.00 17.50. Line C Vert. Element 5778 5778 1 0.00 20.00 D -1 Left Wall End 5091 5091 1 25.50 20.00 D -1 Left Wall End 5091 5091 6794 1 10.00 32.00 Line E Vert. Element 4300 4300 1 24.00 32.00 Line E Vert. Element 4300 4300 1 33.00 32.00 Line E Vert. Element 4300 4300 1 44.00 32.00 Line E Vert. Element 19194 19194 1 53.50 32.00 Line E Vert. Element 23494 23494 1 44.00 33.50 E -1 Left Wail End 14996 1 4.50 34.50 F -1 Left Wall End 487 487 133 1 26.50 34.50 F -1 Left Wall End 487 487 288 1 28.00 34.50 F -1 Left Wall End 487 487 1 38.50 34.50 F -1 Left Wall End 487 487 1 28.00 37.50 F -2 Left Wall End 243 1 38.50 37.50 F -2 Right wall End 444 1 0.00 47.50 G -1 Left Wall End 4343 4343 1 6.00 47.50 G -1 Left Wall End 4343 4343 2314 1 30.00 58.50 Line H Vert. Element 10431 10431 4433 1 33.00 58.50 Line H Vert. Element 4792 4792 3439 1 40.00 58.50 Line H Vert. Element 10431 10431 1 53.50; 58.50 Line H Vert. Element 4792 4792 1 39.00 58.50 H -i Right Opening 1 4326 1 0.00 62.00 Line I Vert. Element 284 284 1 5.00 62.00 Line I Vert. Element 119 119 1 10.00 62.00 Line I Vert. Element 284 284 66 1 14.00 62.00 Line I Vert. Element. 284 284 21 1 15.00 62.00 Line I vert. Element 119 119 1 19.00 62.00 Line I Vert. Element 343 343 12 1 22.00 62.00 Line I Vert. Element 343 343 53 1 30.00 62.00 Line I Vert. Element 403 403 2 0.00 0.00 1 -1 Left wall End 844 844 2 0.00 22.00 1 -1 Left Wall End 844 844 499 2 0.00 27.50 1 -1 Left Wall End 844 844 108 2 0.00 35.00 1 -1 Left wall End 844 844 278 2 0.00 44.50 1 -1 Left Wall End 844 844 397 2 0.00 62.00 1 -1 Left Wall End 844 844 2 30.00 0.00 2 -1 Left Wall End 1545 1545 2 30.00 6.00 2 -1 Left Wall End 1545 1545 465 2 30.00 34.00 2 -i Left Wall End 1545 1545 2171 2 30.00 58.50 2 -1 Left Wall End 3091 3091 2 30.00 62.00 2 -1 Left Wall End 1545 1545 2 40.00 0.00 3 -1 Left Wall End 3894 3894 2 40.00 6.00 3 -1 Left wall End 3894 3894 2330 2 53.50 0.00 4 -1 Left Wall End 394 394 2 53.50 6.00 4 -1 Left Wall End 394 394 88 2 53.50 10.50 4 -1 Left Wall End 394 394 44 2 53.50 18.00 4 -1 Left Wall End 394 394 66 2 53.50 29.00 4 -i Left Wall End 394 394 255 2 53.50 37.00 4 -1 Left Wall End 394 394 139 2 53.50 41.00 4 -1 Left Wall End 394 394 255 2 53.50 58.50 4 -1 Left Wall End 394 394 2 5.00 .0.00 A -1 Right Opening 1 1720 1720 304 2 14.00 0.00 A -1 Right Opening 1 1720 1720 870 2 22.00 0.00 A -1 Right Opening 1 1720 1720 384 2 30.00 0.00 A -i Right Opening 1 1720 1720 1427 2 10.00 17.50 C -1 Left Wall End 5778 5778 1920 2 26.00 17.50 C -1 Left Wall End 5778 5778 5280 2 10.00 32.00 E -1 Left Wall End 4300 4300 3081 2 24.00 32.00 E -1 Left Wall End 4300 4300 706 2 33.00 32.00 E -1 Left wall End 4300 4300 2 53.50 32.00 E -1 Left Wall End 4300 4300 2 30.00 58.50 H -1 Left Wall End 5639 5639 3513 2 40.00 58.50 H -1 Left wall End 5639 5639 2 42.00 58.50 H -2 Left Opening 1 2600 2 5.00 62.00 I -1 Right Opening 1 119-' 119 43 2 15.00 62.00 I -1 Right Opening 1 119 119 3 2 20.50 62.00 I -1 Right Opening 1 119 119 44 2 30.00 62.00 I -1 Right Opening 1 119 119 SHEAR RESULTS by SHEARLINE Line Lev wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. FHS V[lbs] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /Tot 1 1 2 Both 50.00 9779 157.7 195.6 462.2 1.00 462.2 0.42 2 2 Both 47.00 6009 96.9 127.8 462.2 1.00 462.2 0.28 2 1 2 Both 31.50 5183 83.6 164.5 462.2 1.00 462.2 0.36 2 2 Both 34.00 3948 63.7 116.1 462.2 1.00 462.2 0.25 3 1 4 BOth 6.00 1960 33.5 326.6 462.2 462.2 1.00 924.4 0.35 2 2 Both 6.00 709 12.1 118.1 462.2 1.00 462.2 0.26 4 1 2 Both 53.00 8565 146.4 161.6 402.2 1.00 462.2 0.35 2 2 Both 39.00 4709 80.5 120.7 462.2 1.00 462.2 0.26 A 1 1 E ->W 6.00 7358 137.5 1226.3 781.2 781.2 1.00 1562.4 0.78 2 2 E ->W 17.00 6116 114.3 359.7 462.2 1.00 462.2 0.78 C 2 4 E - >W 16.00 10445 195.2 652.8 462.2 462.2 1.00 924.4 0.71 D 1 4 E - >W 25.50 16110 301.1 631.8 462.2 462.2 1.00 924.4 0.68 E 1 1 E ->W 9.50 9190 171.8 967.4 781.2 781.2 1.00 1562.4 0.62 2 2 E - >W 34.50 10288 192.3 298.2 462.2 1.00 462.2 0.65 F 1 2 E ->W 32.50 9301 173.8 286.2 462.2 1.00 462.2 0.62 G 1 2 . E ->W 6.00 1717 32.1 286.1 462.2 1.00 462.2 0.62 H 1 2 E ->W 16.50 4720 88.2 286.0 462.2 1.00 462.2 0.62 2 4' E - >W 10.00 5974 111.7 597.4 462.2 462.2 1.00 924.4 0.65 I 1 2 E ->W 23.00 6579 219.3 286.0 462.2 1.00 462.2 0.62 2 2 E - >W 19.50 5829 104.3 298.9 462.2 1.00 462.2 0.65 SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] RIGID DIAPHRAGM DESIGN Full Height Perf Shear [lbs] Opening [ft] 1 -1 1 Opening 1 Opening 2 Opening 3 1 -1 2 Opening Opening Opening 2 -1 1 2 -2 1 2 -3 1 2 -1 2 2 -2 2 2 -3 2 3 -1 1 3 -1 2 4 -1 1 Opening Opening 4 -1 2 Opening Opening Opening A -1 1 Opening Opening A -2 1 Opening A -1 2 Opening Opening A -2 2 Opening Opening C -1 2 D -1 1 E -1 1 E -1 2 E -2 2 Opening F -1 1 F -2 1 G -1 1 H -1 1 Opening H -2 1 H -1 2 H -2 2 I Opening 1 I -1 1 I Opening 1 Opening 2 I -1 2 I Opening 1 Opening 2 Group Location Start End Sheathing Factor I 2 0.00 0.00 62.00 50.00 1.00 23.00 27.00 33.00 36.00 42.00 47.00 I 2 0.00 0.00 62.00 47.00 1.00 1 22.00 27.50 2 35.00 38.00 3 39.00 44.50 I 2 30.00 0.00 6.00 6.00 1.00 987 I 2 30.00 6.00 28.00 22.00 1.00 3620 I 2 30.00 58.50 62.00 3.50 1.00 576 I 2 30.00 0.00 6.00 6.00 1.00 697 I 2 30.00 34.00 58.50 24.50 1.00 2845 I 2 30.00 58.50 62.00 3.50 1.00 406 I 4 40.00 0.00 6.00 6.00 1.00 1960 I 2 40.00 0.00 6.00 6.00 1.00 709 I 2 53.50 0.00 58.50 53.00 1.00 8565 1 29.00 32.00 2 51.50 54.00 I 2 53.50 0.00 58.50 39.00 1.00 4709 1 6.00 10.50 2 18.00 29.00 3 37.00 41.00 I 1 0.00 0.00 30.00 3.00 1.00 3679 4687 1 1.00 9.00 2 12.00 28.00 I 1 0.00 40.00 53.50 3.00 1.00 3679 4687 1 42.50 50.50 I 2 0.00 0.00 30.00 17.00 1.00 6116 7858 1 1.00 5.00 2 14.00 22.00 I 2 0.00 40.00 53.50 0.00 1.00 0 0 1 40.50 43.00 2 45.00 53.00 I 4 17.50 10.00 26.00 16.00 1.00 10445 14791 I 4 20.00 0.00 25.50 25.50 1.00 16110 23573 I 1 33.50 44.00 53.50 9.50 1.00 9190 14843 I 2 32.00 10.00 24.00 14.00 1.00 4175 6471 I 2 32.50 30.00 53.50 20.50 1.00 6113 9475 1 30.00 33.00 I 2 34.50 4.50 26.50 22.00 1.00 6296 10169 I 2 37.50 28.00 38.50 10.50 1.00 3005 4853 I 2 47.50 0.00 6.00 6.00 1.00 1717 2773 I 2 58.50 30.00 40.00 3.00 1.00 858 1387 1 33.00 39.00 I 2 58.50 40.00 53.50 13.50 1.00 3862 6240 I 4 58.50 30.00 40.00 10.00 1.00 5974 9244 4 58.50 40.00 53.50 0.00 1.00 0 0 42.00 51.00 2 62.00 0.00 30.00 23.00 1.00 6579 10631 10.00 14.00 19.00 22.00 2 62.00 0.00 30.00 19.50 1.00 5829 9013 1.00 5.00 15.00 20.50 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall x Y or Opening 1 0.00 0.00 Lille 1 Vert. Elemeht 1 0.00 22.00 Line 1 Vert. Element 1 0.00 23.00 Line 1 Vert. Element 1 0.00 27.00 Line 1 Vert. Element 1 0.00 27.50 Line 1 Vert. Element 1 0.00 33.00 Line 1 Vert. Element 1 0.00 36.00 Line 1 Vert. Element 1 0.00 42.00 Line 1 Vert. Element 1 Q.00 47.00 Line 1 Vert. Element 1 0.00 62.00 Line 1 Vert. Element 1 30.00 0.00 Line 2 Vert. Element Shear Dead 3106 1151 1956 1956 11$1 2339 2723 2531 2531 3106 2691 Force Capacity Width Height 9779 23110 6009 21724 2773 10169 1618 2773 11324 1618 5547 2773 24497 18026 4 00 3 00 3 00 3 00 5 00 5 00 5.50 7.00 3.00 2.00 5.50 7.00 3.00 2.00 2.50 7.00 4.50 7.00 11.00 7.00 4.00 7.00 8.00 7.00 16.00 7.00 8.00 5.00 4.00 4.00 8.00 7.00 2.50 7.00 8.00 7.00 3.00 7.00 6.00 5.00 9.00 7.00 4.00 3.00 3.00 2.00 4.00 4.00 5.50 7.00 Holddown Force [lbs] Dragstrut Uplift Combined Force[lbs] 3106 1151 1956 871 1956 240 115 2339 467 2723 6 2531 221 2531 568 3106 2691 1 30.00 6.00 Line 2 Vert. Element 4336 4336 1 30.00 28.00 Line 2 Vert. Element 1645 1645 2266 1 30.00 34.00 Line 2 Vert. Element 1045 1045 1 30.00 58.50 Line 2 Vert. Element 3736 3736 283 1 30.00 62.00 Line 2 Vert. Element 2691 2691 1 40.00 0.00 Line 3 Vert. Element 4329 4329 1 40.00 6.00 Line 3 Vert. Element 4329 4329 1759 1 53.50 0.00 Line 4 Vert. Element 2703 2703 1 53.50 6.00 Line 4 Vert. Element 1087 1087 1 53.50 10.50 tine 4 Vett. Element 1087 1087 1 53.50 18.00 Line 4 Vert. Element 1087 1087 1 53.50 29.00 Line 4 Vert. Element 2703 2703 441 1 53.50 32.00 Line 4 vert. Element 1616 1616 1 1 53.50 37.00 Line 4 Vert. Element 1087 1087 1 53.50 41.00 Line 4 Vert. Element 1087 1087 1 53.50 51.50 Line 4 Vert. Element 1616 1616 298 1 53.50 54.00 Line 4 Vert. Element 1616 1616 68 1 53.50 58.50 Line 4 Vert. Element 2703 2703 1 1.00 0.00 Line A Vert. Element 1619 1619 1 9.00 0.00 Line A Vert. Element 13882 13882 1238 1 12.00 0.00 Line A Vert. Element 16310 16310 2029 1 28.00 0.00 Line A Vett. Element 2428 2428 1 30.00 0.00 Line A Vert. Element 3238 3238 1 50.50 0.00 Line A Vert. Element 12263 12263 3266 1 53.50 •0.00 Line A Vert. Element 12263 12263 1 10.00 17.50 Line C Vert. Element 5875 5875 1 26.00 17.50 Line C Vert. Element 5875 5875 1 0.00 20.00 D -1 Left Wall End 6318 6318 1 25.50 20.00 D -1 Left Wall End 6318 6318 8431 1 10.00 32.00 Line E Vert. Element 2684 2684 1 24.00 32.00 Line E Vert. Element 2684 2684 1 33.00 32.00 Line E Vert. Element 2684 2684 1 44.00 32.00 Line E Vert. Element 9674 9674 1 53.50 32.00 Line E Vert. Element 12358 12358 1 44.00 33.50 E -1 Left Wall End 7558 1 4.50 34.50 F -i Left Wall End 2862 2862 782 1 26.50 34.50 F -1 Left Wall End 2862 2862 1689 1 28.00 34.50 F -1 Left Wall End 2862 2862 1 38.50 34.50 F -1 Left Wall End 2862 2862 1 28.00 37.50 F -2 Left Wall End 1428 1 38.50 37.50 F -2 Right Wall End 2608 1 0.00 47.50 G -1 Left Wall End 2861 2861 1 6.00 47.50 G -1 Left Wall End 2861 2861 1524 1 30.00 58.50 Line H Vert. Element 8237 8237 2647 1 33.00 58.50 Line H Vert. Element 2860 2860 2053 1 40.00 58.50 Line H Vert. Element 8237 8237 1 53.50 58.50 Line H Vert. Element 2860 2860 1 39.00 58.50 H -1 Right Opening 1 2582 1 0.00 62.00 Line I Vert. Element 2860 2860 1 5.00 62.00 Line I Vert. Element 2690 2690 1 10.00 62.00 Line I Vert. Element 2860 2860 667 1 14.00 62.00 Line I Vert. Element 2860 2860 210 1 15.00 62.00 Line I Vert. Element 2690 2690 1 19.00 62.00 Line I Vert. Element 4205 4205 124 1 22.00 62.00 Line I Vert. Element 4205 4205 534 1 30.00 62.00 Line I Vert. Element 5550 5550 2 0.00 0.00 1 -1 Left Wall End 1151 1151 2 0.00 22.00 1 -i Left Wall End 1151 1151 680 2 0.00 27.50 1 -1 Left Wall End 1151 1151 147 2 0.00 35.00 1 -1 Left Wall End 1151 1151 379 2 0.00 44.50 1 -1 Left Wall End 1151 1151 541 2 0.00 62.00 1 -1 Left Wall End 1151 1151 2 30.00 0.00 2 -1 Left Wall End 1045 1045 2 30.00 6.00 2 -1 Left Wall End 1045 1045 315 2 30.00 34.00 2 -1 Left Wall End 1045 1045 1468 2 30.00 58.50 2 -1 Left Wall End 2090 2090 2 30.00 62.00 2 -1 Left Wall End 1045 1045 2 40.00 0.00 3 -1 Left Wall End 1063 1063 2 40.00 6.00 3 -1 Left Wall End 1063 1063 636 2 53.50 0.00 4 -1 Left Wall End 1087 1087 2 53.50 6.00 4 -1 Left Wall End 1087 1087 241 2 53.50 10.50 4 -1 Left Wall End 1087 1087 121 2 53.50 18.00 4 -1 Left Wall End 1087 1087 181 2 53.50 29.00 4 -1 Left Wall End 1087 1087 704 2 53.50 37.00 4 -1 Left wall End 1087 1087 382 2 53.50 41.00 4 -1 Left Wall End 1087 1087 704 2 53.50 58.50 4 -1 Left Wall End 1087 1087 2 5.00 0.00 A -1 Right Opening 1 3238 3238 572 2 14.00 0.00 A -1 Right Opening 1 3238 3238 1637 2 22.00 0.00 A -1 Right Opening 1 3238 3238 723 2 30.00 0.00 A -1 Right Opening 1 3238 3238 2686 2 10.00 17.50 C -1 Left Wall End 5875 5875 1952 2 26.00 17.50 C -1 Left Wall End 5875 5875 5369 2 10.00 32.00 E -1 Left Wall End 2684 2684 1923 2 24.00 32.00 E -1 Left Wall End 2684 2684 440 2 33.00 32.00 E -1 Left Wall End 2684 2684 2 53.50 32.00 E -1 Left Wall End 2684 2684 2 30.00 58.50 H -1 Left Wall End 5376 5376 3350 2 40.00 58.50 H -1 Left Wall End 5376 5376 2 42.00 58.50 H -2 Left Opening 1 2479 2 5.00 62.00 I -1 Right Opening 1 2690 2690 971 2 15.00 62.00 I -1 Right Opening 1 2690 2690 75 2 20.50 62.00 I -1 Right Opening 1 2690 2690 994 2 30.00 62.00 I -i Right Opening 1 2690 2690 COMPONENT AND CLADDING DESIGN COMPONENTS AND CLADDING by SHEARLINE Fasteners [lbs] Name Level Wall Sheathing [psf] Force Capacity Response Group Force Cap. Resp End Int End Int 1 1 2 62.7 30.0 2.09* 63 56 68 0.92 0.82 2 2 62.7 30.0 2.09* 63 56 68 0.92 0.82 2 1 2 68.2 30.0 2.27* 68 56 68 1.00 0.82 2 2 68.2 30.0 2.27* 68 56 68 1.00 0.82 3 1 4 62.7 30.0 2.09* 63 56 68 0.92 Q.82 2 2 62.7 30.0 2.09* 63 56 68 0.92 0.82 4 1 2 68.2 30.0 2.27* 68 56. 68 1.00 0.82 2 2 68.2 30.0 2.27* 68 56 68 1.00 0.82 A 1 1 34.3 30.0 1.14* 34 28 '68 0.50 0.41 2 2 34.3 30.0 1.14* 34 28 68 0.50 0.41 B 1 3 34.3 0.0 2 3 34.3 0.0 H 1 2 34.3 30.0 1.14* 34 28 68 0.50 0.41 2 4 34.3 30.0 1.14* 34 28 68 0.50 0.41 I 1 2 34.3 30.0 1.14* 34 28 68 0.50 0.41 2 2 .34.3 30.0 1.14* 34 28 68 0.50 0.41 *WARNING - Sheathing design capacity has been exceeded for Flexible Design and Rigid Design SEISMIC DESIGN FLEXIBLE DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. FHS V[lbs] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /Tot 1 1 2 50.00 2139 34.5 42.8 330.1 1.00 330.1 0.13 2 2 47.00 1257 20.3 26.8 330.1 1.00 330.1 0.08 2 1 2 31.50 2779 44.8 88.2 330.1 1.00 330.1 0.27 2 2 34.00 1966 31.7 57.8 330.1 1.00 330.1 0.18 3 1 4 6.00 1763 30.1 293.9 330.1 330.1 1.00 660.3 0.45 2 2 6.00 1305 22.3 217.5 330.1 1.00 330.1 0.66 4 1 2 53.00 1199 20.5 22.6 330.1 1.00 330.1 0.07 2 2 39.00 672 11.5 17.2 330.1 1.00 330.1 0.05 A 1 1 6.00 1581 29.6 263.5 558.0 558.0 1.00 1116.0 0.24 2 2 17.00 809 15.1 47.6 330.1 1.00 330.1 0.14 C 2 4 16.00 1286 24.0 80.4 330.1 330.1 1.00 660.3 0.12 D 1 4 25.50 1737 32.5 68.1 330.1 330.1 1.00 660.3 0.10 E 1 1 9.50 2043 38.2 215.1 558.0 558.0 1.00 1116.0 0.19 2 2 34.50 1769 33.1 51.3 330.1 1.00 330.1 0.16 V3 F 1 2 32.50 248 4.6 7.6 330.1 1.00 330.1 0.02 G 1 2 6.00 408 7.6 68.0 330.1 1.00 330.1 0.21 H 1 2 16.50 1466 27.4 88.8 330.1 1.00 330.1 0.27 2 4 10.00 1120 20.9 112.0 330.1 330.1 1.00 660.3 0.17 I 1 2 23.00 397 13.2 17.3 330.1 1.00 330.1 0.05 2 2 19.50 216 7.2 11.1 330.1 1.00 330.1 0.03 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear [lbs] Opening [ft) Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 62.00 50.00 1.00 2139 16508 Opening 1 23.00 27.00 4.00 3.00 Opening 2 33.00 36.00 3.00 3.00 Opening 3 42.00 47.00 5.00 5.00 1 -1 2 I 2 0.00 0.00 62.00 47.00 1.00 1257 15517 Opening 1 22.00 27.50 5.50 7.00 Opening 2 35.00 38.00 3.00 2.00 Opening 3 39.00 44.50 5.50 7.00 2 -1 1 I 2 30.00 0.00 6.00 6.00 1.00 529 1981 2 -2 1 I 2 30.00 6.00 28.00 22.00 1.00 1941 7263 2 -3 1 I 2 30.00 58.50 62.00 3.50 1.00 309 1156 2 -1 2 I 2 30.00 0.00 6.00 6.00 1.00 347 1981 2 -2 2 I 2' 30.00 34.00 58.50 24.50 1.00 1417 8089 2 -3 2 I 2 30.00 58.50 62.00 3.50 1.00 202 1156 3 -1 1 I 4 40.00 0.00 6.00 6.00 1.00 1763 3962 3 -1 2 I 2 40.00 0.00 6.00 6.00 1.00 1305 1981 4 -1 1 I 2 53.50 0.00 58.50 53.00 1.00 1199 17498 Opening 1 29.00 32.00 3.00 2.00 Opening 2 51.50 54.00 2.50 7.00 4 -1 2 I 2 53.50 0.00 58.50 39.00 1.00 672 12876 Opening 1 6.00 10.50 4.50 7.00 Opening 2 18.00 29.00 11.00 7.00 Opening 3 37.00 41.00 4.00 7.00 A -1 1 I 1 0.00 0.00 30.00 3.00 1.00 790 3348 Opening 1 1.00 9.00 8.00 7.00 Opening 2 12.00 28.00 16.00 7.00 A -2 1 I 1 0.00 40.00 53.50 3.00 1.00 790 3348 Opening 1 42.50 50.50 8.00 5.00 A -1 2 I 2 0.00 0.00 30.00 17.00 1.00 809 5613 Opening 1 1.00 5.00 4.00 4.00 Opening 2 14.00 22.00 8.00 7.00 A -2 2 I 2 0.00 40.00 53.50 0.00 1.00 0 0 Opening 1 40.50 43.00 2.50 7.00 Opening 2 45.00 53.00 8.00 7.00 C -1 2 I 4 17.50 10.00 26.00 16.00 1.00 1286 10565 D -1 1 I 4 20.00 0.00 25.50 25.50 1.00 1737 16838 E -1 1 I 1 33.50 44.00 53.50 9.50 1.00 2043 10602 E -1 2 I 2 32.00 10.00 24.00 14.00 1.00 718 4622 E -2 2 I 2 32.50 30.00 53.50 20.50 1.00 1051 6768 Opening 1 30.00 33.00 3.00 7.00 F -1 1 I 2 34.50 4.50 26.50 22.00 1.00 168 7263 F -2 1 I 2 37.50 28.00 38.50 10.50 1.00 80 3467 G -1 1 I 2 47.50 0.00 6.00 6.00 1.00 408 1981 H -1 1 I 2 58.50 30.00 40.00 3.00 1.00 267 990 Opening 1 33.00 39.00 6.00 5.00 H -2 1 I 2 58.50 40.00 53.50 13.50 1.00 1199 4457 H -1 2 I 4 58.50 30.00 40.00 10.00 1.00 1120 6603 H -2 2 I 4 58.50 40.00 53.50 0.00 1.00 0 0 Opening 1 42.00 51.00 9.00 7.00 I -1 1 I 2 62.00 0.00 30.00 23.00 1.00 397 7593 Opening 1 10.00 14.00 4.00 3.00 Opening 2 19.00 22.00 3.00 2.00 I -1 2 I, 2 62.00 0.00 30.00 19.50 1.00 216 6438 Opening 1 1.00 5.00 4.00 4.00 Opening 2 15.00 20.50 5.50 7.00 DRAGSTRUT AND HOLDDOWN FORCES . Level Location [ft] Wall Position on Wall Holddown Force [lbs] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 669 669 1 0.00 22.00 Line 1 Vert. Element 241 241 1 0.00 23.00 Line 1 Vert. Element 428 428 190 1 0.00 27.00 Line 1 Vert. Element 428 428 52 1 0.00 27.50 Line 1 Vert. Element 241 241 1 0.00 33.00 Line 1 Vert. Element 508 508 102 1 0.00 36.00 Line 1 Vert. Element 588 588 1 1 0.00 42.00 Line 1 Vert. Element 548 548 48 1 0.00 47.00 Line 1 Vert. Element 548 548 124 1 0.00 62.00 Line 1 vent. Element 669 669 1 30.00 0.00 Line 2 Vert. Element 1403 1403 1 30.00 6.00 Line 2 Vert. Element 2285 2285 1 30.00 34.00 Line 2 Vert. Element 520 520 1 30.00 58.50 Line 2 Vert. Element 1923 1923 152 1 30.00 62.00 Line 2 Vert. Element 1403 1403 1 30.00 28.00 Line 2 Vert. Element 882 882 1215 1 40.00 0.00 Line 3 Vert. Element 4896 4896 1 40.00 6.00 Line 3 Vert. Element 4896 4896 1582 1 53.50 0.00 Line 4 Vert. Element 381 381 1 53.50 6.00 Line 4 Vert. Element 155 155 1 53.50 10.50 Line 4 Vert. Element 155 155 1 53.50 18.00 Line 4 Vert. Element 155 155 1 53.50 29.00 Line 4 Vert. Element 381 381 62 1 53.50 32.00 Line 4 Vert. Element 226 226 0 1 53.50 37.00 Line 4 Vert. Element 155 155 1 53.50 41.00 Line 4 Vert. Element 155 155 1 53,50 51.50 Line 4 Vert. Element 226 226 42 1 53.50 54.00 Line 4 Vert. Element 226 226 10 1 53.50 58.50 Line 4 Vert. Element 381 381 1 1.00 0.00 Line A Vert. Element 214 214 1 9.00 0.00 Line A Vert. Element 2849 2849 266 1 12.00 0.00 Line A Vert. Element 3170 3170 436 1 28.00 0.00 Line A Vert. Element 321 321 1 30.00 0.00 Line A Vert. Element 428 428 1 50.50 0.00 Line A Vert. Element 2635 2635 702 1 53.50 0.00 Line A Vert. Element 2635 2635 1 10.00 17.50 Line C Vert. Element 723 723 1 26.00 17.50 Line C Vert. Element 723 723 1 0.00 20.00 D -1 Left Wall End 681 681 1 25.50 20.00 D -i Left Wall End 681 681 909 1 10.00 32.00 Line E Vert. Element 462 462 1 24.00 32.00 Line E Vert. Element 462 462 1 33.00 32.00 Line E Vert. Element 462 462 1 44.00 32.00 Line E Vert. Element 2151 2151 1 53.50 32.00. Line E Vert. Element 2613 2613 1 44.00 33.50 E -1 Left Wall End 1681 1 4.50 34.50 F -1 Left Wall End 76 76 21 1 26.50 34.50 F -1 Left Wall End 76 76 45 1 28.00 34.50 F -1 Left Wall End 76 76 1 38.50 34.50 F -1 Left Wall End 76 76 1 28.00 37.50 F -2 Left Wall End 38 1 38.50 37 ;50 F -2 Right Wall End 70 1 0.00 47.50 G -1 Left Wall End 680 680 1 6.00 47.50 G -1 Left Wall End 680 680 362 1 30.00 58.50 Line H Vert. Element 1896 1896 822 1 33.00 58.50 Line H Vert. Element 888 888 638 1 40.00 58.50 Line H Vert. Element 1896 1896 1 53.50 58.50 Line H Vert. Element 888 888 1 39.00 58.50 H -1 Right Opening 1 802 1 0.00 62.00 Line I Vert. Element 173 173 1 5.00 62.00 Line I Vert. Element 100 100 1 10.00 62.00 Line I Vert. Element 173 173 40 1 14.00 62.00 Line I Vert. Element 173 173 13 1 15.00 62.00 Line I Vert. Element 100 100 1 19.00 62.00 Line I Vert. Element 223 223 7 1 22.00 62.00 Line I Vert. Element 223 223 32 1 30.00 62.00 Line I Vert. Element 272 272 2 0.00 0.00 1 -1 Left Opening 3 241 241 2 0.00 22.00 1 -1 Left Opening 3 241 241 142 2 0.00 27.50 1 -1 Left Opening 3 241 241 31 2 0.00 35.00 1 -1 Left Opening 3 241 241 79 2 0.00 44.50 1 -1 Left Opening 3 241 241 113 2 0.00 62.00 1 -1 Left Opening 3 241 241 2 30.00 0.00 2 -1 Left Wall End 520 520 2 30.00 6.00 2 -1 Left Wall End 520 520 157 2 30.00 34.00 2 -1 Left Wall End 520 520 731 2 30.00 58.50 2 -1 Left Wall End 1041 1041 2 30.00 62.00 2 -1 Left Wall Eftd 520 520 2 40.00 0.00 3 -1 Left Wall End 1957 1957 2 40.00 6.00 3 -1 Left Wall End 1957 1957 1171 2 53.50 0.00 4 -1 Left Opening 3 155 155 2 53.50 6.00 4 -1 Left Opening 3 155 155 34 2 53.50 10.50 4 -1 Left Opening 3 155 155 17 2 53.50 18.00 4 -1 Left opening 3 155 155 26 2 53.50 29.00 4 -1 Left Opening 3 155 155 100 2 53.50 37.00 4 -1 Left Opening 3 155 155 55 2 53.50 41.00 4 -1 Left Opening 3 155 155 100 2 53.50 58.50 4 -1 Left Opening 3 155 155 2 5.00 0.00 A -1 Right Opening 2 428 428 76 2 14.00 0.00 A -1 Right Opening 2 428 428 217 2 22.00 0.00 A -1 Right Opening 2 428 428 96 2 30.00 0.00 A -i Right Opening 2 428 428 355 2 10.00 17.50 C -1 Left Wall End 723 723 240 2 26.00 17.50 C -i Left Wall End 723 723 661 2 10.00 32.00 E -1 Left Wall End 462 462 331 2 24.00 32:00 E -1 Left Wall End 462 462 76 2 33.00 32.00 E -i Left Wall End 462 462 2 53.50 32.00 E -1 Left Wall End 462 462 2 30.00 58.50 H -1 Left Wall End 1008 1008 628 2 40.00 58.50 H -i Left Wall End 1008 1008 2 42.00 58.50 H -2 Left Opening 1 465 2 5.00 62.00 I -1 Right Opening 2 100 100 36 2 15.00 62.00 I -i Right Opening 2 100 100 3 2 20.50 62.00 I -i Right Opening 2 100 100 37 2 30.00 62.00 I -1 Right Opening 2 100 100 RIGID DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. FHS V(lbs] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /Tot 1 1 2 50.00 3030 48.9 60.6 330.1 1.00 330.1 0.18 2 2 47.00 1993 32.1 42.4 330.1 1.00 330.1 0.13 2 1 2 31.50 1696 27.4 53.9 330.1 1.00 330.1 0.16 2 2 .34.00 1426 23.0 41.9 330.1 1.00 330.1 0.13 3 1 4 6.00 655 11.2 109.2 330.1 330.1 1.00 660.3 0.17 2 2 6.00 263 4.5 43.9 330.1 1:00 330.1 0.13 4 1 2 53.00 2944 50.3 55.6 330.1 1.00 330.1 0.17 2 2 39.00 1814 31.0 46.5 330.1 1.00 330.1 0.14 A 1 1 6.00 1084 20.3 180.7 558.0 558.0 1.00 1116.0 0.16 2 2 17.00 858 16.0 50.5 330.1 1.00 330.1 0.15 C 2 4 16.00 1476 27.6 92.2 330.1 330.1 1.00 660.3 0.14 D 1 4 25.50 2414 45.1 94.6 330.1 330.1 1.00 660.3 0.14 E 1 1 9.50 1396 26.1 147.0 558.0 558.0 1.00 1116.0 0.13 2 2 34.50 1464 27.4 42.4 330.1 1.00 330.1 0.13 F 1 2 32.50 1416 26.5 43.6 330.1 1.00 330.1 0.13 G 1 2 6.00 265 5.0 44.2 330.1 1.00 330.1 0.13 H 1 2 16.50 738 13.8 44.7 330.1 1.00 330.1 0.14 2 4 10.00 862 16.1 86.2 330.1 330.1 1.00 660.3 0.13 I 1 2 23.00 1032 34.4 44.9 330.1 1.00 330.1 0.14 2 2 19.50 843 28.1 43.2 330.1 1.00 330.1 0.13 * WARNING design capacity has been exceeded. SHEARWALL SEpMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear [lbs] Opening [ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 62.00 50.00 1.00 3030 16508 Opening 1 23.00 27.00 4.00 3.00 Opening 2 33.00 36.00 3.00 3.00 Opening 3 42.00 47.00 5.00 5.00 1 -1 2 I 2 0.00 0.00 62.00 47.00 1.00 1993 15517 Opening 1 22.00 27.50 Opening 2 35.00 38.00 Opening 3 39.00 44.50 2 -1 1 I 2 30.00 0.00 6.00 6.00 1.00 323 1981 2 -2 1 I 2 30.00 6.00 28.00 22.00 1.00 1185 7263 2 -3 1 I 2 30.00 58.50 62.00 3.50 1.00 188 1156 2 -1 2 I 2 30.00 0.00 6.00 6.00 1.00 252 1981 2 -2 2 I 2 30.00 34.00 58.50 24.50 1.00 1027 8089 2 -3 2 I 2 30.00 58.50 62.00 3.50 1.00 147 1156 3 -1 1 I 4 40.00 0.00 6.00 6.00 1.00 655 3962 3 -1 2 I 2 40.00 0.00 6.00 6.00 1.00 263 1981 4 -1 1 I 2 53.50 0.00 58.50 53.00 1.00 2944 17498 Opening 1 29.00 32.00 Opening 2 51.50 54.00 4 -1 2 I 2 53.50 0.00 58.50 39.00 1.00 1814 12876 Opening 1 6.00 10.50 Opening 2 18.00 29.00 Opening 3 37.00 41.00 A -1 1 I 1 0.00 0.00 30.00 3.00 1.00 542 3348 Opening 1 1.00 9.00 Opening 2 12.00 28.00 A -2 1 I 1 0.00 40.00 53.50 3.00 1.00 542 3348 Opening 1 42.50 50.50 A -1 2 I 2• • 0.00 0.00 30.00 17.00 1.00 858 5613 Opening 1 1.00 5.00 Opening 2 14.00 22.00 A -2 2 I 2 0.00 40.00 53.50 0.00 1.00 0 0 Opening 1 40.50 43.00 Opening 2 45.00 53.00 C -1 2 I 4 17.60 10.00 26.00 16.00 1.00 1476 10565 D -1 1 I 4 20.00 0.00 25.50 25.50 1.00 2414 16838 E -1 1 I 1 33.50 44.00 53.50 9.50 1.00 1396 10602 E -1 2 I 2 32.00 10.00 24.00 14.00 1.00 594 4622 E -2 2 I 2 32.50 30.00 53.50 20.50 1.00 870 6768 Opening 1 30.00 33.00 F -1 1 I 2 34.50 4.50 26.50 22.00 1.00 959 7263 F -2 1 I 2 37.50 28.00 38.50 10.50 1.00 458 3467 G -1 1 I 2 47.50 0.00 6.00 6.00 1.00 265 1981 H -1 1 I 2 58.50 30.00 40.00 3.00 1.00 134 990 Opening 1 33.00 39.00 H -2 1 I 2 58.50 40.00 53.50 13.50 1.00 603 4457 H -1 2 I 4 58.50 30.00 40.00 10.00 1.00 862 6603 H -2 2 I 4 58.50 40.00 53.50 0.00 1.00 0 0 Opening 1 42.00 51.00 I -1 1 I 2 62.00 0.00 30.00 23.00 1.00 1032 7593 Opening 1 10.00 14.00 Opening 2 19.00 22.00 I -1 2 I 2 62.00 0.00 30.00 19.50 1.00 843 6438 Opening 1 1.00 5.00 Opening 2 15.00 20.50 5.50 7.00 3.00 2.00 5.50 7.00 3.00 2.00 2.50 7.00 4.50 7.00 11.00 7.00 4.00 7.00 8.00 7.00 16.00 7.00 8.00 5.00 4.00 4.00 8.00 7.00 2.50 7.00 8.00 7.00 3.00 7.00 6.00 5.00 9.00 7.00 4.00 3.00 3.00 2.00 4.00 4.00 5.50 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall • Holddown Force [lbs] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 988 988 1 0.00 22.00 Line 1 Vert. Element 382 382 1 0.00 23.00 Line 1 Vert. Element 606 606 270 1 0.00 27.00 Line 1 Vert. Element 606 606 74 1 0.00 27.50 Line 1 Vert. Element 382 382 1 0.00 33.00 Line i Vert. Element 733 733 145 1 0.00 36.00 Line 1 Vert. Element 860 860 2 1 0.00 42.00 Line 1 Vert. Element 797 797 68 1 0.00 47.00 Line 1 Vert. Element 797 797 176 1 0.00 62.00 Line 1 Vert. Element 988 988 1 30.00 0.00 Line 2 Vert. Element 916 916 1 30.00 6.00 Line 2 Vert. Element 1455 1455 1 30.00 34.00 Line 2 Vert. Element 377 377 '1 30.00 58.50 Line 2 Vert. Element 1293 1293 93 1 30.00 62.00 Line 2 Vert. Element 916 916 1 30.00 28.00 Line 2 Vert. Element 539 539 742 /5731 1 40.00 0.00 Line 3 Vert. Element 1487 1487 1 40.00 6.00 Line 3 Vert. Element 1487 1487 588 1 53.50 0.00 Line 4 Vert. Element 974 974 1 53.50 6.00 Line 4 Vert. Element 419 419 1 53.50 10.50 Line 4 Vert. Element 419 419 1 53.50 18.00 Line 4 Vert. Element 419 419 1 53.50 29.00 Line 4 Vert. Element 974 974 151 1 53.50 32.00 Line 4 Vert. Element 556 556 0 1 53.50 37.00 Line 4 Vert. Element 419 419 1 53.50 41.00 Line 4 vert. Element 419 419 1 53.50 51.50 Line 4 Vert. Element 556 556 102 1 53.50 54.00 Line 4 Vert. Element 556 556 24 1 53.50 58.50 Line 4 Vert. Element 974 974 1 1.00 0.00 Line A Vert. Element 227 227 1 9.00 0.00 Line A Vert. Element 2034 2034 182 1 12.00 0.00 Line A Vert. Element 2375 2375 299 1 28.00 0.00 Line A Vert. Element 341 341 1 30.00 0.00 Line A Vert. Element 454 454 1 50.50 0.00 Line A Vert. Element 1807 1807 481 1 53.50 0.00 Line A Vert. Element 1807 1807 1 10.00 17.50 Line C Vert. Element 830 830 1 26.00 17.50 Line C Vert. Element 830 830 1 0.00 20.00 D -1 Left Wall End 946 946 1 25.50 20.00 D -1 Left Wall End 946 946 1263 1 10.00 32:00 Line E vert. Element 382 382 1 24.00 32.00 Line E Vert. Element 382 382 1 33.00 32.00 Line E Vert. Element 382 382 1 44.00 32.00 Line E Vert. Element 1470 1470 1 53.50 32.00 Line E Vert. Element 1852 1852 1 44.00 33.50 E -1 Left Wall End 1148 1 4.50 34.50 F -1 Left Wall End 436 436 119 1 26.50 34.50 F -1 Left Wall End 436 436 257 1 28.00 34.50 F -1 Left Wall End 436 436 1 38.50 34.50 F -1 Left Wall End 436 436 1 28.00 37.50 F -2 Left Wall End 217 1 38.50 37.50 F -2 Right Wall End 397 1 0.00 47.50 G -1 Left Wall End 442 442 1 6.00 47.50 G -i Left Wall End 442 442 235 1 30.00 58.50 Line H Vert. Element 1223 1223 414 1 33.00 58.50 Line H Vert. Element 447 447 321 1 40.00 58.50 Line H Vert. Element 1223 1223 1 53.50 58.50 Line H Vert. Element 447 447 1 39.00 58.50 H -1 Right Opening 1 404 1 0.00 62.00 Line I Vert. Element 449 449 1 5.00 62.00 Line I Vert. Element 389 389 1 10.00 62.00 Line I Vert. Element 449 449 105 1 14.00 62.00 Line I Vert. Element 449 449 33 1 15.00 62.00 Line I Vert. Element 389 389 1 19.00 62.00 Line I Vert. Element 643 643 19 1 22.00 62.00 Line 1 Vert. Element 643 643 84 1 30.00 62.00 Line I Vert. Element 838 838 2 0.00 0.00 1 -1 Left Opening 3 382 382 2 0.00 22.00 1 -1 Left Opening 3 382 382 226 2 0.00 27.50 1 -1 Left Opening 3 382 382 49 2 0.00 35.00 1 -1 Left Opening 3 382 382 126 2 0.00 44.50 1 -1 Left Opening 3 382 382 180 2 0.00 62.00 1 -1 Left Opening 3 382 382 2 30.00 0.00 2 -1 Left Wall End 377 377 2 30.00 6.00 2 -1 Left Wall End 377 377 114 2 30.00 34.00 2 -1 Left Wall End 377 377 530 2 30.00 58.50 2 -1 Left Wall End 755 755 2 30.00 62.00 2 -1 Left Wall End 377 377 2 40.00 0.00 3 -i Left Wall End 395 395 2 40.00 6.00 3 -1 Left Wall End 395 395 236 2 53.50, 0.00 4 -1 Left Opening 3 419 419 2 53.50 6.00 4 -1 Left Opening 3 419 419 93 2 53.50 10.50 4 -1 Left Opening 3 419 419 47 2 53.50 18.00 4 -1 Left Opening 3 419 419 70 2 53.50 29.00 4 -i Left Opening 3 419 419 271 2 53.50 37.00 4 -1 Left Opening 3 419 419 147 2 53.50 41.00 4 -i Left Opening 3 419 419 271 2 53.50 58.50 4 -1 Left Opening 3 419 419 2 5.00 0.00 A -1 Right Opening 2 454 454 80 2 14.00 0.00 A -1 Right Opening 2 454 454 230 2 22.00 0.00 A -1 Right Opening 2 454 454 101 2 30.00 0.00 A -1 Right Opening 2 454 454 377 2 10.00 17.50 C -1 Left Wall End 830 830 276 2 26.00 17.50 c -i Left wan End 830 830 759 2 10.00 32.00 E -1 Left Wall End 382 382 274 2 24.00 32.00 E -1 Left Wall End 382 382 63 2 33.00 32.00 E -1 Left Wall End 382 382 2 53.50 32.00 E -1 Left Wall End 382 382 2 30.00 58.50 H -i Left Wall End 776 776 483 2 40.00 58.50 H -i Left Wall End 776 776 2 42.00 58.50 H -2 Left Opening 1 358 2 5.00 62.00 I -1 Right Opening 2 389 389 140 2 15.00 62.00 I -1 Right Opening 2 389 389 11 2 20.50 62.00 I -1 Right Opening 2 389 389 144 2 30.00 62.00 I -1 Right Opening 2 389 389 "t tt ' ode M l No a Distance from Corner Fasteners Al Allowable Uplift ' Code toads (133) Ref. HPAHD22 1/" Min 13 -16d 2705 170 8" Min 23 -16d 4570 LSTHD8L, 1/2" Min 24 -16d sinkers -' 1695 LSTHD8IJ 8" Min 24-16d sinkers --`1695 STHD8/ 1/2" Min 24 -16d sinkers 2055 32 8" Min 24 -16d sinkers 2345 STHD8RJ STHD10/ 1/2" Min 28 -16d sinkers 2055 STHD1 ORJ 10" Min 28 -16d sinkers 3185 SIIyIPSON Strong Tie LSTHD /STHD STRAP TIE HOLDOWN 12' MIN. REBAR LENGTH 4 SPALLING LOAD REDUCTION! If strap is bent horizontal 90° during installation, and then bent vertical for nailing to the stud, concrete spalling could result. Load reductions may apply, see Installation note. Model No. Standard / Rim Joist LSTHD8 / LSTHD8RJ 1 11, En STHD14 / STHD14RJ I f p c`l1:It7ar umwmgmr.l g MUM STHD8 / STHD8RJ STHD8 / STHD8RJ STHD10 / STHD1ORJ STHD14 / STHD14RJ Min Stem Wall 6 6 Strap Length Std Model 35% 35% 36% 39% 35% 35% 36% 39% O O 10 O a 10 24 -16d sinker 24 -16d sinker 28 -16d sinker 38.16d sinker 24 -16d sinker 24 -16d sinker 28 -16d sinker 38 -16d sinker 5918 7167 1055 7577 11780 17453 1760 man 5918 2050 1695 2345 1695 1950 1825 1825 2210 1825 1825 2385 2335 1950 2135 1950 1950 2370 1950 1950 2425 2975 32 1.'RJ' after the model Indicates STHDs for rim joist applications, e.g. STHD8RJ. 2. STHD14RJ on 8' stemwall requires 30 -16d sinkers, with the (le) load at 133% of 4960 lbs. 3.10d commons or 12d common nails may be used with no load reduction. 4,Minimum nail end distance to prevent splitting is 10 x diameter, 11/2" for 10d sinkers, 10d commonand 12d common. 5. For two pour with 4' slab or less. The STHD14 load at 1/2" edge 2000 psi is 3235. The STHD10 at the same condition Is 2035. POST - TENSION INFORMATION DETAIL 1 When Installed on a raised curb, use Stemwall Installation and loads (page 32) ( rebar required). Post Tension Cable Placement In a Garage Footing "hAIw'IN," IYr. 14' Top View of Post Tension Cable Placement 'lUS l I INSIUN TENDON, TYP. OPTIONAL COLD JOINT Mai I tNSIUN ANCHOR, TYP. 6.Allowable loads have been Increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. 8. Calculate loads using straight line interpolation for corner distances between 1/2' and l 9.STHD14 and STHD14RJ installed on HF/SPF: the le load is 5280 lbs. 114'1W. DETAIL 2 Post Tension Cable Placement Corner Installation (no rebar required) SPALL REDUCTION SYSTEM FOR STHD AND HPAHD FEATURES • Secures holdown to wood form- board. • Allows for proper side- cover. • Keeps strap vertical. • Prevents tilting or twisting of strap during the concrete pour. • Uses one 16d duplex nail. BENEFITS • Greatly reduces spelling and costly retrofits. • Prevents strap movement parallel and perpendicular to plate. • Decreases possibility of misinstallation of strap to wood member. • Simple to use: — Common jobsite nail. — No additional expense. When using keyhole feature, care should be taken when removing form boards. If concrete is not set, the duplex nail will move the strap placement. SM1 Keyhole Feature Patent Pending f h DETAIL 2 1. Minimum concrete strength is 2500 psi. 2. Post- tension steel is minimum 1 k' diameter, 7 -wire; low - relaxation strand In accordance with ASTM A416, Grade 270 ksl, with a guaranteed ultimate strength of 41.3 k. 3. Anchorage is monostrand -type anchor system with current ICBO approval using a ductile Iron casting of at least 2.25' x 4.5' of bearing and reusable pocket formers on all stressing ends. 4. It is the designer's responsibility to provide reinforcement to tie cold- joints and to resist bending stresses in the foundation due to anchor uplift. 31 Anchor‘ Type,. Dimensions Minimum C o ncrete St ' ° Allowable, , • e °' ;p Dia Min h,;, a e' ?' . d : min End Dist A 1 36 23; 5 2500 9795 A 1 36 2 4 5 2500 12900 B 1 8 't 3000 ; ;15305 ' !' 26 P H ® ED HOLDOWNS This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower Installed cost, or a combination of these features. The Predeflected Holdown (PHD) is a revolutionary development in holdown connections. Predeflected during manufacturing, the PHD virtually eliminates deflection from material stretch. SPECIAL FEATURES: • Wood screws reduce slip due to overdrilled bolt holes. • Smaller centerline reduces eccentricity in the stud. • No stud bolts to countersink.' Typical PHD • The slot in the seat provides anchor bolt adjustment. Installation • Fits easily on a 4x stud. as a MATERIAL: See table. FINISH: Galvanized. Holdown INSTALLATION: • Use all specified fasteners. See General Notes. • Place the PHD over the anchor bolt. • Install Simpson's code - recognized SDS /4x3 wood screws, which are provided with the holdown. (Lag screws will not achieve the same loo • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor bolt. (No washer required.) • See SSTB Anchor Bolts, page 24, for anchorage options, The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific job. Anchorage length should take the bearing plate height of 1%" into account, to ensure adequate length of threads to engage the nut. For 3x sill plates use SSTBL. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the wood. CODES: See page 10 for Code Listing Key Chart. 1.Allowable loads have been Increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2.The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3.See page 16 and 22 for retrofit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. See SSTB, page 24. Anchor types shown are made by others and used with Simpson Strong-Tie hoidowns. The design engineer may specify an alternate anchorage system, provided the anchor diameter is the same. See the Prestressed Concrete Institute Design Handbook (Ed. 4), Sec. 6.5.2. 1.Anchor embedment length Is based on a single -pour concrete foundation. Double pour foundation systems, masonry walls and masonry footings must be evaluated by the designer. 2.Anchor bolt B must be ASTM A307; anchor bolt A must be A36 steel or better. 3. Spacing between anchors is 2Ie min. for anchors in tension at the sane time. 4. "A" bolt minimum end distance Is for corner with 12' return only (similar to SSTB28, see Typical Rebar Placement, Corner Installation). Otherwise, the minimum end distance Is le for the full table load. Pressure - treated barrier may be required. r�L�11r ��� IiTa fi,r IY, 4iii1 Iifro;1iriin114 • t411 ?: Y i1lll`i1 "(btg lliIflr(klv�t F �tifd�t,d 7 ;Vfa1. 1 ;11,1`tdibh:l. i)'ijIf r lit; 'Il l Fasteners, No of A nchor Simpson Dia. • 1°1 3 o Screws. 10 12,520 14 15,670 SPM F (I33� 3375 4380 PHD2 -SDS3 14 P D5 -SDS3 14 3 3 3y 93(6 f 7X;: 2/ 2 1% 1% 1� 9 .033 21;243,1; Hptdow 4�a, Holdowfl Defle Deflection at; 0,1,01•144:04i40,091Ii44. ; Code 3llowabie +,;;Allowable Ref. esign Load Design Load i'Flush ': �Raisedf .076 31,98, 140 5. Deflection at Highest Allowable DesignLoad: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed 1n the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6.installs best with a low speed'/' right angle drill with a %' hex head driver. 7.SDSI /.x3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. B.When using structural composite lumber columns, screws must be applied to . the wide face of the column. ADDITIONAL ANCHOR DESIGNS Anchor Type A L -Bolt. Bend without cracking the outside of the bend portion. Place /4'rebar 3" to 5' from the top center of the foundation. H PHD5 (others similar) US Patent No. 5,979,130 SDS1/4x3 Screw US Patent No. 6,109,850 See screw Info on page 10 SIMPSON Strong'Tie Anchor Type B Hex -Head Bolt. Design loads for Anchor Type B are calculated using a full shear cone. Multiple reductions must be taken for corner and edge distance conditions. icie/ SIMPSON StrongTie I f This product Is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower Installed cost, or a combination of these features. FINISH: Galvanized. • 6' of adjustability perpendicular to the wall • 11/4' center line for reduced eccentricity • Use in vertical and horizontal applications • install Simpson's code - recognized SDS /4x3 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the wood. CODES: See page 10 for Code Listing Key Chart. HANGER NOT SHOWN FOR CLARITY HDQ8 HOEDOWN Horizontal HDQ Installation Washer provided with Holdown HDQ US Patents 6,008,487 and 6,327,831 May also be Installed raised off the sill plate with no Increase In deflection values. tt.t.j.tt 0 rhl il.ij Model No. ' Holdown ;fiensldit * Deflectio n ; ' Deflection. ! at Highest Allowable 733 Tension P F/HF ,J,„ esign Load HDQ8- S3 7 2% 14 2 20 . 27192 7175 7210 0.040 45 Healable loads have been Increased 33% for wind or earthquake loading and are governed by SDS screw calculations. No further increase allowed; reduce where other loads govern. 2. For double installation, offset holdowns to eliminate screw interference. This achieves double the load capacity (16,650 Ibs). 3.The designer must specify anchor bolt type, length and embedment. See SSTBL Anchor Bolts. 4.See page 22 for retrofit anchor bolt. 5. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 6. Deflection at Highest r ': r le Tension Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed In the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 7. SDS screws install best with a low speed 1 /2' drill with a %' hex head driver. 8. Compression load requires an additional standard nut and square washer below the holdown. Maximum rod length is 6' from the concrete to achieve 7175 lbs using A36 steel. If rod length is longer, designer needs to check rod for buckling capacity. 9.When using structural composite lumber columns, screws must be applied to the wide face of the column. HDC CONCENTRIC HOLDOWN 1?,1 This product Is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cost, or a combination of these features. HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2 -2x, 4x and 2 -2x6 members In two load capacities center HDC on post. • Concentric to eliminate bending on the stud. Al • Install Simpson's code - recognized SDS /4x2 /z wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for a/s' of adjustment perpendicular to plate. (Standard cut washer required.) • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete Is 2 ". • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the wood. • Aluminum standoff cannot be in contact with pressure treated wood. CODES: See page 10 for Code Listing Key Chart. 1. The designer must specify anchor bolt type, ength and embedment. See the SSTB Anchor Bolts 2. See page 16 and 22 for retrofit anchor bolt. 3. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 4. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between uminum Base HDC10 US Patent 6,513,290 the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed In the catalog table; This movement Is strictly due to the holdown deformation undera static load test conducted on a steel jig, 5. SDS screws install best with a low speed 1/2' drill With a•W hex head driver. 6.The HOC's will be limited by wood compression capacity If Installed on a plate. HDC5 /22 and HDC10/22 will achieve an allowable load of 4005 lb. on a DFL plate. HDC5 /4 and HDC10 /4 will achieve an allowable load of 4940 lb. on a DFL plate, which does not take deflection into account. 2112 Install on y% Concrete HDC5 /22- SDS2.5 Post Size 2 -2x4 3% 93% 3 1%N Anchor Opit s Nuniber of SDS!„ 12 HDC5 /4- SDS2.5 4x4 3s/e 9% 3 1 % 12 23377 HDC10 /22- SDS2.5 2- 2x4 ;3%. 14% 3 1%6 r/e HDC10 /4- SDS2,5 4x4 3 141/8 3 1 23377 11,1 lq itl ;; 4870 4215 Concrete 2 i 7460 9060 Holdown "Defle •atHighest Allowable k.Deslgn°Load a. .032 .032 .075 .075 Code Ref. 45 Pressure - treated barrier may be required. HOD Vertical Installation RFB Uses SDS%x21/2' Screws BP Typical HOC Installation with 2 -2x4 studs (Similar with 2 -2x6 studs) 7. Higher values may be obtained when HDC is not placed at an edge or with f'c concrete strength > 2500 psi. • 27 Modal No. Clear Span Fasteners (Total) , 1' L O ` Allowable Loads Tension SPF/HF) � , (1i ; 1 WM) g (133) (160) MSTC28 18 12 -16d sinker 1000 1200 865 1035 16 16-16d sinker 1335 1600 1150 1380 TC40 18 28 -t6d sinker y � Y mf' 2015 2420 16 36-16d sinker Me` i� a : w 2590 3110 MSTC52 18 44 -16d sinker 3665 4400 3170 3800 16 48 -16d sinker 4000 4585 3455 4145 MSTC66 18 64.16d sinker <} 1 f 4780 5060 18 88 -16d sinker e §1 MST72 6075 5660 MSTC78 18 76 -16d sinker 5660 5660 5660 5660 16 76-16d sinker 5660 5660 5660 5660 MST37 18 20 -18(1 k098; a' 1825 2190 16 22 -16d � 4r , : 4 c 2010 2410 MST48 18 32 -18d 3370 3635 2925 3505 16 34-16d 3580 3635 3105 3635 MST60 18 48.16d ), 1 t 4600 4830 18 48 -16d .483b' 744K 4800 4830 MST72 18 56-16d 20 6945 5600 0720 18 58.16d - 6420 6945 5600 6720 MSTI36 18 14- 10dx1 't • 9 Y '1 ',..c.0,, 1100 1320 • 16 18- 10dx114 . 7 . , `40 2e 44.. } 1260 1510 18 28- 10dxi44 2355 2830 2045 2455 MSTI48 16 28- 10dx144 2540 3045 2205 2645 MSTI60 18 38- 10dx11/2 eti t 1 2990 3585 16 40- 1odx13 X3.82 $w . " fix ,�'��+ir; 3145 3775 18 50.10dx11 • 5 5080 3935 4720 MSTI72 16 52- 10dx11/2 4715 5080 4090 4910 Model No.. Dimensions Fasteners Allowable Tension Loads Code Ref.' Beam Beam Studs / Post Width (min) Depth (min) Face Bottom DF/SP SPF/HF 133/160% 133/160% MSTC48B3 3 914 12 -10d 4 10d 38 -10d 3930 3380 160 MSTC66B3 3% 1114 14 -10d 4440 3820 Model No. Oa Dimensions Fasteners (Total) 711, . j ,n, z Allowable Tension Loads (SPF/HF) W L Nails Q.,, Bolts: , b �> Nails Bolts. Qty Ola I �f y tl ,j,.3 (133) (160) . (133) (160) MST27 12 • 2Yis 27 30-16d 4 / 3140 3770 1800 2165 2740 3290 1665 2000 MST37 21/243 37% 42 -16d 6 / 4395 5080 2525 3025 3835 '. 4605 2335 2805 MST48 2'/» 48 46 -16d 8 1 4845 5310 3065 3675 4200" 5040 2840 3410 MST60 10' 21/4. 60 56 -16d 10 14 f lip 4`aH 1 E a 4 ,_ kii, : 5600 6510 3480 4175 MST72 2'AG 72 56 -16d 10 '/e ty : r ` .' 5600 6720 3480 4175 HST2 7 21/2 21'/4 — 6 % — — 4350 5220 — — 4030 4835 HST5 L +Iml 211 2514 — — 12 6 % — — 8875 10650 � o , t l:— 4'i �4 w htw — - 8225 . 5550 9830 6660 HST3 HST6 3 2514 -- 12 # 1 Y4 ' . A'' ( r t' 4 .'Ip, era g, — -- 11 100 13320 se e 132 HST /MSTI MSTC /MSTI T,ES • Floor -to -Floor Clear Span Table Nails are not required in the rim board area. When nailing the strap over OSB /plywood, the nails must have a minimum 12 diameters penetration Into the stud to achieve the table loads. CODES: See page 10 for Code Listing Key Chart. The MSTC48B3 and MSTC66B3 are pre bent straps designed to transfer tension load from an upper story shearwall to a beam on the story below. CODES: See page 10 for Code Listing Key Chart. 1. Using fewer than 38 nails in the studs/post will reduce the capacity of . the connection. To calculate a reduced capacity use 129 lb. per nail for DFL/SYP or 112 lb. per nail for HF/SPF. 2. Nails in studs/post shall be Installed symmetrically. Nails may be Installed over the entire length of the strap over the studs/post. 3. The 3' wide beam may be double 2x members. 4. MSTC48B3 and MSTC6683 Installed over sheathing up to 14' thick achieve 0.85 of table loads. 5. Loads govern by .125' deflection from static tests on wood members. BOTTOM RAILS START NAILS 114 UP FROM END 0F5 T MSTC48B3 2w Installation with PRE-BENT no Rim Joist Typical Detail with Strap Installed Over Sheathing MIN. 2.2x OR 4x 38 NAILS . Code Ref. 1.Loads Include a 33% or 60 %° load duration increase on the fasteners for seismic or wind loading, but DO NOT include a 33% stress Increase . on the steel capacity. Refer to page 12 for further explanation. 2.10dx1W nails may be substituted where 40 16d sinkers are specified at 0.77 of the table loads. 3.10d commons may be substituted where 16d sinkers are specified at 100% of the table loads. 4.16d sinkers (9 gauge x 31/27 or 10d commons may be substituted where 16d commons are specified at 0.85 of the table loads. 3, 39, 5.Allowable bolt loads are based on parallel -to- 88 grain loading and these minimum member thicknesses: MST -2W; HST2 and HST5 -4 ", HST3 and HST6-4W. 6. Use half of the nails In each member being connected to achieve the listed loads. 7. For overlap splice details, refer to T -CMST. 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E W U 0 zw ere -s7°A,ce =ea - 2O PGA 425 pGF C /ions VSO r XI c "6 ' ncwp, 414 >25 ev ptf 7 CD Psi' /0 ptp a & pG z../ - 31 }' 6z-0 Gl Z70 P c 1 1 /le.¢ --P. 62, 75`6 g , 5" 73. e3 /- t D 3/ • Gc' _ 08 P p 6t) '—e 2 / _ ' 3 6 iz 0 6f ZJ 75 4 c I f c(&_... 3G 3) 0—$2994e' P7r ', z 'Z > 1s -5 ' ;,_5/ n (7*-5 t (v go w _ 2g 2 = S / Z 2. - ' c a >/ j = _s X �rS --vr? sd _$ - 7 7 c� o r„-- Y 7 cf 2 • a-v47 /G/ 3' \,3 v\lA- N(0‘ VTION SYSTEM KING CO. FOR POUT DRAINAGE 40 PIPE SLOPE _7 fes I 4c/L_ rucolaio(--- rC,S4,(As eyorA, p-Tovt LI s4 „,p otA ,s+i UfrayArot N e_ V " `^-vim ` 'f ow r odo--PA/he5 wl [l vx2f L— -� lo ms's x • T1 c.. Coop PE 10 6- 'Y 5 �PL I c44-'77 od\) -��� 1 5 Tr;°r 4 reswu -/--kck i +v62-P-, G ArSoL, OA) S.-e.e.-t. 5-fov Spei,ca CONNECTOR ( X33_ 0f73 DETAIL TYP. N.T.S. = CITY OF TUKWILA : 'KING COUNTY, WASHINGTON BOUNDARY ONE ADJUSTMENT FIL � N 0 . Le: D8 -0 : ' DEPARTMENT OF ASSESSMENTS APPROVALS: Reviewed Short Examined and approved this 2 day of 9rMe Zoo RECORDING NO. VOL. /PAGE a�.g/X3 � and he and approved by the Subdivision Committee eby ce if for filing this 0 day oRItIff< Scott Mr.hf. SCALE: AaIx-x��or /j DECLARATION Know OH men by these prdients' the t we, the undersigned, ownerr§) in fee simple ar:the land,&re'ic►.described do hereby moke o Line Ad"lusrment. Tfre.undersigned - •further declare'This Boundary Line Adjustment to ;be a graphic repr :Sentatksi of said,Boundary Line Adjustment of said and .same is,3iade with :t fr he ec :consent and in accordance with .: the desires of the owuer(s). ••° IN WITNESS WHEREOF v u set our trends and.5eais. :• . . ,,-'•'•ACCORDING. ' -: ti: • .• ti Chaim l2t e � r t, ,Short Subdivision Committee r Deputy Assessor PORTION OF _SE 1 /4 of _NE_1 /4, S._2_ T._23 N., R. 4 _E., W.M. Account Number n441000155 OO47000140 OLD LEGAL DESCRIPTIONS 5 PARCEI A ... LOT 3. BL'OSK 2. ADAMS fI 3ME TRACT SE,EOND ADDITION. TO THE;flLA•T' THEREOF RECORDED IN VOLUME 12 OF FEATS, PACE 90,.•RECbRDS OF KING OUNTY. WASHINGTON; •�. ,.EXCEPT THE NOH 135 FEET g THE WEST FEET'THERF. THE RT 6 8• I;O[/'661.38n1e0s.661.41' is PARCEL,.B PARCEL B. CITY OF TUKYAt1C.EoUI+�ARY LINE ADJC1STMENT NO. ,;f . 106 RECORDED UJJOER RECXIRDING NO. 2006047.19000 : - t2ECORDS Elf KING CQUNTY, WASHRdL1TON. :: ti• ': Y a NEW iGAL DESCRIPTIONS a ° ' .- THE NORTH 135.00 FEES OF TRACT 3, BLOCk`'2, ADAMS HOME' - •� TRACTS, ACCORDING TT.THE •PLA- •THEREQF'RECORDE{f IN VOLUME - • a u ° 11 OF PLATS, PAGE 31. RECAREfS OF KING COUNTY, :WASHfNGTON; ti:' EXCEPT THE WEST 68 FEET TT-fEREOF. .+ ° E • :..:. J la So. 144// St. Found 1/2 brass pin in concrete in ease - 6/11/99 NOt'12'S7 - E Basis of Bearing (Assumed) Plat 661.00' calm SO. 146th St Found brass disk in concrete in case - 9/15/04 CONTROL • "" State of Washington County of A, 1C On this day personally appeared be fore me 1 A( .1PS't to me known to be the individual who executed the foregoing instrument and acknowledged the he /she signed the some as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of ; T c 3.'-/ PC-0 PARCEL B : " s .:': '� •'•" .' 13 TRACT 3, BLOCK 2. ADAMS HOME TRACTS, ACCORDING TA THE -•. : :, : ., u PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE .:a �,. "•' -,,-: " . RECORDS OF KING COUNTY. WASHINGTON; EXCEPT THE NORTH : : ,. , , : u • ° 135.00 • FEET T HEREOF; " " '• / .• - • •• ...t AND , a P 6 O CITY OF TUKYALA BOUNDARY LINE ADJUSTMENT NO. o L 05 -077. RECORDED UNDER RECORDING NO. 20060411900016, N RECORDS OF KING COUNTY. WASHINGTON. Found 1'pipe w /tack in case ' - s•• 2.79' east & 1.21' south of cola. intersection - •,:,. 71/21/05 • f "'• ` s � ,•'' `l a -'•' S u ...7 • lo • �� " ,,•.- c •_ eo . ........„ ...:• .• .... „..:......:....„.:. .:. ...:• ...:::. .. .. .• •. •• :: .• ... .• .• .. :: .. .. .... •..• ... .... ...... I ' ss d ' .' •' 15 ..• .:::.......::: A:.... nts , ; .c' : s : Found /4';spke w/1 • ,)'.20' south' do 0.59' .Y of calc.,ffitersection 9/15/94 N 252.46' /1) I ( / AS (� • . .. ....... . .. . .• ...:... .. -1/2 washer east - 48th St. S87•59'05 - E (c) 252.8' P ) ( - (2) \, 1 , 'Ia e 0 .:...., ss•• _ r 1 (3) , SI TE ..., — _ : '+' Signature �LC�(vL 4 (4. . _ Name as commissioner} f t t C i { l Title Nutur'& : .•-• My oppointmt l�`�•'.29 - r 0 •• . N t '' f :.,. -•" ' � 4 y 1 • �. � s tp r �'r' State of Washn ��"'� 9 °f °F WAS �, County of + + +H „ tv,v�" • • ..,,,... . . -.. -• On this day personally appeared be fore me to me known to be the individuao l who executed the foregoing instrument and acknowledged the ' • ' he/she signed the some as his/her voluntary act and deed "s.,..,. for the uses and purposes mentioned therein. GIVEN under my hand o seal this day of Signature Nome as commissioned Title My appointment expires at M 20080625900002 lest of Sr txu NOIES NI.AN 113.N pA0EM1 a a= 08/53/2006 119:36) KING coaxer, UN Q �� . (� Mgr. Supt. of R cords Lgf1D CERTIFICATE iiCC I. c4efezir •%roef"r , registered as a land surveyor by the State of Washington, certify that this plot is based on on actual survey of the land described herein. conducted by me or under my supervision; that the distances, courses and angles are sho thereon correctly, and that monume is oth = than those monuments o R ' 1 . note, hove lot ro e been set and lot f f � - a ed o � round as depicted on the plat. y V tra360q SURVEY FOR: Sukhbir Crewel 4224 So. 148th Street Tukwila, WA I _ __ F'111 57431 CHR�ET PROF.E P.O. Boit : 813, Seeli rst, Vashkngfon • ■ LAND S ORVEYINO, f Si1RVEY0f3S 98062 :7206) 242 FAX (206Y213:J579 . OWN. BY '''• LW DAVE 5/5/ .• ' bATg FlEtO 8/28/O1t JOB NO. 597/21 PROJEGTFN0. 0622811a CHKD. BY REVISED 6/273/08 SCALE' • " SHEET ::;,: 1• •OF 2 C c CITY OF TUKWILA CO.UN.T WASHINGTON : s" . BOUNDAY ADJUSTMENT FILE L0—O32 •.• • -.• SEEPAGE 2 OF;•-2 •:* •••••••., FOR CONTROL.:.• • ...,•• 20 ••••••••*: NEW PARCEL AREAS 11 Meridian Assumed ORIGINAL PARCEL AREAS C'4 PARCEL A = 30.028 5.f. ± or 0.69 acres PARCEL 6 = 50,1349 s.f. ± or 1.17 acres ± PARCEL A = 7,859 s.t ± or 0.18 ± PARCEL B = 73,018 s.f.± or 1.68 acres ± Note Field data for this survey was obtoined by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steer tope. This survey meets or exceeds the standards contained in WAC 332-130-090. 252.4-6' C (P) :59.05.E — Northwest corner Tract *.••• i .:. . .••• •.•• ...• •• 1 . .... •• c:' ,.••• •'''.. •.: . •:. 110111111111111 20080625900002 sIo'.I, le HZ KM 113.11 KIG igulTvrir Mgr. at M Jest of Supt. of Records .•.* .••• •■••• t 5 C 01- 11 /3' ..• .... • •• •• ... ••••• • .••• Found rebar w/cop #19635 0.33' west . 0 • ::. :■•: . • •:.: .: ..• •• .. • ..... , .„ .• • • •• .., s• ..• ' .. •••• ••• ••• • • , :.■ .S.:. . . . .... ••••••• •... ... •-• .• S •• '...‘ ••• • • .• • :: • s (2) • • ' Found rebar w/cop 19635 - "marked corner 1.0' south" - 2.27 north & 0.45' west of ark position. (7.9) 0 cel So. 148M Street Exception •:•• LAND Still3V, , rbete. EYQR'd CERTIFICATE I, LAND land surveyor by the State of W shington, certify that this 1 plot is based on on octuol 'survey of the land described I herein, conducted by me or under my supervision; that the distonces, courses ond ongtes are shown thereon correctly, arid thot ni onurne ther than those monuments opp • hove been set and lot Aar :0 4 A t ,,, depicted on the plot. :‘,, N ' ** S87'5905E PARCEL A •••:•„. 8.' 126.2 • ••: S87'59 (18) NEW LOT UNE (Tax Lot #0042000135) - • LEGEND Concrete Monument in Case x Tack in Lead or Nail & Disk O set rebar w/cop #23604 rig Found pipe or rebar 7;■C Fire Hydrant 587 58.22' 1 120.00' .:• • ••• ...,•• • • • w . • • • • • • • • s Ei • • • •• .• .•• 126.18' (c) 126.4 • •:% • • • • • SURVEY FOR: Sidhu Homes 4224 So. 148th Street Tukwila. WA orthwest corner Tract 4 :":••• ..... „•.'" • V :1 •••• PARCEL B 411•//.1111• • • RECORDING NO. SCALE: t bleb 30 rt. 111111 1 1 T 1 1 0 30' 60' PORTION OF SE 1/4 of NEj /4, S._22_, T. 23 N., R. 4 E., W.M. ............... - a • Z .•:•• •:.• •."*" .z• •.• • 0 0 a. .r) n 5 z 0 S87'59 75.71 (LOT 1 - rusP 105-071 KC Rec. #20070612900001) (Tax Lot #0042000144) 75:1' (SP 10-071) (Tax Lot #0042000140) (Parcel 8 TUBLA L05-077 Rec., #20060411900016) • 1■1581:1,1i2-W ' ••••.. .•:•• 357.7e .• „:• ............. • • 28' ,• • • . CHKD. BY REVISED 6/20/08 WC existing fire hydrant 0 1 I N88'05 . 46 - E (SPL05-071) N88 58.42' (SP L05-71) 4-• 58.43' c 134.14' (c) N88130 N88'05.46-E (SPL05-071) ( • VOL/PAGE g •••••• 0 0 CL (/) •■••„ 0 LJ •0 0 ssi 3 SCALE''•* •• 1" = .30' •„•. (LOT 2 • TUSP L05-071 r ••• 0 1 0 0 La —I 03 ri Zi z 0 co csi Li r: n 33 •-• - KC Rec. N20070612900001) 0. . SOF-I R6ETEP LJ N DitifIRVEY I N PROF.gSIONAL...-tAND SfiRVEY* P.O. B•30313., Seohilact, VashIncciOn 98062;i2063 242-A21 FAX (2cope434i OWN. BY '•• DAE 5/5/0 'JOB NO. 4g7/21 LAW : DAM nEU18/28/0e; PROJECTO. 0622811a SHEET 2,5:or 2 11 -01 -2010 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No. D07 -409 4645 S 148 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/13/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension-of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 12/13/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File: Permit File No. D07 -409 City of Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 10, 2010 Gurdip Singh 4224 S 148 St Tukwila, WA 98168 RE: Request for Extension #2 Development Permit No. D07 -409 4645 S 148 Street Dear Mr. Singh, This letter is in response to your written request for an extension to Permit No. D07 -409. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 90 days, through December 13, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit No. D07 -409 City of Tukwila Department of Community Development Jack Pace, Director W:\Pennit Center\Extension Letters \Permits\2007\D07 -409 Permit Extension #2.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 TO/TO 39Vd To: Bob Benedicto Building Official City of Tukwila Subject: Request for extension for permit 007 -409 Dear Sir, I would like to request you for extension on permit number D07 -409 for 90 days, because I am still not able to do get the surveyor certificate for the height measurements. So please take my request to grant the extension. Sincerely, Gurdip Singh °39/V Sek C . 1 7 / mit9A[c. RECEIVED SEP 0 9 2010 COMMUNITY DEVELOPMENT H9NIS dlQbll9 88L8££b90Z Z0:£Z 0IOZ/60/60 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No. D07 - 409 4645 S 148 ST TUKW Dear Permit Holder: City of Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/13/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 09/13/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D07409 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No. D07 - 409 4645 S 148 ST TUKW Bill Rambo Permit Technician File: Permit File No. D07 -409 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/26/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/26/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 24, 2009 Gurdip Singh 4224 S 148 St Tukwila, WA 98168 RE: Request for Extension Development Permit No. D07 -409 Dear Mr. Singh, This letter is in response to your written request for an extension to Permit No. D07 -409. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 90 days, through March 26, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit No. D07 -409 City of Tukwila Department of Community Development Jack Pace, Director W:\Penmt Center\Extension Letters \Pennits\2007007.409 Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 v , 8 e(1 L;j Dear �rJ k 6074 Ive I Li te. yvb,,,,,f 67- ,4o Di s kr;ii r AK 414 62' 0 pot 4 . 02.1,/ S, Pipe "Tit icxvi L-14 fio res - 4 1bI2( GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No. D07 - 409 4645 S 148 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/27/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/27/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D07 -409 City of Tuk;l vita Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 09 -08 -2008 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit Application No. D07 -409 4645 S 148 ST TUKW Dear Permit Applicant: Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall it Technician Permit File No. D07 -409 City of Tukwila In reviewing our current permit application files, it appears that your permit application applied for on 11/01/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 10/27/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 10/27/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. U Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila. WashinEton 98188 • Phone: 206 - 431 -3670 • Far- 206- 4 -3hr5s July 22, 2008 Gurdip Singh 4224 S 148 St Tukwila WA 98168 Dear Mr. Singh: City of Tukwila Department of Community Development Jack Pace, Director RE: Request for Permit Application Extension #2 Development Permit Application No. D07 -409 Mechanical Permit Application No. M07 -234 Plumbing/Gas Piping Application No. PG07 -291 Electrical Permit Application No. EL07 -641 Sidhu Homes — 4645 S 148 St This letter is in response to your written request for an extension to Permit Application Nos. D07 -409, M07 -234, PG07 -291, and EL07 -641. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the previously extended expiration date (through October 27, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. ,41 File: Permit No. D07 -409, M07 -234, PG07 -291, & EL07 -641 P:\Pemtit Center\Extension Letters\Pennit Applications\ 2007007- 409+ Application Extension #2.doc )em Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 (o Qo • 93.0fotec,W,ti :t Vic, .. 0--VT0Y-Lo LAN . b� S) Y� � 0 A.-- et,-141;0iV., --c:c71••• -45tiL. xt ce.Z14.-a- 4‘;‘)Ui CAdt- ft D 01-,tio 41t! 14 b'231-1i QG b a (3‘‘e- et-1/40"` c-P-k■o^ --co'" Arkod, C.6\-)4A-ciad"' , e sue - ei-s4. cvs-A- yeAforict..4A. waAct;) ,‘%2A1.4.1 eio-t-- . I vtet-gli D4-1.e, 14...zy-12-, ta;-0, _ sb 7r_ ukce_ -kb ...42_51u4-- r, '4 ,vim e)l'i y' f h 01'I2sk ?oi-)A- f ,Liez-tiiit%5 , —IIARAAJ- 61-rr io/p-ba % , 4g-40.o/it:Pa 054 vx WS '7-21 C. I 'IPC' tM/ qo dal& 0/5/as 7°6- 2 - 1 14 -licr 71-1c-i-Atdek ---- b REC EIVED J UL 1 41009 0 MUNlTy 06 -05 -2008 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit Application No. D07 -409 4645 S 148 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 11/01/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 07/28/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 07/28/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, kAi er Mars 11 it Technician xc: Permit File No. D07 -409 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 April 10, 2008 Gurdip Singh 4224 S 148 St Tukwila WA 98168 Dear Mr. Singh: Sincerely, 1 P. File: ifer Marshall it Technician City of Tukwila Department of Community Development Jack Pace, Director RE: Request for Permit Application Extension Development Permit Application No. D07 -409 Mechanical Permit Application No. M07 -234 Plumbing/Gas Piping Application No. PG07 -291 Electrical Permit Application No. EL07 -641 Sidhu Homes — 4645 S 148 St This letter is in response to your written request for an extension to Permit Application Nos. D07 -409, M07 -234, PG07 -291, and EL07 -641. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through July 28, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Permit No. D07 -409, M07 -234, PG07 -291, & EL07 -641 P :\Pennit Center\Extension Letters Tent* Applications\2007\D07 -409+ Application Extension.doc )am Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Re% di R Yly i t ,04-cd;t0i.S • D-0-4— o , Mol_21 go7._ 2 re- d✓ pifiRt cireSS 4 1 64k si Sd-zitck 2.evkes -co./ a � ' P te r. `\ , P S ci.&,'...eA,i2g . ed/fir 6/1141A) ovve, ekv, -e/x D7s alligckeirosa ?dd. (ate-no. aie&arint( i '7_ .6 " \ir'ir04)-1[ D4/08 r p 014114/db 0-t‘ . h,-)Q-+ c br-.c. e.. i.' U !Cw i t_ pt i o t. 2.■6 5* (etc I 03 -05 -2008 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit Application No. D07 -409 4645 S 148 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 11/01/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/29/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/29/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Ter Marshall Pe • 't Technician xc: Permit File No. D07 -409 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 U November 5, 2008 Mr. Gary Singh Sidhu Homes, Inc. 4224 S. 148 Street Tukwila, WA 98168 Subject: Permit Nos.: Parcel Nos.: Dear Mr. Singh: N City of Tukwila Department of Public Works Private Loop Road & Half Street Improvement within S. 148 Street at 4615, 4635, 4643, & 4645 S. 148 Street PW06 -044 / D07 -409 / PW06 -100 004200- 0130/004200 -0140 James F Morrow, P.E., Director Jim Haggerton, Mayor In response to your "Request for Private Road Configuration Confirmation" letter, dated October 17, 2008. 1. Private loop road configuration shall be a minimum of 20' in pavement width, with standard curb /gutter and 5' sidewalk; on one side. Private loop road shall be constructed as shown on civil plan sheets, under a revised Public Works permit no. PW06 -044. 2. Revise the civil plans under Public Works permit no. PW06 -044, to include the entire Private loop road and the design for the half -street improvements within S. 148 Street; as part of the future 9 Lot Short Plat. 3. Revise the civil plans under Public Works permit no. PW06 -044; to include a storm drainage system to be constructed/installed from the Northeast corner of the future 9 Lot Short Plat, to the East end of S. 148 Street. 4. Revise the Storm Drainage Report to include the entire Private Loop Road, the proposed half -street improvements within S. 148 Street, and the storm drainage system to be constructed/installed from the Northeast corner of the future 9 Lot Short Plat, to the East end of S. 148 Street. 5. The storm drainage system for the Private Loop Road; shall be constructed as shown on civil plan sheets, under Public Works permit no. PW06 -044. The revised plan shall include a series of infiltration trenches beneath the pavement, and shall overflow to the S. 148 Street storm drainage system. The proposed storm drainage system meets Public Works requirements. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 Mr. Gary Singh Page 2 November 5, 2008 6. Half - street improvements adjacent to 4615, 4635, 4643, and 4645 S. 148 Street; shall include a portion of pavement, curb /gutter, and 5' sidewalk. Street lighting within S. 148 Street may need to be up- graded. The new half -street improvements along the South side of S. 148 Street, shall provide for on street parking. 7. As part of the civil plans under Public Works permit no. PW06 -044, provide any water plans, that have been approved by Water Dist. 125; for the proposed 9 lot short plat. Label on plan sheet(s), any water lines, fire hydrants, etc. that have already been constructed/installed. 8. As part of the civil plans under Public Works permit no. PW06 -044, provide any sanitary sewer plans, that have been approved by Valley View Sewer Dist.; for the proposed 9 lot short plat. Label on plan sheet(s), any sanitary sewer lines, manholes, etc. that have already been constructed/installed. 9. Provide a draft copy of any Private Ingress/Egress & Utilities Easements and Maintenance Agreement; as part of the proposed 9 lot short plat In addition, the following sequence for approval and construction needs to be followed. a. Obtain approval for Building Permit no. D07 -409 at 4645 S. 148 Street, based on designed of private loop road section. b. Submit SEPA application for 10 dwelling units and submit for a 9 lot Short Plat. c. As part of the 9 Lot Short Plat, revise Public Works permit no. PW06 -044. d. As part of the 9 lot Short Plat, demonstrate that each house on the loop road will have 4 driveway parking spaces in addition to their garages. e. Construct private loop road and half -street improvement within S. 148 Street for final approval of the 9 lot short plat and prior to issuance of any new building permits. If you have any questions, please feel free to contact me at your convenience. Sincerely, d ozmuu..cy James F. Morrow, PE Director, Public Works cc: Stacy MacGregor, Assistant Planner Bob Giberson, City Engineer David McPherson, Development Engineer DATE: October 29, 2008 APPLICANT: Gary Singh RE: D07 -409 ADDRESS: 46XX S 148 St PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433- 7166. The comments from the last submittal were not fully addressed: 1. See red -lined notes on sheet no. DD07- 4270 -P7. Add these notes to the plan sheet. The setbacks need to meet code and are called out and clouded on the sheet. 2. Submit to Public Works sheet DD07- 4270 -P7 for stamped approval. The copy stamped by Public Works dated 10/6/08 has been revised and requires resubmittal of revised drawings for subsequent approval. 3. Sheet DD07- 4270 -P2 needs to show the finished height of the building from the midpoint of the roof to the finished elevation including a note that the final height won't exceed 30' from the finished elevation to the midpoint of the roof. 4. Label the height at the top of the roof. 5. Label the height between the finished floor elevation and the top of the roof. 6. The building final will be conditioned that the applicant obtain a survey demonstrating that the final height is not in excess of 30' as defined by TMC. 7. Obtain a signed approval from Jim Morrow for the proposed loop road to include phasing, infiltration, road width, and frontage improvements. October 6, 2008 Gary Singh 4224 S 148 St Tukwila, WA 98168 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -409 Sidhu Homes, Inc. — 4645 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 enclosed comments from the Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 433 -7166 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, encl File No. D07 -407 Cizy of Tukwila Department of Community Development Jack Pace, Director Brenda Holt Permit Coordinator P:Wennit Center■Correction Letters V007007-409 Correction Ltr #2.DOC Jon Ivor Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: September 24, 2008 Project Name: SIDHU Homes Permit #: D07 -409 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. The exterior back door stairs and landing have been removed from previous elevation and plan view drawings. Please provide a detail to show a landing at the exterior door with stairs and a landing at the base of the stairs. Open risers on stairs are permitted provided the treads do not permit the passage of a 4 -inch sphere. General notes indicate this however details shall be provided with dimensions and material specifications. (1RC 8311.4.3 & R311.5.3.3) 2. Provide details with specifications for the post pad shown in the garage. Specify hardware for all post base, post to beam and beam to beam connections. Hardware specified shall be sized to meet design strength for each application. 3. Master bedroom windows do not meet egress. Egress windows shall have a minimum net opening no less than 24 inches in height, 20 inches in width with a minimum net opening of 5.7 square feet. Revise the windows and the window schedule to show master bedroom and all other bedroom windows specified shall meet code for egress windows. (IRC R310) 4. Provide notes on the floor plan to indicate garage floor shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry door. (IRC R309.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. The comments from the last submittal were not addressed: 1. Please amend your building plans to reflect required setbacks. The submitted plans show roof and gutters encroaching on the required setbacks along the east side yard. 2. If the implied private road along the west side of the property is applied for as illustrated, the roof, gutters and upstairs bump -outs will encroach on the required setbacks and the private road will not be approved. 3. The proposed private road will create a second front along the western side of the property which will require 10' setbacks. 4. Include second floor bump -outs that are not shown on drawing no. DD07- 4270 -P5 (fireplace and ?) Additionally: October 1, 2008 Gary Singh D07 -409 46XX S 148 St PLANNING DIVISION COMMENTS TMC 18.06.740 Setbacks "Setbacks" means the distances that buildings or uses must be removed from their lot lines except that roof eaves may intrude a maximum of 18 inches into this area. 5. The house appears to be too tall. Provide a scale for sheet DD07- 4270 -P2. Building height can not be greater than 30' at grade with height calculated according to IBC guidelines. 6. The proposed loop road requires approval from Jim Morrow and Jack Pace prior to approving these plans. This needs to be addresses before this house can be comprehensively evaluated. 7. Label elevations north- south - east -west rather than front - rear -left- right. 8. Tukwila Municipal Code (8.25.020E) allows no more than 50% of the front yard to be paved. Label surface leading up to the front porch and provide dimensions. Ensure than no more than 50% of the front yard is paved. 9. Since the lot dimensions are not clear (with both the loop road and a short plat both anticipated), the allowed size of the house can not be confirmed. Label the intended property lines on the plan set. A December 6, 2007 Gary Singh 4224 S 148 St Tukwila WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -409 Sidhu Homes, Inc. — 4645 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 enclosed comments from the Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. nifer Marshall 't Technician encl File No. D07 -407 City of Tukwila P :\Pere it Center\Correction Letters \2007\DO7 -409 Correction Ltr #1.DOC 1em Department of Community Development Steve Lancaster, Director Stacy MacGregor at 206 433 -7166 if you have questions regarding the attached memo. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 1 Building Division Review Memo Date: November 16, 2007 Project Name: SIDHU Homes Permit #: D07 -409 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. A review of the general notes show that many of the code notes and tables are not consistent with or have been updated with the current 2006 Building and energy codes. Please review all general notes, tables and details and make corrections to show compliance with the current 2006 International Building, Residential and 2006 Washington State Energy Codes. 2. Show smoke alarms outside each separate sleeping area in the immediate vicinity of the bedrooms. (2006 IRC R313.2 item # 2). 3. Some windows that require safety glazing are not identified as safety glazing. Identify all windows that require safety glazing on the plans. (2006 IRC R308.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: November 14, 2007 APPLICANT: Gary Singh RE: D07 -409 ADDRESS: 4645 S 148"' St PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 1. Please amend your building plans to reflect required setbacks. The submitted plans show roof and gutters encroaching on the required setbacks along the east side yard. TMC 18.06.740 Setbacks "Setbacks" means the distances that buildings or uses must be removed from their lot lines except that roof eaves may intrude a maximum of 18 inches into this area. 2. If the implied private road along the west side of the property is applied for as illustrated, the roof, gutters and upstairs bump -outs will encroach on the required setbacks and the private road will not be approved. 3. The proposed private road will create a second front along the western side of the property which will require 10' setbacks. 4. Include second floor bump -outs that are not shown on drawing no. DD07- 4270 -P5. 5. The implied lot dimensions of 135' x 65' = 8775 sf lot allows a 2822 sf house. House footprint, as proposed is 3141 sf (if eaves and gutters are equal or less than 18" and there are no second story bump- outs). Therefore the house will be too large to approve the implied future boundary line adjustment. 6. Please consider orienting the garage to the western proposed private street rather than to the public street. 1) Please revise your site plan per attached mark -up and schedule a meeting with Ryan Larson, PW Senior Water and Sewer Engineer at (206) 431 -2447 before resubmitting. 2) Joanna Comments 1 D07 -409 PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 3, 2007 PROJECT: Sindhu Homes PERMIT NO: D07 -409 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1 COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -409 DATE: 11 -04 -08 PROJECT NAME: SIDHU HOMES SITE ADDRESS: 4645 S 148 ST Original Plan Submittal X Response to Correction Letter # 3 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Complete Please Route Documents/routing slip.doc 2 -28.02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -06 -08 Fire Prevention ❑ Structural ❑ Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions s1O(4I Planning Division ►,/ Permit Coordinator Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12 -04 -08 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 - 409 DATE: 10 - - PROJECT NAME: SIDHU HOMES SITE ADDRESS: 4645 S 148 ST Original Plan Submittal X Response to Correction. Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: lo ° Bul ng Di vision 1 Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 1,-ob APPROVALS OR CORRECTIONS: PERMIT COORD COPY �.. Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ w ed Plannin Division Permit Coordinator DUE DATE: 10 -14 -08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: DATE: C DUE DATE: 11-11-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only jY CORRECTION LETTER MAILED: 10 * 3 (O U Departments issued corrections: Bldg ❑ Fire ❑ PingjRC PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -409 PROJECT NAME: SIDHU HOMES SITE ADDRESS: 4645 S 148 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 09 -19 -08 Response to Incomplete Letter # Revision # After Permit Issued DE ART ENTS: 61 Buil visibn Public Wor i) ' Complete TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 61 '1Z Fire Prevention Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) da�id( -0 t7 Planning Division X Permit Coordinator x DUE DATE: 09 -23 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 10-21 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) L rl Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ® PW ❑ Staff Initials: 6-0) ACTIVITY NUMBER: D07 -409 DATE: 11 -01 -07 PROJECT NAME: SIDHU HOMES SITE ADDRESS: 46XX S 148 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: , 11. Bu ing vision P blic Worksl A L 1 DET RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete FV Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 .�.� PERMIT COORD COP PLAN REVIEW /ROUTING SLIP SIB ,4w 0111 °1 Fire Prevention n n DATE: C64(1( ►6. L01 Planning Division Permit Coordinator n DUE DATE: 11-06-07 Not Applicable ❑ No further Review Required n DUE DATE: 12-04-07 Approved n Approved with Conditions ❑ Not Approved (attach comments) IV Notation: REVIEWER'S INITIALS: DATE: del Bldg Fire ❑ Ping PWZ Staff Initials Contact Person: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci. tukwila. wa. us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I f 1 by I O Plan Check/Permit Number: D07-409 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: §IDHU HOMES Project Address: 4645 S 148 ST \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: Summary of Revision: 1' , F- Sheet Number(s): � "Cloud" or highlight all areas of revision including d e of revisi n Received at the City of Tukwila Permit Center by: tg' Entered in Permits Plus on 11- 1 '(-Og Steven M. Mullet, Mayor Steve Lancaster, Director ORY OF TUKWILA NOV 042008 °ER tyl Summary of Revision: Entered in Permits Plus on City of Tukwila appappill cationsTforms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 0 / / 0 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SIDHU HOMES Project Address: 4645 South 148 Street Contact Person: Gary Singh Plan Check/Permit Number: D07 -409 F RwISe L Pal Q,S a 13 r / O Sheet Number(s): °� 1 3 / 1 1/4/ C� . "Cloud" or highlight all areas of revision including date of revision CITRn OCT 0 9 2009 PERMIT CENTER Phone Number: b `o 2M'4- Received at the City of Tukwila Permit Center by: City of Tukwila REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 "7 ❑ 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: Sidhu Homes, Inc. Project Address: 4645 S 148 St \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Received at the City of Tukwila Permit Center by: Entered in Permits Plus on "{ `ICS -O g Plan Check/Permit Number: D07-409 Steven M. Mullet, Mayor Steve Lancaster, Director Contact Person: 1a Y Phone Number: c2 0 6 - 29 1' i9bO Summary of Revision: 1 AAJ J,r;,,,l D t V i S ill" C KM a/re a k ■ L14t41 t'Je t/ p (PL „S ) Z. Ci' 112d ,-- -fie._ 4-14514")e- S; 2e. V) - ,�eJ 4 L plain -Ye5� at,eL L�eS f.ak Sabo SF. f - >, o \- v �6 l S ∎tJL ' styVta . PL4&' Wu s ; — nlr,',i C -.. 4 g-i.5 s-Li-1., afl,4c1d3L-4- Its T .o& . 4 t. �7 il_ Qi � Ft k C C A , - c vd, & s O A A L t v ,4- -, i MIttwd etiveR Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision_ RLCENSC. CITY OF TUKWIL► SEP 19 20M PERMIT CENTER `CONTACT PERSON - Who do we contact when your concurrency certificate Is ready to be issued Name: Mailing Address: As A h vi E-Mail Address: (a r S tt Z, c e ��"` �• %& Scope of Work (please provide detailed information): Mailing Address: CITY OF TUKWILA Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 tIttni/www.cltukwIla.wa.us PROPERTY OWNER OR AUTHORIZED AGENT: Signature: Print Name: ARy in/ H F.VCyndylConconcncy & lmpoct F.cs Tofiie Cologne rcy Application 1.28.07.doc ►. Permit No. D - c ' 4 ' t ` CO S b Project No. P07- ta 9 City (For office use only) TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print• SITE LOCATION 1, pe) King Co. Assessor's Tax No.: 00y OOO/ /O Site Address: 461/5 S ,.�/ F I s'74, TUL wl L A i b15 Suite Number: Tenant Name: Property Owners Name: — LhJuE�_$6 Mailing Address: LI a a . /' " E5 , s1 � v rzai State ZIP Type of Existing Use: 1` oxe. Size of Existing Use: Is existing building vacant? `.a For how long? Day Telephone: 2(4 - -Z(yr/ O0 coy / state Zip+ Fax Number: 2-D 6 —933 $7 g �' ‘ 41 . 247 / 7 Aiii i; fy Type of work: LEI New ❑ Addition ❑ Change of use ❑ Remodel ❑ Tenant Improvement Typc of Proposed Use: r s Size of Proposed Use: klirr PERMIT APPLICATION NOTES — Expiration — The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. If the submittal Is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance of the notice. Once the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the developer possesses a valid building permit for the development. Extensions maybe granted in accordance with TMC 9.50. Transferability — A certificate of concurrency is not transferable to other land, but may be transferred to new owners of the original land. A certificate of concurrency shall apply only to the specific land use, density, and intensity described in the application for a development permit or building permit. 1 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. Date: /02-1.5.-v 7 Day Telephone: 74, . 25(9. -/ oo — z/ Caul c • l - 4' State Page 1 of 2 i Date Application Accepted: Dq IIca) 0 Date Application Expires: / ,2 d • Staff Initials: 4 v 1 .: . ., r � .� e Ow I , �� � ' x. � ;:: ... r .� �%s c` , �� � R ? ,., � �i A� x '_ e rr r,Atier?tiecin aot ?ersq ,, t � . . . Name: s /13F-1 V M 4 S, �^C . Name: 5 v...1L Address: ,- ' a Ll S. l y b 5.F.-. Address: Phone: 2.&6-2-411-/ 9 d V Phone: 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 This certificate is for the purposes of: IX Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Owner /Agent Signature applications \water availability (7 -2003) Printed: 9 -16 -03 'B: • To:-be cgmpletedxby wat 4 tilit y ;dist;ric 1. The proposed project is within 1 Lc l{ w L I ti. k : vl.c Co.,.,. +G t,A.a_rs Q i5 i .1Z5 Agency/Phone Z oh- 2- z..- 95" 1 7 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: poi- --(-101 Tart; ompletecl I 1p ,spplica Site address (attach map and legal description showing hydrant location and size of main): X x se>u-d, ❑ Preliminary Plat It . 1 } Sv s , 3/9 Vehicular distance from nearest hydrant to the closest point nf,S 25 Area is served by (Water Utility District): /ZS VVV//''ll �i CC1I""ii ❑ Short Subdivision ❑ Other 1 °t \ &'- Date J, 0 By This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" (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: RECEIVED CITY OF TUKWILA NOV 012007 PERMIT CENTER (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 (, gpm at 20 psi residual for a duration of 2 hours at a velocity of (r, fps as documented by the attached calculations. 5. Water availability: Q service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. et;f2 I hereby certify that the above information is true and correct. /a ^ /o-e' Date C ic -,�_a� 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 governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature C ` Date \° \°°\\`''Y District Representative 4.4 Date I 0— /0 —0 7 Part AN To' Be Completed by Applicant) Purpose of Certificate: El Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 21 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: G , Sx •s\(\. Phone(Z�) Zyu - iqi vp Property Address or Approximate Location: Tax Lot Number: ' Coin S 1 48 1 SA- . d 0 d2.occ 140 • Legal Description(Attach Map and Legal Description if necessary): B / os- 07 ndo-t .._s 1- tow.er - Trs 2- ndd r Q o-c- - 1` Lcp c-o--* cd ; ,r. Lo -4 s 1 -4_-L,.. o -c- CAL Z ( -_; F S k) PLAT" • Part 13: (To Be Completed by Sewer Agency) 1. `® a. Sewer Service will be provided by side sewer connection only to an existing size sewer 0 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): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 41 a. The proposed project is within the corporate limits of the District, or has been grantecig►HD Review Board approval for extension of service outside the District, CITY OF TUKWILA OR ❑ b. Annexation or BRB approval will be necessary to provide service. NOV 0 1 2007 4. Service is subject to the following: PERMIT: $ PERMIT CENTER 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: . eavot_4vi By CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 • ❑ Certificate of Sewer Availability 14816 Mill' y Road South P.O. Box brei50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 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 fr e date of signature. tic? het 5 w Title Date /0/361e,2 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER ABILITY The following terms and conditions apply to the attached Val Vue ewer District ( "District ") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced n ( "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 2. This Certificate creates no contractual relationship between the strict and the applicant and , its successors and assigns, and does not constitute and may not be relied upon as he District's guarantee that sewer service will be available at the time the applicant may apply to the t 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 fully understand the ter 1S and conditions herein. Applicant's Signature t4\bl\ Date i 4:71 a g fl ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER ABILITY The following terms and conditions apply to the attached Val Vue ewer District ( "District ") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced n ( "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 2. This Certificate creates no contractual relationship between the strict and the applicant and , its successors and assigns, and does not constitute and may not be relied upon as he District's guarantee that sewer service will be available at the time the applicant may apply to the t 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 fully understand the ter 1S and conditions herein. Applicant's Signature t4\bl\ Date ,ri. = 2 74.60 E.EL.= 271.95' — 12 PLC A01-`e.; " be 9 /% �°- �O f rtsyn Rog... &WA._ ECCI V 44) MJA-P1.\*. 2'ulct lam~ FRONT` ELEVATION 9302 5;t v\ j +k , 3R C IvDKTH 61.. of PoDr+ tri r r L 3 ag G, q V wilt be 295' 4 \v 7e`b t k 36" MINIMUM HANDRAILS TYP. PLuoY ike.V, ---- 276' 5y r--1:5 i 4y (ox- .f,', l 4,rQcte L 27 • G° . P.EL. =274.6 vm,t9oktY IN 7-0 a o` LL -e 303. Si( 6c, Viok guru eel .k b c-( I . 42" MINIMUM GUARDRAILS 42" MINIMUM GUARDRAILS E.EL.= 275.47' P.EL. = 274.60' • CONCRETE TILE SHAKE PROFILE 1"X4" TRIM OVER. 2 "X 10" BARGE BOARD MUNTIN BARS 4" TRIM ON ALL WINDOWS AND DOORS. STUCCO SIDING fy1tu II . 14 aff IM MAIN FLOOR = 276.54' -A7/./ .60 `! —cep 4 R4 wr N) Se- IV ` s)(M -(LC- G6- (a, DOS G1/44 I 12 HARDI -PLANK SIDING WITH CORNER TRIMS 11 I I 11Th 11 II 1 1 11 I I I I 11 1 1 ► I I1 1 1 1 II II l I I1 II I I II II LI SEPARATE PERMIT REQUIRED FOR: \ L'Mechanicai \ C'IeElectrical Iumbing it Gas Piping City of Tukwila BUILDING DIVISION cs5v,r,tiA-zo Li 1 Surfvey a� i xcess Ve-1 Vie_ l I 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RIGHT ELEVATION (]sT 2 LvP ` ior1) Ev LANCE COD COUP APPR Nod - 6 FELE co Permit No. nnl; itht Plar review approval is Subject to errora and onlssions. Approval of construction documents does not authorize the violation of any adopted a or ordinance. Receipt of approved Field Copy and c � y "ditions is acknowledged: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. : U._ 1 I I I I I E.EL.= 275.75' By , Date: P.EL.= 274.60 I I I I I I T I I I I I I II I O N CORR LTR# 12 0 I <117 • TITLE PROPOSED RESIDENCE FOR SIDI HOMES INC. LOT 4 -3, 46XX 50. 1 48Th ST. TUKWILA, WA. DWN: MB SCALE: I /4 "- I' DATE: SEP. I 2, 2008 CHKD: PHONE: (206) 244- 1 900 DRAWING NO. OD07- 4270 -P2 : < A 1›...„. RECEIVED NOV 04 2008 PERMIT CENTEF DENNEY ENGINEERING AUBURN, WA. 253339. 1373 fEl O Ti �T 0' ili ' .' 1 C NTER r .---- tamo ,ri. = 2 74.60 E.EL.= 271.95' — 12 PLC A01-`e.; " be 9 /% �°- �O f rtsyn Rog... &WA._ ECCI V 44) MJA-P1.\*. 2'ulct lam~ FRONT` ELEVATION 9302 5;t v\ j +k , 3R C IvDKTH 61.. of PoDr+ tri r r L 3 ag G, q V wilt be 295' 4 \v 7e`b t k 36" MINIMUM HANDRAILS TYP. PLuoY ike.V, ---- 276' 5y r--1:5 i 4y (ox- .f,', l 4,rQcte L 27 • G° . P.EL. =274.6 vm,t9oktY IN 7-0 a o` LL -e 303. Si( 6c, Viok guru eel .k b c-( I . 42" MINIMUM GUARDRAILS 42" MINIMUM GUARDRAILS E.EL.= 275.47' P.EL. = 274.60' • CONCRETE TILE SHAKE PROFILE 1"X4" TRIM OVER. 2 "X 10" BARGE BOARD MUNTIN BARS 4" TRIM ON ALL WINDOWS AND DOORS. STUCCO SIDING fy1tu II . 14 aff IM MAIN FLOOR = 276.54' -A7/./ .60 `! —cep 4 R4 wr N) Se- IV ` s)(M -(LC- G6- (a, DOS G1/44 I 12 HARDI -PLANK SIDING WITH CORNER TRIMS 11 I I 11Th 11 II 1 1 11 I I I I 11 1 1 ► I I1 1 1 1 II II l I I1 II I I II II LI SEPARATE PERMIT REQUIRED FOR: \ L'Mechanicai \ C'IeElectrical Iumbing it Gas Piping City of Tukwila BUILDING DIVISION cs5v,r,tiA-zo Li 1 Surfvey a� i xcess Ve-1 Vie_ l I 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RIGHT ELEVATION (]sT 2 LvP ` ior1) Ev LANCE COD COUP APPR Nod - 6 FELE co Permit No. nnl; itht Plar review approval is Subject to errora and onlssions. Approval of construction documents does not authorize the violation of any adopted a or ordinance. Receipt of approved Field Copy and c � y "ditions is acknowledged: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. : U._ 1 I I I I I E.EL.= 275.75' By , Date: P.EL.= 274.60 I I I I I I T I I I I I I II I O N CORR LTR# 12 0 I 1 / �_ `t_ ��C I TITLE PROPOSED RESIDENCE FOR SIDIIU HOMES INC. LOT 4 -8, 46XX SO. 148Tf1 ST. TUKWILA, WA. DWN: HD SCALE: I /4 "- I' DATE: SEP. 12, 2008 CHKD: PHONE: (206) 244- 1 900 DRAWING NO. DD07- 4270 -P3 DENNEY ENGINEERING AUBURN, WA. 253.939. 1 373 RECEIVED CITY OF TUKW1LA OCT 09 2008 PERMIT CENTER t 14 MIN I' 12 -4 ..i/111■\.. MARDI -PLANK SIDING WITH CORNER TRIMS !E.EL.= 275.75' 4 " JT' P.EL..= 274.60 44 .41 _AA k. � 1b,. II II II I CONCRETE TILE SHAKE PROFILE IUUIIUL.I 1UDIIUUIIUUIIUU 11II11 111111 111111 11 11 Illlll IIIIII II If HARDI -PLANK SIDING WITH CORNER TRIMS II Il I I II II I I I I II III Ih . X1 1 1 Ahlib. 1eI., I I I I I I I I) P.EL. =274:6 ` REAR ELEVATION (,01ATI-1 gl_ eve itio)) E.EL.= 272. ' 'tP.EL.:_27416 & -- E.EL.= 272.66' HARDI -PLANK SIDING WITH CORNER TRIMS 12 LEFT ELEVATION (cx • • 42" MINIMUM • GUARDRAILS r.a. =274.6© E.EL. =271 .95' ::41 42" MINIMUM GUARDRAILS 11111111111 I KtVitvv cu ruk CODE COM ?LIANCE APPROVED NOV - 6 2008 City Of Tukwila • ` BUILDING PIl/ISION 36" MINIMUM HANDRAILS TYP. b Model No. Min Post Size DIMENSIONS Fasteners each side Uplift Avg Uit Allowable Loads Code Ref. w w Li 12 La Surfaces Uplift PC/EPC Lateral A B C (133) (160) PC t1331160) (1 3 60) Floor x (100). Roof (125) Floor (100) Roof (125) 2% 11 7/6 4 -16d 6 -16d 4 -16d 3433 1000 1000 925 1000 7 90 12675 13215 11865 12730 2% 11 7%6 4 -16d 6 -16d 4 -16d 4933 1470 1700 925 1070 3465 4330 16290 16290 2% 13 9% 4 -16d 6 -16d 4 -16d 3433 1000 1000 925 1000 PC46 4x6 3% 5y 2% 13 9y, 4 -16d 6 -16d 4 -16d 4933 1470 1700 925 1070 PC48-16 4x8 3 7y 2% 15 11y, 4 -16d 8 -16d 6.16d 3433 1000 1000 1475 1285 PC48 4x8 3% 7y 2 15 11y, 4 -16d 8 -16d 6 -16d 4933 1470 1700 2075 1610 PC64-16 4x6 5y 3% 4/6 11 7/ 4 -16d 6 -16d 4 -16d 3433 1000 1000 925 1000 PC64 4x6 5Y 3% 4 %6 11 7% 4 -16d 6 -16d 4-16d 4933 1470 1700 925 1070 PC66-16 6x6 5y 5% 4/6 13 9% 4 -16d 6 -16d 6 -16d 3433 1000 1000 925 1285 PC66 6x6 5y 5y 49X6 13 9y, 4 -16d 6 -16d 6 -16d 4933 1470 1700 925 1610 PC68 6x8 5y 7y 4%8 15 11y, 4 -16d 8 -16d 6 -16d 4933 1470 1700 2075 1610 6 %6 11 7/ 4 -16d 6 -16d 6 -16d 4933 1470 1700 925 1610 6 13 9y 4 -16d 6 -16d 6 -16d 4933 147 1700 925 1610 PC88 8x8 7% 7y 1% 15 11y, 4 -16d 8 -16d 6 -16d 4933 1470 1700 2075 1610 Joist or Purlin Size Model Stirrup p Dimensions Min• Depth Header Bolts Allowable Loads Code Ref. W Min H TF Header Joist Without Top Flange Top F ange No Triangle Theory Top Flange Triangle Theory Dty Die Qty Dia Floor (100) Roof (125) Floor x (100). Roof (125) Floor (100) Roof (125) 3 LAM LEG3 7 3 9 2 10 4 1/4 2 3 /4 3465 4330 12675 13215 11865 12730 LEGS 7 5 9 2 10 4 3 /4 2 3 /4 3465 4330 16290 16290 11865 12730 5% LAM MEG5, 7 5 9 21/2 13 6 3 /4 2 3 /4 5170 6460 19710 19710 13570 14865 EG5 7 5 11 21/2 20 8 1 2 1 8870 11085 20895 21815 17095 19310 26, 83, 124 6 LAM LEG7 7 6% 9 2 10 4 3 /4 2 3 /4 3465 4330 16290 16290 11865 12730 MEG7 7 6' /e 9 2 13 6 3 /4 2 3 /4 5170 6460 19710 19710 13570 14865 EG7 7 6% 11 2 20 8 1 2 1 8870 11085 25320. 25835 17095 19310 8 LAM EG9 7 8'/6 11 2 20 8 1 2 1 8870 11085 25320 25835 17095 19310 See Hanger Options on page 188 for hanger reduced modifications, which may result in loads. This whole series has precision fabrication which offers dimensional accuracy, and the funnel flanges which aid installation. MATERIAL: See table. FINISH: Simpson gray paint. Hot-dip galvanized available; specify HDG. INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS: • See Hanger Options, page 188. • Models available without top flanges; see table loads. CODES: See page 12 for Code Listing Key Chart. 1.Rcof loads are 125 %of floor loads unless limited by other criteria. • 2.Allowable loads assume a carrying member of 51/2". PC /EPC CAPS A custom connection for post-beam combinations at medium design loads. MATERIAL: PC-12 gauge; 16 -16 gauge FINISH: Galvanized. Some acts available in Z -MAX; see Corrosion-Resistance, page 5. INSTALLATION; • Use all specified fasteners; see General Notes. bolted, • If Vie pilot holes are no additional load is achieved. OPTIONS: • For end conditions, specify EPC post caps, providing dimensions are in accordance with table; see illustration. • Some PC and EPC 3 are available in rough sizes. • For heavy duty applications, see CC and CCQ series. CODES: See page 10 for Code isting Key Chart. v This product Is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. Pilot Holes (TYP.) PC LEG and MEG 4. Triangle Theory: Some code jur sdictions allow only half of the top flange bearing area to be calculated when there are no fasteners in the top of harmer. Testinn hat Ch moan that thn I rn /RACr ,...+ Cr k ••••" - °' - CBQ COLUMN ri BASES The CBQ uses Simpson's SDS screws, which allows for fast installation, reduced reveal and high capacity, while maintaining the net section of the column. )n with •'O MATERIAL: See table. FINISH: Galvanized, aysilzbia ., ,.� H syt?G 1tif�, HOG ssr,.e:vs. INSTALLATION: • Use all specified fasteners. See General Notes. • Install Simpson's code- recognized SDS /4x2 wood screws, which are provided with the column base. (Lag screws will not achieve the same load.) ', Pr;Et bases do not provide adequata resistance to prevenf i,1embeY8 from rotating about the base and thersfore are net recommended for non tap-supported installations (such as i3, 03S a m: b Bced carports). CODES: See page 10 for Code Listing Key Chart. Model No. C8044-SDS2 Nominal Column Size 4x4 4x6 CBQ66 -SDS2 6x6 Dimensions W1 W2 D H Material Base Strap (Ga) (GaxWidth) 7 7 7gax2 3 3 3 5 8 8 8 8 1 1/46 7gax2 7ga x 3 5 5 8 8 Number of Simpson SDS x 2" Screws 12 12 12 Uplift Avg UIl 14350 Up I Uplift (133) (160) Code Ref. 4200 4200 14350 4 46 14350 4200 4200 200 4200 ',.than using s.ructuiai compos to iumber columns, s rewS mu3t 5e applied t0 the wld, lace of ii e column. Hold Down Information A/VD LEG AIL) - ;OSTHD14 3,1s5 r.:Hr: CONett. /ROD STHD14RJ 3,2351 CAP. CONCR. /ROD <0PHD8 6, 730# CAP. CONCR. /ROD 1Q11.0Q8 8,3251 CAP. CONCR. /ROIL OMSTI60 3,6251 CAP FRAMING "',BMST60 4,8301 CAP. FRAMING SY9 EA R WALL SC'HELD LL E MATERIALS by WALL GROUP Wall Sheathing (in] Fasteners: Surf Material Thickness Or Size Type Both SS incl. OSB 7 /16 /yert 8d Nail .;xt SS incl. OSB 7/16 Vert 8d Nail Both SS incl. OSB 7/16 Vert 8d Nail EG '•13W" • CBQ -SDS2 Typical EPC End Post Cap Installation TOP FLANGE HANGERS LEG /MEG /EG Beam & Glulam Hangers EG with "H" dimension less than the face plate height. The EG's back plate is always 17 regardless of the stirrup height. Typical PC Post Cap Installation 3' min. side cover Typical CBQ -SDS2 Installation oc 3 fx /8 - Cop✓c-R .. �',4D v✓/'4i'scQ fo 6 --S' D5 Z. C/V' Sr 004 4 c Spacing i - ;.n) Framing Members ' (in] Apply Edge Field Blkg Species G Spacing Notes 2 6 yes Hem -Fir 0.43 24 1,2 yes Hem -Fir 0.43 24. 1 yes 7 Hem.Er 0.43 24: Not s: . . / 1. Capacity has been reduced according to IBC specific gravity adjustment. 2. Frami at add oi.ninq Panel edges must be, 3" nominal or wider with stattttered i�aili u in \ \ cV C aC m . \ a C 1•r; \ \ \ \ \ \ 2,9 ,Z 4 rX cr G' -4" 6 2 "X I 2"@ 16 "0.C. I n' -3" 8' i " 7 ' - 9 " fl C a 1 5' -2" 5'X6' BEDROOM -4 BEDROOM -3 T.J.I. JOISTS 7 - 5 " RECREATION ROOM V' U N C 0 7//E/as, 1 8' -3" A \ \ \ \ 1 6' SMOKE ALARM 2'8 "x7'8" i SMOKE ALARM W.I.C. BATH 2'8 "x7'8" 5'- 10" 4R UP 7 7 i 54' -4" SCALE: I /4"- I ' 48' 5' / 8,_6" N X5' S.G / MAIN FLOOR TEMPEREI) PLAY ROOM 13' -6" 2 "X I 2"© 1 6 "O.C. TOTAL FL. AREA =2,853 SQ.FT. GARAGE AREA =582 SQ.FT. MAIN FLOOR AREA = 2, 2 7 I 50. FT. _ _ LAUNDRY I ) I " iL - —36" MINIMUM HANDRAILS 13 FOYER Z 1+ 't HF 4 Z A I ' j?�S g■Lx x N _. 2. -3' .; —1.--- I l l — I 'X S.G./i"E PE ON l - 1 5IDE5 OF D R AND 8'6 "X I' �OVE 2 w m 7 i 7 2' -2" I , 1' SMOKE +WO ALARM ALARM 3'x78" rper 2'8'x7'8" I I vt — lo y i( t' 54" x u 1 r 1 r 13' -6" BEDROOM -5 13' -6" THEATER 15'4" r V 1 I '-4" OUTLINE OF FL. ABOVE i( 11 L8 s XIS GREAT ROOM *SMOKE ALARM \ 2Q N C9 3G" MINIMUM HANDRAILS Tl 3I-9" 4' / 4' 15' -F" cif 2 r \- N C C OtPIRES: 4/24/ cJ• P8 t cY 7 L ( o r1 FLOOR AREA • C CODE O '+'LIAN APPROVE! NOV — 6 2008 City Of Tukwila N I BUILD IVI5 IO --- ® FAN FAN NOTE: I . 22 "X28" ATTIC ACCESS TO ALL ROOF SPACES. 2. SPOT VENTILATION VENT TO OUTSIDE. 3. WHOLE HOUSE FAN VENT TO OUTSIDE. LEGEND: -50 MA EX. FAN -SMOKE ALARM -FLOOR DRAIN S.G. - SAFETY GLASS $MOKE ALARM F.D. TOTAL LOT AREA = 50,772 SQ.FT. ACTUAL FLOOR AREA =4,979 SQ.FT. DD07- 4270 -1M DENNEY ENGINEERING AUBURN, WA. 253.939. 1 373 RECEIVED CiTY OF TUK4MLA OCT 0 9 700 PERMIT CENTER Top Flange Model Flange Length Ga (L) LEG/MEG 7 12 EG5 11 EG7 3 13 EG9 I /4 "- I' 15 See Hanger Options on page 188 for hanger reduced modifications, which may result in loads. This whole series has precision fabrication which offers dimensional accuracy, and the funnel flanges which aid installation. MATERIAL: See table. FINISH: Simpson gray paint. Hot-dip galvanized available; specify HDG. INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS: • See Hanger Options, page 188. • Models available without top flanges; see table loads. CODES: See page 12 for Code Listing Key Chart. 1.Rcof loads are 125 %of floor loads unless limited by other criteria. • 2.Allowable loads assume a carrying member of 51/2". PC /EPC CAPS A custom connection for post-beam combinations at medium design loads. MATERIAL: PC-12 gauge; 16 -16 gauge FINISH: Galvanized. Some acts available in Z -MAX; see Corrosion-Resistance, page 5. INSTALLATION; • Use all specified fasteners; see General Notes. bolted, • If Vie pilot holes are no additional load is achieved. OPTIONS: • For end conditions, specify EPC post caps, providing dimensions are in accordance with table; see illustration. • Some PC and EPC 3 are available in rough sizes. • For heavy duty applications, see CC and CCQ series. CODES: See page 10 for Code isting Key Chart. v This product Is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. Pilot Holes (TYP.) PC LEG and MEG 4. Triangle Theory: Some code jur sdictions allow only half of the top flange bearing area to be calculated when there are no fasteners in the top of harmer. Testinn hat Ch moan that thn I rn /RACr ,...+ Cr k ••••" - °' - CBQ COLUMN ri BASES The CBQ uses Simpson's SDS screws, which allows for fast installation, reduced reveal and high capacity, while maintaining the net section of the column. )n with •'O MATERIAL: See table. FINISH: Galvanized, aysilzbia ., ,.� H syt?G 1tif�, HOG ssr,.e:vs. INSTALLATION: • Use all specified fasteners. See General Notes. • Install Simpson's code- recognized SDS /4x2 wood screws, which are provided with the column base. (Lag screws will not achieve the same load.) ', Pr;Et bases do not provide adequata resistance to prevenf i,1embeY8 from rotating about the base and thersfore are net recommended for non tap-supported installations (such as i3, 03S a m: b Bced carports). CODES: See page 10 for Code Listing Key Chart. Model No. C8044-SDS2 Nominal Column Size 4x4 4x6 CBQ66 -SDS2 6x6 Dimensions W1 W2 D H Material Base Strap (Ga) (GaxWidth) 7 7 7gax2 3 3 3 5 8 8 8 8 1 1/46 7gax2 7ga x 3 5 5 8 8 Number of Simpson SDS x 2" Screws 12 12 12 Uplift Avg UIl 14350 Up I Uplift (133) (160) Code Ref. 4200 4200 14350 4 46 14350 4200 4200 200 4200 ',.than using s.ructuiai compos to iumber columns, s rewS mu3t 5e applied t0 the wld, lace of ii e column. Hold Down Information A/VD LEG AIL) - ;OSTHD14 3,1s5 r.:Hr: CONett. /ROD STHD14RJ 3,2351 CAP. CONCR. /ROD <0PHD8 6, 730# CAP. CONCR. /ROD 1Q11.0Q8 8,3251 CAP. CONCR. /ROIL OMSTI60 3,6251 CAP FRAMING "',BMST60 4,8301 CAP. FRAMING SY9 EA R WALL SC'HELD LL E MATERIALS by WALL GROUP Wall Sheathing (in] Fasteners: Surf Material Thickness Or Size Type Both SS incl. OSB 7 /16 /yert 8d Nail .;xt SS incl. OSB 7/16 Vert 8d Nail Both SS incl. OSB 7/16 Vert 8d Nail EG '•13W" • CBQ -SDS2 Typical EPC End Post Cap Installation TOP FLANGE HANGERS LEG /MEG /EG Beam & Glulam Hangers EG with "H" dimension less than the face plate height. The EG's back plate is always 17 regardless of the stirrup height. Typical PC Post Cap Installation 3' min. side cover Typical CBQ -SDS2 Installation oc 3 fx /8 - Cop✓c-R .. �',4D v✓/'4i'scQ fo 6 --S' D5 Z. C/V' Sr 004 4 c Spacing i - ;.n) Framing Members ' (in] Apply Edge Field Blkg Species G Spacing Notes 2 6 yes Hem -Fir 0.43 24 1,2 yes Hem -Fir 0.43 24. 1 yes 7 Hem.Er 0.43 24: Not s: . . / 1. Capacity has been reduced according to IBC specific gravity adjustment. 2. Frami at add oi.ninq Panel edges must be, 3" nominal or wider with stattttered i�aili u in \ \ cV C aC m . \ a C 1•r; \ \ \ \ \ \ 2,9 ,Z 4 rX cr G' -4" 6 2 "X I 2"@ 16 "0.C. I n' -3" 8' i " 7 ' - 9 " fl C a 1 5' -2" 5'X6' BEDROOM -4 BEDROOM -3 T.J.I. JOISTS 7 - 5 " RECREATION ROOM V' U N C 0 7//E/as, 1 8' -3" A \ \ \ \ 1 6' SMOKE ALARM 2'8 "x7'8" i SMOKE ALARM W.I.C. BATH 2'8 "x7'8" 5'- 10" 4R UP 7 7 i 54' -4" SCALE: I /4"- I ' 48' 5' / 8,_6" N X5' S.G / MAIN FLOOR TEMPEREI) PLAY ROOM 13' -6" 2 "X I 2"© 1 6 "O.C. TOTAL FL. AREA =2,853 SQ.FT. GARAGE AREA =582 SQ.FT. MAIN FLOOR AREA = 2, 2 7 I 50. FT. _ _ LAUNDRY I ) I " iL - —36" MINIMUM HANDRAILS 13 FOYER Z 1+ 't HF 4 Z A I ' j?�S g■Lx x N _. 2. -3' .; —1.--- I l l — I 'X S.G./i"E PE ON l - 1 5IDE5 OF D R AND 8'6 "X I' �OVE 2 w m 7 i 7 2' -2" I , 1' SMOKE +WO ALARM ALARM 3'x78" rper 2'8'x7'8" I I vt — lo y i( t' 54" x u 1 r 1 r 13' -6" BEDROOM -5 13' -6" THEATER 15'4" r V 1 I '-4" OUTLINE OF FL. ABOVE i( 11 L8 s XIS GREAT ROOM *SMOKE ALARM \ 2Q N C9 3G" MINIMUM HANDRAILS Tl 3I-9" 4' / 4' 15' -F" cif 2 r \- N C C OtPIRES: 4/24/ cJ• P8 t cY 7 L ( o r1 FLOOR AREA • C CODE O '+'LIAN APPROVE! NOV — 6 2008 City Of Tukwila N I BUILD IVI5 IO --- ® FAN FAN NOTE: I . 22 "X28" ATTIC ACCESS TO ALL ROOF SPACES. 2. SPOT VENTILATION VENT TO OUTSIDE. 3. WHOLE HOUSE FAN VENT TO OUTSIDE. LEGEND: -50 MA EX. FAN -SMOKE ALARM -FLOOR DRAIN S.G. - SAFETY GLASS $MOKE ALARM F.D. TOTAL LOT AREA = 50,772 SQ.FT. ACTUAL FLOOR AREA =4,979 SQ.FT. DD07- 4270 -1M DENNEY ENGINEERING AUBURN, WA. 253.939. 1 373 RECEIVED CiTY OF TUK4MLA OCT 0 9 700 PERMIT CENTER MI '_ TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -5, 46XX 50. 148TH ST. TUKWILA, WA. DWN: HD SCALE: I /4 "- I' DATE: SEP. 12, 2008 CHKD: PHONE: (20G) 244- 1 900 DRAWING NO. See Hanger Options on page 188 for hanger reduced modifications, which may result in loads. This whole series has precision fabrication which offers dimensional accuracy, and the funnel flanges which aid installation. MATERIAL: See table. FINISH: Simpson gray paint. Hot-dip galvanized available; specify HDG. INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS: • See Hanger Options, page 188. • Models available without top flanges; see table loads. CODES: See page 12 for Code Listing Key Chart. 1.Rcof loads are 125 %of floor loads unless limited by other criteria. • 2.Allowable loads assume a carrying member of 51/2". PC /EPC CAPS A custom connection for post-beam combinations at medium design loads. MATERIAL: PC-12 gauge; 16 -16 gauge FINISH: Galvanized. Some acts available in Z -MAX; see Corrosion-Resistance, page 5. INSTALLATION; • Use all specified fasteners; see General Notes. bolted, • If Vie pilot holes are no additional load is achieved. OPTIONS: • For end conditions, specify EPC post caps, providing dimensions are in accordance with table; see illustration. • Some PC and EPC 3 are available in rough sizes. • For heavy duty applications, see CC and CCQ series. CODES: See page 10 for Code isting Key Chart. v This product Is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. Pilot Holes (TYP.) PC LEG and MEG 4. Triangle Theory: Some code jur sdictions allow only half of the top flange bearing area to be calculated when there are no fasteners in the top of harmer. Testinn hat Ch moan that thn I rn /RACr ,...+ Cr k ••••" - °' - CBQ COLUMN ri BASES The CBQ uses Simpson's SDS screws, which allows for fast installation, reduced reveal and high capacity, while maintaining the net section of the column. )n with •'O MATERIAL: See table. FINISH: Galvanized, aysilzbia ., ,.� H syt?G 1tif�, HOG ssr,.e:vs. INSTALLATION: • Use all specified fasteners. See General Notes. • Install Simpson's code- recognized SDS /4x2 wood screws, which are provided with the column base. (Lag screws will not achieve the same load.) ', Pr;Et bases do not provide adequata resistance to prevenf i,1embeY8 from rotating about the base and thersfore are net recommended for non tap-supported installations (such as i3, 03S a m: b Bced carports). CODES: See page 10 for Code Listing Key Chart. Model No. C8044-SDS2 Nominal Column Size 4x4 4x6 CBQ66 -SDS2 6x6 Dimensions W1 W2 D H Material Base Strap (Ga) (GaxWidth) 7 7 7gax2 3 3 3 5 8 8 8 8 1 1/46 7gax2 7ga x 3 5 5 8 8 Number of Simpson SDS x 2" Screws 12 12 12 Uplift Avg UIl 14350 Up I Uplift (133) (160) Code Ref. 4200 4200 14350 4 46 14350 4200 4200 200 4200 ',.than using s.ructuiai compos to iumber columns, s rewS mu3t 5e applied t0 the wld, lace of ii e column. Hold Down Information A/VD LEG AIL) - ;OSTHD14 3,1s5 r.:Hr: CONett. /ROD STHD14RJ 3,2351 CAP. CONCR. /ROD <0PHD8 6, 730# CAP. CONCR. /ROD 1Q11.0Q8 8,3251 CAP. CONCR. /ROIL OMSTI60 3,6251 CAP FRAMING "',BMST60 4,8301 CAP. FRAMING SY9 EA R WALL SC'HELD LL E MATERIALS by WALL GROUP Wall Sheathing (in] Fasteners: Surf Material Thickness Or Size Type Both SS incl. OSB 7 /16 /yert 8d Nail .;xt SS incl. OSB 7/16 Vert 8d Nail Both SS incl. OSB 7/16 Vert 8d Nail EG '•13W" • CBQ -SDS2 Typical EPC End Post Cap Installation TOP FLANGE HANGERS LEG /MEG /EG Beam & Glulam Hangers EG with "H" dimension less than the face plate height. The EG's back plate is always 17 regardless of the stirrup height. Typical PC Post Cap Installation 3' min. side cover Typical CBQ -SDS2 Installation oc 3 fx /8 - Cop✓c-R .. �',4D v✓/'4i'scQ fo 6 --S' D5 Z. C/V' Sr 004 4 c Spacing i - ;.n) Framing Members ' (in] Apply Edge Field Blkg Species G Spacing Notes 2 6 yes Hem -Fir 0.43 24 1,2 yes Hem -Fir 0.43 24. 1 yes 7 Hem.Er 0.43 24: Not s: . . / 1. Capacity has been reduced according to IBC specific gravity adjustment. 2. Frami at add oi.ninq Panel edges must be, 3" nominal or wider with stattttered i�aili u in \ \ cV C aC m . \ a C 1•r; \ \ \ \ \ \ 2,9 ,Z 4 rX cr G' -4" 6 2 "X I 2"@ 16 "0.C. I n' -3" 8' i " 7 ' - 9 " fl C a 1 5' -2" 5'X6' BEDROOM -4 BEDROOM -3 T.J.I. JOISTS 7 - 5 " RECREATION ROOM V' U N C 0 7//E/as, 1 8' -3" A \ \ \ \ 1 6' SMOKE ALARM 2'8 "x7'8" i SMOKE ALARM W.I.C. BATH 2'8 "x7'8" 5'- 10" 4R UP 7 7 i 54' -4" SCALE: I /4"- I ' 48' 5' / 8,_6" N X5' S.G / MAIN FLOOR TEMPEREI) PLAY ROOM 13' -6" 2 "X I 2"© 1 6 "O.C. TOTAL FL. AREA =2,853 SQ.FT. GARAGE AREA =582 SQ.FT. MAIN FLOOR AREA = 2, 2 7 I 50. FT. _ _ LAUNDRY I ) I " iL - —36" MINIMUM HANDRAILS 13 FOYER Z 1+ 't HF 4 Z A I ' j?�S g■Lx x N _. 2. -3' .; —1.--- I l l — I 'X S.G./i"E PE ON l - 1 5IDE5 OF D R AND 8'6 "X I' �OVE 2 w m 7 i 7 2' -2" I , 1' SMOKE +WO ALARM ALARM 3'x78" rper 2'8'x7'8" I I vt — lo y i( t' 54" x u 1 r 1 r 13' -6" BEDROOM -5 13' -6" THEATER 15'4" r V 1 I '-4" OUTLINE OF FL. ABOVE i( 11 L8 s XIS GREAT ROOM *SMOKE ALARM \ 2Q N C9 3G" MINIMUM HANDRAILS Tl 3I-9" 4' / 4' 15' -F" cif 2 r \- N C C OtPIRES: 4/24/ cJ• P8 t cY 7 L ( o r1 FLOOR AREA • C CODE O '+'LIAN APPROVE! NOV — 6 2008 City Of Tukwila N I BUILD IVI5 IO --- ® FAN FAN NOTE: I . 22 "X28" ATTIC ACCESS TO ALL ROOF SPACES. 2. SPOT VENTILATION VENT TO OUTSIDE. 3. WHOLE HOUSE FAN VENT TO OUTSIDE. LEGEND: -50 MA EX. FAN -SMOKE ALARM -FLOOR DRAIN S.G. - SAFETY GLASS $MOKE ALARM F.D. TOTAL LOT AREA = 50,772 SQ.FT. ACTUAL FLOOR AREA =4,979 SQ.FT. DD07- 4270 -1M DENNEY ENGINEERING AUBURN, WA. 253.939. 1 373 RECEIVED CiTY OF TUK4MLA OCT 0 9 700 PERMIT CENTER '( ® li V , J TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -5, 46XX SO. 1 48TH ST. TUKWI LA, WA. DWN: HB SCALE: I 14 "I I' ' DATE: SEP. 12, 2008 CHKD: PHONE: (206) 244 -1900 DRAWING NO. DD07- 4270 -P5 / t DENNEY ENGINEERING AUBURN, WA. 253.939.1 373 ti RECEIVED .---.4< ISEP, X19 2000 PERMIT CENTER v� . ' �'he�'"j "� p �'eA se �o"C � � 1. W �, � s p � o 's mkt --&� s ��► CO tO fthat,AS 4 )12/1A- C)Litaa7 9r t J2-Al eck. i u>~ �� �s t I -,,.� .. - - 1,4,I„ ( : t fi Hold . Down Information AND LEGEND f� ..,2� `STHD14 ' �3, - 4iS t;ftr. CONCtt. /ROD � ;;;t., 4RJ STHD1 • • 4HD8 ,:• H 8 ' QMSTI60 . `OMST60 3,235# CAP. CONCR. /ROD 6,730# CAP. CONCR.. /ROD. 0,325# CAP. CQNCR. /ROD 3,625# CAP... FRAMING 4,830# CAP. .FRAMING Si7 AR . 11 4LL SC'HED UL E MATERIALS by WALL GROUP . , Wall Sheathing tin) Fasteners: Surf Material Thickness Or Size Type Both SS incl. OSB 7/16 Vert • 8d Nail '`�Ext SS incl. OSB 7/16 Vert 8d Nail �,;. • 0.43 . 24. ~ 1 . m \ ■ Spacingrinl Framing Members•tinl Apply Edge Field Blkg Species G Spacing Notes 2 6 yes Hem -Fir 0.43 24 1,2 4 . 6 yes Hem -Fir 0.43 24 1 oth SS incl. OSB . 7/16 Vert 8d Nail 4 6 yes • Hem -Eir No -S: 1. Capacity has been reduced according to IBC specific gravity adjustment. 2. FtAininti At adi oininti panel odoe u fi in t be 3" ya; inai of wider wit)i ststitioted >Iiea.li� r C N \ \ \ cc cc \ \ C C' \ t; 6' -4" W.I .C. \ I / 22 "x28" ATTIC ACCESS JACUZZI WI ARCH 5.61 ITFMP 3' -4" N W 5fl-- 11O I I' I W.I I 9. 213nn0I -IG (0) BATH flP) 5' -4" aczo 7' - ` '" / N N r. BEDROOM- I 12'-4" 2'X4' M.BATHI SKY LIGHT 13'-6" 4'_cj" 7'-10" 21' BEDROOM -2 35(e \W ARCH 0 cc W.I.C. 15' -R" 5'X6' / 2'_F. / SMOKE A . ®' c0 N i MASTER BEDROOM 7'- I 0" i t II �--� 3 %0 4' / 4' 7'-G' 3'XG W/ ARCHi' 6' -2' 4' -9 / / 54'-4" 48' T.V. HUTCH/ ENTERTAINMENT UNIT / / TOP 'FLOOR SCALE: I /4 "- I ' /6'X6' H \� 12 Z —42" MINIMUM GUARDRAILS TYP. TOP FLOOR AREA =2,863 SQ.FT. OPEN AREA = •I 55 SQ:FT. NET TOP FL. AREA = 2,708 °SQ.FT. GA5 FIRE PLACE FAMILY ROOM WIU In -4 4MOK ALARM / / " MINIMUM GU RAILS OPEN TO BELOW 17'-4" `I A 36" MINIMUM HANDRAILS COVERED DECK / 5 ._ 2 " T.V. HUTCH/ ENTERTAINMENT UNIT / 2' I O'k8' FRENCH DOOR is 4MOKE ALARM y 1. RII III N V 6 27' / REF. 25' -g" 3 ' - 3'X6' W/ A H / I ' -4" / 6' / /8"i " y 3' / 15' -F" 0 0 DINING \ LIVING 3'X6' W/ ARCH 15' -5" 5'X4' 3-2"X10' NOOK KITCHEN 35(6'W ARCH 1 All -�f / /I' a 31 rn 61 Q / 4 fl' / ,Lg.. CP- m n r If \ \ \ \ \ cC cr- C is *AS PER TMC 18.06.740 EAVES CAN INTRUDE MAXIMUM '18" INTO'SETBACKS Kell ltvv cU ODE C ON PLIAKE ti 0)79. MSO 101 - 6 20ti� OW 01Tua ' BUI%DIRIG DI�S;S txr7.L1 \ C — r \ \ \ p N. \\ \ L - - - -- b k L -\ / V \ \ N I r c — 2 "X 1 2 "@ 16 "O.5 -I \ �\ / / X \ ir 3'-0" WIDE CRAWL SPACE ACCESS I \ \ X / / \ it \\ ' - J \ 3'-0" WIDE CRAWL SPACE ACCESS -, >< \ I 9 i 9 / 3 G — / n N P / X \� - RI- er 3'-0' WACE '"{ CRAWL SPACE ACCESS \ + / '�I r A I I X I it \ 1 \ 3' -0" WIDE \ CRAWL SPACE ACCESS / I N I N L. p 3 021 r 2 I x��z L -_I -- t N I I r / X \ r — J N c ec ' .., m 3' -0" WIDE "I \ CRAWL SPACE I ACCESS I/ cf r\ J �— J N ` \ \ 13' -F" \ \ x ` 3' -0" WIDE — \ X/ I I - -- _ ' 9' I i i 3' CRAWL SPACE ACCESS I I ' -10" / I '-8" / i'-: r ' -4" / 2 1 ' — I / / 1 i a) '0'09 I I KZ I 2 "X 1 2 "@ 16 "O.C. / / I 18 "x24" MIN. CRAWL SFAC ACCES TO � — - N c C .er 3'-0' WIDE — CRAWL SPACE ACCESS \ X / / \ ABOVE N / 1/ N ' I \ I 3' -0" WIDE • I I CRAWL SPACE I ACCESS I I /1 X \y I J \ , ' Cc \ L T \ \ \ m O N I \ N N \ I /1 x 1 v N N I L N L \ N N N N I n' -3" N - V 18' -3" / 1 V V I / I / x \ \ >< T. — N \ i t L3' -0" WIDE MIN. CRAWL SPACE ACCESS 2"X12"@ I G "O.0 3' -0" WIDE MIN. CRAWL SPACE I ACCESS I / / \ Fr. \ N I \ / \ / I 2"X12"@ 16 "O.C. Er I I J I / V I / I I / // / V \ ,T i 9 1 L I " / I cr \ y 3' -O" WIDE MIN. -I CRAWL SPACE I ACCESS r J �\ N N I \N I N � N_ T T I I I I I I I I L L it \ _ G"XG" POST ON I 0"X10" it \ N r — — - I r — 1 1 — �CONC. PIER ON I 3'X3'X 10" CONC. I I I I FOOTING TYP. A N N 2/i'-" 10-4" / 54'-4" / C r 2 I' / 27' / / 13' -6" / L J 48' CRAWL SPACE * FDN. PLAN SCALE: !/4 " -I' L J tohL(o9 KtV C CODE OWLIANCB APPROVE N Oy - 6 MB City Of Tukwila ' BUII.D GDIVISION 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 Y2" 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.) TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -B, 46XX 50. 1 48TH ST. TU KWI LA, WA. DWN: SCALE: DATE: CHKD: PHONE: 115 I/4 " - SEP. 12, 2008 (206) 244-1900 DRAWING NO. DD07- 4270 -P6 DENNEY ENGINEERING AUBURN, WA. 253.939. 1 373 ECEIVED ISEP, .19 2008 A\ PERMIT CENTER �/ AOS (ASTM D4751) 30 -100 Sieve size (0.60 -0.15 mm) for slit film 50 -1 O.O.sieve size (0.30-0.15 Trim) for other fabrics Water Permittivity(ASTM D4491) 0.02 sec minimum - Grab Tensile Strength (ASTM D4632).. 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. Grab Tensile Strength (ASTM D4751) • 200 psi min. . Grab Tensile Elongation (ASTM D4632) • 30% max. Mulbn Burst Strength (ASTM D3786 -80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) DWN: 11E5 SCALE: I /8 I'- I' DATE: OCT. 18, 2007 CHKD: PHONE: (206) 244- 1 900 v/ FIGURE C.3.1.E SILT FENCE I JOINTS W FILIER.FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. II II II II i I ,- "= n n= a -II =_ II- n= 11= 11 = 11 =11 .. = 11 = =11 = 11 II - II .. II _, -, _ - TV MAX J • i • POST SPACING MAY BE.INCREASED TO V IF WIRE BACKING IS USED NOT FILTER FABRIC FENCES SHALL BE• INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FIGURE C.3.1.F SILT FENCE INSTALLATION AND MAINTENANCE I . Dig trench Reinforce PLAN VIEW . NTS Infiltration trench PLAN VIEW • .NTS varies A. 2k2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTERFABRIC MINIMUM4St4•TRENCH BACKFILLTRENCH WITH NATIVE SOIL ORS/0-1X WASHED GRAVEL 2k4' WOOD POSTS. STEEL FENCE •POSTS, REBAR;•OR EQUIVALENT To.- ln•ebda Stake • 4' rigid or 6' flexible perforated pipe It-24' SECTION:A NTS .Monitor Maintain and clean i FIGURE'C.2.2.A TYPICAL TRENCH INFLTRMIONSYSTEM • i `4 "rig'ide r6"•(Iekitile .' perforated'pipe root drain Al TOO drain �., �.�� ICI W 6 6" 1 G , IN o Q I® pp 0' k was hed roc pp � .' .o '� 1' In 5.O min 12' h Q 6.4--- .1 1/2=3/4" • 7 o Q � o 0 0. 1' i i ° .aQ.9..4 pe. i • tine mesh \-- CB sump w /solld lid screen • . overflow: splash block compacted backfill 4' rigid or 6' flexible perforated pipe washed rock 1 1/2".3/4" sump w /soild.lid • • USE OF GRAVEL FILLED TRENCHES FOR FULL INFILTRATION Gravel filled trenches (also called "infiltration trenches ") are a good option where the depth to the maximum wet- season water table or hardpan isbetween 3 and 6 feet. Figure C.2.2.A (p. 0-42) and Figure C.2.2.B (p. C-43) illustrate the specifications for gravel filled trench systems as outlined below: 1. When located in coarse sands or cobbles, infiltration trenches must be at least 20 feet in length per 1,000 square feet of impervious surface served.. When located: in medium sands, infiltration trenches must be at least 30 feet in length per 1,000 square feet of impervious surface served. 2. Maximum treneh,length must not exceed 100 feet •from 'the inletsump. 3. The trench width must be a minimum of 2 feet. 4. The trench must be filled with at least 18 inches of 3 / inch to 1V2-inch washed drain rock. The drain rock may be covered with backfill material as shown in Figure C.2.2.A or remain exposed at least 6 inches below the lowest; surrounding ground surface as shown in Figure C.2.2.B. -5. Filter fabric (geotextile) must be placed.on:top of the drain rock (if proposed to be covered with backfill material) and on the trench sides prior to filling with the drainrock. 6. Spacing between .trench_centerlines must be-atleast 6 feet. :. . 7. Infiltration trenches must be setback atleast 15 feet from buildings with crawl space or basement elevations that are below the overflow point of the infiltration:system. 8. To prevent damage•to.overlying. pavement trenches located:beneath, shall be constructed such that the trench pipe is connected to a small yard drain or catch basinWith a grate cover so that if the trench infiltration capacity is exceeded, the overflow would occur out of the catch basin at an elevation at least one foot below that of any overlying pavement, and in a location that provides a safe path for the overflow. 9.' Runoff from roadways; driveways, and: parking areas shall pass; through a. yard drain' or catch basin fitted with a down- turned elbow prior to entering the infiltration trench (see Figure C.2.2.B, p. C-43). The elbow is intended to trap spilled material in the catch basin sump so that the spilled material can be cleaned up more easily by the homeowner. ' MAINTENANCE INSTRUCTIONS FOR FULL INFILTRATION Your property contains a stormwater management flow control BMP (best management practice) called "full infiltration," which was installed to•mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces on your property. Full infiltration is a method of soaking runoff from impervious area (such as paved areas and roofs) into the ground. If properly installed and maintained, full infiltration can manage runoff so that a majority of precipitation events are absorbed. Infiltration devices, such as gravel filled trenches, drywells, and ground surface depressions, facilitate this process by putting runoff in direct contact with the soil and holding the runoff long enough to soak most of it into the ground. To be successful, the soil condition around the infiltration device must be reliably able to soak water into the ground for a reasonable number of years. SILT FENCE Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use Silt fence maybe used downslope of areas.: Siltfence is not intended to treat concentrated flows, nor. is it intended to treat substantial amounts•of overland flow. . Design and Installation Specifications '. 1. See Figure C.3.1.E and Figure C.3.1.F for details: . 2. The geotextile used must meet the standards listed 'below. .A copy of the manufacturer's fabric specifications must be available onsite. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer.post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 4. Where the fence is installed, the slope shall be no steeper than 2H:1 V. 5. If atypical silt fence (per Figure C.3.1.E) is used, the standard 4 x 4.trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured ale trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards ' 1. Any damage shall be repaired immediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a bather to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sedinient_must be removed when the sediment is 6 inches high. 5. lithe filter fabric:(geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. ACTUAL LDT The infiltratiipn used on your,property include the following as indicated on the flow control BMP site plan: i gravel filled trenches, O drywells, is ground surface depressions. The size, placement, and composition of these devices as depicted by the flow control BMP. site plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resources Division or through a future development permit from King County. Infiltration devices must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance: and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non - functioning facility. If the infiltration device has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged pending around or atop a device may indicate a plugged facility. If the device becomes plugged, it must be replaced. Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. FIGURE C.3.1.A STABILIZED CONSTRUCTION ENTRANCE i INSTALL DRIVEWAY CULVERT IF .THERE IS A ROADSIDE DITCH PRESENT. AS ' PER KING COUNTY ROAD STANDARDS 4 " -a" QUARRY SPALLS .GEOTEXTILE - 12" MIN. THICKNESS o STABILIZED' CONSTRUCTION:ENTRANCE Purpose' ' Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by consiructing.a stabilized -pad of quarry spells at the entrances to construction sites. " • Application Construction entrances aballbe stabilized wherever traffictvill be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of he site: Design and installation Specifications 1. See Figure C.3.1.A for details. 274 I . •. , • • .I• L• - : - J AS PER KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -0=4 PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA . I g" 602 2. ' A. separation geotextileshall tie plaoed.urider the spalla.to preventfiheseditnentfrom •pumping up into the rock pad. The geotextile shall.meetttie following standards: S 3: • Ho; net (wood based mulch) may be substituted for or combined•with quarry spalls in areas that will not beused for permanent roads. The effectiveness of hog fuel is bigiily variable,•but'it used successfully on many construction sites. It generally requires more maintenance than quarry spalls. Hog fuel is not recommended for entrance stabilization in urban areas. The.inspector may at any time require the use of quarry spalls if the hog fuel is not sediment from being tracked onto pavement or if the hog fuel'is being carried onto pavement. Hog fuel is prohibited.in permanent roadbeds because organics•in the subgrade soils cause difficultieeviitivcoinpaction. 4. Whenever possible, the entrance shall be constructed.on a firth, compacted subgrade. This can substantially increase the effectiveness of the pail and reduce theteed•'for maintenance. Maintenance • 1. Quarry spalls (or hog fuel) shall be added if thepad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement, then alternative • measures to.keep the streets free of sediment shall beu sed: .This:mayincludestreet:sweeping, an incream in the dimensions.of the entrance, or.the installation of a wheel wash, If washing is used, it shall.be done on an area covered with crushed rock; and.wash watershall drain to a sediment trap or pond. S . 3. Any sedimentthat is tracked onto pavementshall be removed immediately. by sweeping. The sediment collected by sweeping shall be removed or stabilized onsite. The pavement shall not be cleaned by washing down the street, except when sweeping is ineffective and thereis a threat to public safety. If it is necessary to wash the streets, a small sump must be constructed. The sediment would then be washed into the.sump where it can be. controlled and discharged appropriately. 4. Any quarry, spalls that are loosened from the pad and end up on the roadway shall be removed. immediately. O in N- N- N N II II ILIW 11.. 1LJ ILg' L S I K oib •'i N N II II CD L J J Ili W.- a D N O i D_ w o� - U J 2 o O U > < oz J iE - o u= 3 ;r z Q L n E d � • " o o 0 cm • N II c k 0 II (D W O N I • \ lu 0 1=- O to zc Uk) Q O 0 z z 0in 1 : Lci N- N N II II u- W W Rt- °. >w 0 U N1nos lnN]n C Nino flNAV I -119 ' IRU' II L - ,0 P . \ 3� d 1,0 N011.03NN00 - 213M3G ese p ans lave •een r viewed by the Public Works Department for c nformance with current City standards. Acceptanc : is subject to errors and omissions which do not au horize violations of adopted standards or ordin races. The responsibility for the adequacy of the &sign rests totally with the designer. Additions, deletion ; or revisions to these drawings after this date will void this acceptance and will require a resubmitt it of revised drawings for subsequent approval. Final acceptance is subject t ) field inspection by the Public Works utilities i • spector. Date: By S /G7 rc'E t 'E S7 /'257IL JOED �a Hs 7 1? /J 7M/V F// 7R,A /+Al's. t kl IN w cL4 V o ‘.tl.. v ° ' N: tq O. GONN X D01"ioq L REVItuocu rUK CODE CONidt?LIANCE • L VED N]V -6 2008 City Of Tukwila BUIDING DIVISION :APSES: 4/24/ 67 OS ,4PJ2 `198 0 ui N 1 Z) txo • , v con TITLE PROPOSED RESIDENCE FOR SIDHU H MES INC. LOT 4 -5, 46 SO. 148TH ST. TUKWILA, WA. DRAWING NO. DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 CORRECTION < 1 RECE WED SEP 19 2009 PERMIT CENTER DD07- 4270 -190 IZ 1 D V O 0 11:34:2 A._ 0 "Vr-- rn 1v z .... x 0 _i m C9 z 0 I .� - o �m U.3 Z �� rn , u., z2 z 0 - ;. , 1 N J 0 , DRAWING NO. PHONE: CHKD: I DATE: SCALE: DWN: PROPOSED RESIDENCE FOR SIDIIU HOMES INC. LOT 4 -15, 46XX SO. 1 48TH ST. TUKWILA, WA. II TITLE - *Y- � . r' illk hillon s I AP ,. .. ZID _:. .. k\i= ,- (206) 244 - 1 900 5EP. I2, 2008 I /8 " -I' I1B 10 . . . , .,, , , , .- ., _A_ CONCRETE DRIVEWAY EXPOSED AGGREGATE 5'x I 0' (' - --) 3' DEEP INFILTRATION SYSTEM I : • .: ; AS PER KING CO. MANUAL I . • • �! I CB TYPE 40 4GXX O. 1 48Th STREET TUKWILA, WA. CAIN FLOOR = 276.54' TOP FLOOR = 287.44' EX. AV BLDG. GR. = 273.80' PR. AVG.:LDG. GR. =274. I5' 1% D/W SLOPE I 0 V J W uJ J 0 z N 134.13' *AS PER TMC 18.06.740 G EAVES CAN 7 INTRUDE IMUM 1 ETBACKS Zf\-ST-S1z s t •-271.20 J rs\ t szT {SAC -. I,S 36 '( •INFILTRA SY`IIF _ AS PER KING CO. MANUAL DIRT COVER FILTER PAPER WASHED ROCKS * 4" DRAIN PIPE TYP. DOWN SPOUT DRAINAGE EXISTING FIRE HYDRANT. DISTANCE BETWEEN FIRE HYDRANT AND HOUSE IS 75' HORIZONTAL 4- 70 VERTICAL. 75' -0" • v N O 0 0 r C" • I : G'x6'x4' WxLxD INFILTRATION PIT AS PER KING CO. MANUAL 4" PVC PIPE AT I % SLOPE — 4" OR G" PERFORATED PIPE AT LEVEL ,x 98.12' SOUTH 148Th STREET SITE PLAN SCALE: I /8 "- I' RpIe 1 0 S f - l / e T jO / z F o i e P48L/ L iet ,t Ti - r Ai Polak .4-Tt o 5'x20'x3'- WxLxD INFILTRATION SYSTEM AS PER KING CO. MANUAL FOR DOWNSPOUT DRAINAGE CB TYPE 40 4" PVC PIPE AT I To SLOPE 36' -G" co O co 0 7 C7 7. r I 72 c a V c"' : ma c tig rn- S Y CONNECT CO NNECT W/ T- CONNECTOR I To SLOPE A Y CONNECTOR CONNECTOR DETAIL TYP . N.T.S. Ltted, 1 j PLet:, 7.):1 4 64,W_, ci be veL -4 lir SITE COVERAGE tN D-**. TOTAL LOT AREA =50 7 2 5 . �' 2- , 7 Q FT. ALLOWABLE SITE COVERAGE =3,036 SQ.FT. 3 ACTUAL SITE COVERAGE =2,96 I SQ.FT. 1'CTa t D-' F h- fa roL 22:2-9 &e4. Pd-1 A- 93 2410 1 -978' f -� /X N.T.S. L TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -5, 46XX SO. 1 48TH ST. TUKWILA, WA. DWN: 1113 SCALE: DATE: SEP. I 2, 2008 CHKD: PHONE: (2%) 244 - 1 900 DRAWING NO. 2 X TRUSS OF ROOF FRAMING R -38 ATTIC INSULATION Y2' DRYWALL 2 "x6" BOTTOM TREATED PLATE I O" x %' ANCHOR BOLTS 7" EMBEDMENT &THICK CONC. WALL DRAIN TILE ROOF VENTS: I SQ.FT. OF VENT FOR EA. 150 SQ.FT. OF ATTIC FOUNDATION ( I ) #4 CONTINUOUS REBAR I " PLYWOOD STEPS AND NOSING SCALE: I /2 "— I 12 Note: Section notes by P. Eng. shall have precedence over designer's notes. 36" MINIMUM HANDRAILS TYP. TYP. STAIR DETAIL / I P4 SECTION SCALE: I /4"— ' 'A P4 —P6 CONC. TILE ROOF 1X4 STRAPPING, BUILDING PAPER. :TION: 1)07 LI KB E C COD OM ?LIA NCE APPROVED NOV - 6 200 City Of Tukwila BUILD AIVISI __. DD07- 4270 -P8 DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 RECEIVED CITY OF TUKWILA OCT 09 Ma PERMIT CENTER D �___ MI di di dr - +al diAll • -471'i I GUTTERS TOP OF PLATE = 297.50' , HEADERS. HALLWAY (SIZE DETERMINED BY OPENING WIDTH) "O.C. - STUDS 2X4 @ 12 BEDROOM -2 r i FAMILY ROOM KITCHEN TYP. EXT. WALL CONSTRUC TOP FLOOR = 287.44' �� II�`�� il�� 1 %_mil I`_ II�� 1 I��� 1 li�� I �� I 1 I �� I I �� II�� II�� 1 1 1�� ■1�� 1 H�� 1 i II IA, \! . - • '" BEAM TYP. FLOOR CONSTRUCTION: HARDI -PLANK SIDING BUILDING WRAP Y2" SHEATHING 2 "X6" STUDS @ 16" O.C. R2 I BATT INSULATION 72" GYPSUM BOARD FINISH TO CODE , PLAY I " T4G PLYWOOD 2 "X 12" JOISTS WI CROSS BRIDGING OR BLOCKING RECREATION THEATRE ROOM ROOM 12" JOISTS OR SIZE OF T.J.I. AS NOTED .. BY ENGINEER MAIN FLOOR=. - FRAMING - INSULATION - VAPOUR BARRIER - DRYWALL `_ 6 MIL BLACK .. • / INSULATION #(4) © 48" O.C. FOR. BARRIER 7 D CONSTRUCTION JOINT TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -5, 46XX SO. 1 48TH ST. TUKWILA, WA. DWN: 1113 SCALE: DATE: SEP. I 2, 2008 CHKD: PHONE: (2%) 244 - 1 900 DRAWING NO. 2 X TRUSS OF ROOF FRAMING R -38 ATTIC INSULATION Y2' DRYWALL 2 "x6" BOTTOM TREATED PLATE I O" x %' ANCHOR BOLTS 7" EMBEDMENT &THICK CONC. WALL DRAIN TILE ROOF VENTS: I SQ.FT. OF VENT FOR EA. 150 SQ.FT. OF ATTIC FOUNDATION ( I ) #4 CONTINUOUS REBAR I " PLYWOOD STEPS AND NOSING SCALE: I /2 "— I 12 Note: Section notes by P. Eng. shall have precedence over designer's notes. 36" MINIMUM HANDRAILS TYP. TYP. STAIR DETAIL / I P4 SECTION SCALE: I /4"— ' 'A P4 —P6 CONC. TILE ROOF 1X4 STRAPPING, BUILDING PAPER. :TION: 1)07 LI KB E C COD OM ?LIA NCE APPROVED NOV - 6 200 City Of Tukwila BUILD AIVISI __. DD07- 4270 -P8 DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 RECEIVED CITY OF TUKWILA OCT 09 Ma PERMIT CENTER D BEARING WALLS NON BEARING WALLS Stud Size (inches) Laterally unsupported pp stud height (feet) Maximum spacing when supporting pp g roof and ceiling only (inches) Maximum spacing when supporting su pp g one floor roof and ceiling (inches) Maximum spacing when supporting su pp g two floors roof and ceiling (inches) Maximum spacing when supporting one floor only (inches) Laterally unsupported pp stud height (feet) Maximum spacing (inches) 2X3* - -- - -- - -- - -- - -- I 0 16 2X4 10 24 16 - -- 24 14 24 2X6 10 24 24 1 6 24 20 24 NO. MANUFACTURER FRAME MATERIAL MODEL# SIZE QTY. U -VALUE AREA SQ.FT. 3 Story 2.3" 8.5" 8.5" I OASIS WINDOWS VINYL I'X4' 2 4 2 OASIS WINDOWS VINYL I 'X8' 2 8 3 OASIS WINDOWS VINYL 2'X3' 2 6 4 OASIS WINDOWS VINYL 2'X6' 2 12 5 OASIS WINDOWS VINYL 3'X3' 3 9 6 OASIS WINDOWS VINYL 3'X6' 3 I8 7 OASIS WINDOWS VINYL 3'X6' ARCH -TOP 6 i 7.4 8 OASIS WINDOWS VINYL 4'X4' ARCH -TOP I 14.9 9 OASIS WINDOWS VINYL 5'X4' I 20 I0 OASIS WINDOWS VINYL 5'X5' 2 25 I I OASIS WINDOWS VINYL 5'X6' 6 30 1 2 OASIS WINDOWS VINYL 6'X6' ARCH -TOP I 34. I 13 OASIS WINDOWS VINYL 8'6 "X I '4" I 1 2.8 201 .2 I Story 12" 3" 6" 2 Story 15" 4.5" 6" 3 Story 2.3" 8.5" 8.5" TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -B, 46XX SO. 1 48TH ST. TUKWI LA, WA. DWN: 113 SCALE: DATE: SEE'. 1 2, 2008 CHKD: PHONE: (206) 244 - 1 900 DRAWING NO. General Specifications l . The Contractor or the Owner shall verify all dimensions, materials and conditions shown on the structural drawings or noted in the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, shall be resolved by the Contractor and Owner and such solution shall be their sole responsibility. 2. The Contractor and the Owner shall ensure that the construction complies with all federal, state, and local statutes and regulations. 3. The Contractor or Owner shall install all materials, equipment and components etc. in accordance with the manufacturer's instructions and accepted methods of good building pactice. 4. The designer shall not be responsible for site conditions such as soil bearing capacity, depths of frost lines or water tables, or buried structures, etc. The purchaser of these plans shall be responsible of these plans $ shall be responsible for the correct siting on the house of the property and for confirming with all requirements for siting. We do not guarantee that a house plan will fit a particular property unless we receive in advance of the plans purchased, a legal survey plan of the property and a copy of the applicable zoning by -laws stating the required setbacks from all property lines, and unless we undertake in writing that the house will conform to the siting regulations of the by -laws for the particular parcel of land. 5. Construction loads on the structure caused by interim storage of materials or use of equipment shall not exceed the design loadings. 6. 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. I .3.2 Per R403. I grade shall fall a min. 6" in the first 10" or footing dram shall be installed 8401 .3 Lt. R405. I MONOLITHIC SLAB 8403.1 .4.2 TYPICAL FOOTING AND FOUNDATION DETAIL SCALE: I /2 " -1 ' WINDOW SCHEDULE GLAZING /SKYLIGHT BY TYPE 12" single story 15" two story 23" three sto 'Slab Insulator per State Enery Code 1 45 bar cast momolithic in center 3rd of footing, or #4 rebar top and bottom -min. 40 diameter lat at splices secured with tie wire B. Typical footin4/foundation General Notes Minimum insulation required to comply with the Washington State Energy Code is as follows: Floor (slab): R -30 Wali: R-2 1 Ceiling: R-38 Doors: Wood or Fiber - optic Windows: Vinyl (summit or better) Furnace type: Gas or Electric Minimum furnace afue: 80 Refer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. I . VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO DE CONSTRUCTED PER I.B.C. 3. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF PENETRATIONS, CHIMNEYS AND SKYLIGHTS. 5. PROVIDE CONTINUOUS METAL GUTTERS AND DOWNSPOUTS AT ALL EAVES, TYPICAL. 1 /2" Dam. x 10" 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 vert. @ max. 48" o.c. w/ min. 14' extension into stem wall at splice. Min. 6" hook W P TYPICAL FOOTING AND FOUNDATION DETAIL SCALE: I /2 "- i ' TABLE 8602.3 (5) SIZE, HEIGHT AND SPACING OF WOOD STUDS D STRUCTURAL NOTES: CODE IBC 2006 AND ASCE 7 -02 DESIGN LOADS ROOF LIVE LOAD FLOOR LIVE LOAD 25 PSF 40 PSF ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF WIND: 85 MPH EXPOSURE B SEISMIC: SEISMIC DESIGN CATEGORY "D" (IBC) FOUNDATION FOUNDATION DESIGN FOR GRAVITY LOADS IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE 2500 PSI. USE 5 -94# SACKS OF TYPE 1 OR TYPE 11 CEMENT PER CUBIC YARD OF CONCRETE WITH 5 -4 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 AI 85. 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/ LARCH #2 OR HEM -FIR #2 (P.T. AT DECKS) GLU - LAM BEAMS: DOUGLAS FIR / LARCH 24F -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 less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 1 20 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. c"XPtRES: 4/24/ Q5" F -o8 Structural Specifications 1. Concrete a) General: all concrete to be minimum 2500 p.s.i. strength at 28 days unless otherwise specified. b) Walls: grades shown on side elevations are arbitrary. Owner or builder to adjust height of concrete walls to suit grade and adjust thickness of walls to conform to the height if required. Retaining walls other than the foundation walls of the residence are beyond the scope of these drawings. c) Footings: concrete footings must be placed on undisturbed or compacted soil at an elevation below the frost line. It shall be the responsibility of the owner or builder to have the footings redesigned to suit existing conditions. d) Retaining walls: backfill shall not be placed against basement retaining walls until: i) Concrete or masonry grout has reached its 7 -day strength iI) And, the structural floor framing (incl. Plywood subfloor) required to stabilize the walls Is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building practice and adequately supported by concrete, metal, or other approved chairs, spacers or ties and secured against movement during pouring concrete. Tack welding is not permitted. 2. Framing a) This plan is designed for a 25 p.s.f. Snow load and a I 0 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 is being built and make adjustments in the size of the structural members to compensate for additional loading, to the satisfaction of local building authorities. b) The design of members used for structural purposes has been based on No. 2 or better Hem Fir as shown in the "Span Tables for Wood Joist Rafters and Beams" in the most recent edition of the International Building Code. The use of different species of wood must conform to the same tables. c) All lintels to be 2 -2 "x 1 0" unless noted otherwise. All load bearing beams and lintels shall have 3 1/2" minimum bearing. d) All concrete to wood contacts shall be dampproofed with 6ml polyethylene or 45 Ib. Tar saturated felt or pressure treated wood. j Kt!lltivtav ru'k e) Flash over all exterior openings. f) Caulk under exterior doors and both sides of chimney. CODE C ®VLIANCE I APPROVED NoV -6 2303 3. Plumbing $ Electrical All materials, equipment and methods of installation shall be accordance with the conditions as provided for in the International Building Code, an applicable state or local codes. When the owner's property is not located on a munic sewer system, the owner or contractor shall be responsible for the submission of pla 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. 6. 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. -All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. Doff- '109 City Of Tukwila ILDINC DIVISION DD07- 4270 -P9 DENNEY ENGINEERING AUBURN, WA. 253.939.1 373 RECEIVE r I M P 19 200 P E RM IT CENTGi -,. FLOOR PLAN NOTES 1 . ROOM IDENTIFICATION: Each room and the intended use must be clearly defined on the plans by the applicant for plan review purposes. R 106 2. EGRESS WINDOWS: IRC Section R3 1 0. All sleeping rooms and basements with the habitable space shall have at least one openable emergency escape and rescue opening. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. Except that grade floor openings shall have a minimum net clear opening of 5 square feet (see definition below). The minimum net clear opening width dimension shall be 20 ". The openings shall have a finished sill height not more than 44" above the floor. Emergency escape and rescue openings shall be operational from the inside of the room without use of keys or tools. Window wells shall be provided when egress windows have a finished sill height below adjacent ground elevation. The well shall allow the window to be fully opened and provide a minimum accessible net clear opening of 9 square feet, with a min. dimension of 36" Window wells with a vertical depth of more than 44" shall be equipped with a permanent ladder. Grade floor opening definition: A window or other opening is not more than 44" above or below the finished ground level adjacent to the opening. Refer to handout for additional information . 3. SMOKE ALARMS: RC Section R3 i 3. 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: I . Glazing in swinging doors. 2. Glazing in fixed and sliding door assemblies and panels in sliding and bifold closet doors. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doorsand enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and shower. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60- 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 6O" above the floor or walking surface. 7. Glazing that meets all of the following conditions: 7. i Exposed area of an individual pane is greater than 9 square feet. 7.2 Exposed bottom edge is less than i 8" 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. 10. Glazing adjacent to stairways, landings and ramps within 36" horizontally of a walking surface when the exposed surface of the glass in less than 6O" above the plane of the adjacent walking surface. I I 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 GO" above the nose of the tread. See code for exceptions for Items 1 through 11. 5. EXHAUST FANS: IRC Section M i 506, WSVIAQ Section 302.2. 1 , IMC Section 50 I .2, 502.7.3.6. 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 is 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 1502, M 1 503, M 1 504, M 190 I . I $ IMC Sections 304.8, 505. Overhead exhaust hoods shall discharge to the outdoors through metal exhaust hood (galvanized steel, stainless steel, or copper) not less than 28 gage. Such ducts shall have a smooth inner wall and be air tight and equipped with a backdraft damper. Clearance of at least 24" shall be maintained between the cooking surface and the combustible material or cabinet. Exception: Duct material and clearance where installed in accordance with the manufacturer's installation. Clearances to combustibles shall include such considerations as door swing, drawer pull, overhead projections or shelving and window swing, coverings and drapes. Refer to WSVIAQ Section 302.1 & Table 3 -1 for more specific requirements. FLOOR PLAN NOTES - continued 7. WATER CLOSET CLEARANCE: IRC Section R307, UPC Section 408.6. Water closet shall be located in a clear space not less than 30" in width. The clear space in front shall not be less than 24 ". 8. SHOWER AREAS: IRC Section R307, UPC Section 412.6, 4 12.7, 41 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 less than 30 ". All showers shall have a minimum finished interior floor area of 1 024 square inches and shall also be capable of encompassing a 30" circle. These dimensions shall be maintained to a point 70" above the shower drain outlet. 9. CLEARANCE TO COMBUSTIBLES (FIREPLACE * CHIMNEYS): IRC Sections R808, R 100 l . 1 5, R 100 I . 1 6, R1 003. I I R 1 003. 12. Combustible insulation shall be separated a minimum of 3" from heat producing appliances. Exception: Insulation shall be separated in accordance with conditions stipulated in manufacturer's listing. When masonry chimneys are built within a structure, min. 2" air space clearance to combustibles 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 1003. 13 / RG02.8. Woodwork or other combustible materials shall not be placed within G" of fireplace opening. Combustible material placed within 1 2" of the fireplace opening (such as mantles or decorative fireplace surrounds) shall not project more than 1/8" for each 1" clearance from the opening. 1 O. APPLIANCE LOCATIONS: IRC Chapter M 1 307, M2005, IMC Section 303, and UPC Section 308 4 309. 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. I I . APPLIANCES LOCATED IN GARAGE: IRC Section M 1 307, IMC Section 303.4, 304.3, IBC 1 607.7.3. Appliance located in a garage, carport or other location where subject to mechanical damage shall be protected with approved barriers. Vehicle barrier systems for passenger cars shall be designed to resist a single load of 6,000 lbs. applied horizontally in any diraection to the barrier system and shall have anchorage or attachment capable of transmitting this load to the structure. For design of the system, the load shall be assumed to act at a minimum height of I '6" above the floor or ramp surface on an area not to exceed I sq.ft. Equipment and appliances having an ignition source shall be elevated such that the source of ignition is not less than at least 1 8" above the floor surface on which the equipment or appliance stands. Rooms or spaces that are not part of the living space of a dwelling unit and that communicate with the private garage through openings shall be considered to be part of the garage and appliances located in the space shall be elevated as specified above. 12. WATER HEATERS: IRC Section M 1 307.2, M2005, and UPC 608. Where water heaters or hot water storage tanks are installed in locations where leakage of the tanks or connections will cause damage, the tank or water heater shall be installed in a 24 gage galvanized steel pan or other pan approved for such use. The pan shall be at least I .5" deep and shall be drained by an indirect waste pipe with a min. 3/4" diameter drain to the exterior of the building not less than 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 %4" 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-1 0 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 8309. I Openings between the garage and residence shall be equpped with solid wood doors not less than i 3 /8 inches (35mm) in thickness, solid or honeycomb core steel doors not less than 1 thick, or 20- minute fire -rated doors. , xPIRES: 4/24/ 09 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 5 /8" 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. 16. 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 1 I .4. I . At least I exit doorway shall be side hinged and not less than 3' in width and not less than G'8" in height. The exit door shall provide direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. Access to habitable levels not having an exit shall be by a ramp or a stairway in accordance to applicable IRC Sections 3 I I .6 or 3 I 1 .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. 18. LANDINGS: IRC R3 I I .4.3, R3 I I .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 % per foot. 19. GUARDS: IRC Section R3 12. IBC Section 1 607.7. 1 . Porches, balconies, or raised floor surfaces located more than 30" above grade or floor below shall have guards not less than 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 I sq.ft., including openings and space between rails. 20. HANDRAILS: IRC Section R3 1 1 .5.6, R3 I I .5. I . All stairways with 4 or more risers shall have at least one handrail. Such handrails shall be placed not less than 34" nor more than 38" above the nosing of the treads. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser to a point directly above the lowest riser. Handrail ends shall be returned or terminate in newel posts or safety terminals. Handrails adjacent to the wall shall have a space not less than 1%2' between the wall and the handrail. Circular handrails shall have an outside diameter of at least 14" and not greater than 2 ". Handrails with a perimeter greater than 6%4" shall provide a graspable finger recess area on both sides. See handrail option in IRC Section 3 I I .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 I 1 .5. I . Stairways shall not be less than 36" clear width at all points above the handrail height and below the required headroom height. _ ? shall not project more than 4%2" on either side _ ? and landings, shall not be less than 3 1%2" where the handrail is installed on one side and 27" where handrails are installed on both sides. 22. STAIR TREADS $ RISERS: IRC Section 3 I I .5.3. The maximum riser height shall be 7- 3 /4 ". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 ". The minimum tread depth shall be I 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 R3 I 1 .5.2. All parts of the stairway shall not 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: RC Section R3 1 I .2.2. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with Y2' gypsum board. 25. ILLUMINATION: IRC Section 8303.6, R3 I 1 .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. "NTT- qoc Ktv CODE COMPLIAKE APPROV NO`J - 6 2 `°I3 City Of Tukwila BUIi,. DISC DIVISION A ii z.J o I TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -B, 46XX SO. 1 48TH ST. TUKWILA, WA. DWN: 118 SCALE: DATE: SEP. 12, 2008 CHKD: PHONE: (206) 244-1900 DRAWING NO. DD07- 4270 -P I 0 v DENNEY ENGINEERING AUBURN, WA. 253.939. 1373 _..)... >-- RECEIvF'l ISEP, 19 2008 LL PERMIT CENTEFH t, FLOOR PLAN NOTES 1 . ROOM IDENTIFICATION: Each room and the intended use must be clearly defined on the plans by the applicant for plan review purposes. R 106 2. EGRESS WINDOWS: IRC Section R3 1 0. All sleeping rooms and basements with the habitable space shall have at least one openable emergency escape and rescue opening. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. Except that grade floor openings shall have a minimum net clear opening of 5 square feet (see definition below). The minimum net clear opening width dimension shall be 20 ". The openings shall have a finished sill height not more than 44" above the floor. Emergency escape and rescue openings shall be operational from the inside of the room without use of keys or tools. Window wells shall be provided when egress windows have a finished sill height below adjacent ground elevation. The well shall allow the window to be fully opened and provide a minimum accessible net clear opening of 9 square feet, with a min. dimension of 36" Window wells with a vertical depth of more than 44" shall be equipped with a permanent ladder. Grade floor opening definition: A window or other opening is not more than 44" above or below the finished ground level adjacent to the opening. Refer to handout for additional information . 3. SMOKE ALARMS: RC Section R3 i 3. 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: I . Glazing in swinging doors. 2. Glazing in fixed and sliding door assemblies and panels in sliding and bifold closet doors. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doorsand enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and shower. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60- 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 6O" above the floor or walking surface. 7. Glazing that meets all of the following conditions: 7. i Exposed area of an individual pane is greater than 9 square feet. 7.2 Exposed bottom edge is less than i 8" 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. 10. Glazing adjacent to stairways, landings and ramps within 36" horizontally of a walking surface when the exposed surface of the glass in less than 6O" above the plane of the adjacent walking surface. I I 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 GO" above the nose of the tread. See code for exceptions for Items 1 through 11. 5. EXHAUST FANS: IRC Section M i 506, WSVIAQ Section 302.2. 1 , IMC Section 50 I .2, 502.7.3.6. 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 is 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 1502, M 1 503, M 1 504, M 190 I . I $ IMC Sections 304.8, 505. Overhead exhaust hoods shall discharge to the outdoors through metal exhaust hood (galvanized steel, stainless steel, or copper) not less than 28 gage. Such ducts shall have a smooth inner wall and be air tight and equipped with a backdraft damper. Clearance of at least 24" shall be maintained between the cooking surface and the combustible material or cabinet. Exception: Duct material and clearance where installed in accordance with the manufacturer's installation. Clearances to combustibles shall include such considerations as door swing, drawer pull, overhead projections or shelving and window swing, coverings and drapes. Refer to WSVIAQ Section 302.1 & Table 3 -1 for more specific requirements. FLOOR PLAN NOTES - continued 7. WATER CLOSET CLEARANCE: IRC Section R307, UPC Section 408.6. Water closet shall be located in a clear space not less than 30" in width. The clear space in front shall not be less than 24 ". 8. SHOWER AREAS: IRC Section R307, UPC Section 412.6, 4 12.7, 41 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 less than 30 ". All showers shall have a minimum finished interior floor area of 1 024 square inches and shall also be capable of encompassing a 30" circle. These dimensions shall be maintained to a point 70" above the shower drain outlet. 9. CLEARANCE TO COMBUSTIBLES (FIREPLACE * CHIMNEYS): IRC Sections R808, R 100 l . 1 5, R 100 I . 1 6, R1 003. I I R 1 003. 12. Combustible insulation shall be separated a minimum of 3" from heat producing appliances. Exception: Insulation shall be separated in accordance with conditions stipulated in manufacturer's listing. When masonry chimneys are built within a structure, min. 2" air space clearance to combustibles 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 1003. 13 / RG02.8. Woodwork or other combustible materials shall not be placed within G" of fireplace opening. Combustible material placed within 1 2" of the fireplace opening (such as mantles or decorative fireplace surrounds) shall not project more than 1/8" for each 1" clearance from the opening. 1 O. APPLIANCE LOCATIONS: IRC Chapter M 1 307, M2005, IMC Section 303, and UPC Section 308 4 309. 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. I I . APPLIANCES LOCATED IN GARAGE: IRC Section M 1 307, IMC Section 303.4, 304.3, IBC 1 607.7.3. Appliance located in a garage, carport or other location where subject to mechanical damage shall be protected with approved barriers. Vehicle barrier systems for passenger cars shall be designed to resist a single load of 6,000 lbs. applied horizontally in any diraection to the barrier system and shall have anchorage or attachment capable of transmitting this load to the structure. For design of the system, the load shall be assumed to act at a minimum height of I '6" above the floor or ramp surface on an area not to exceed I sq.ft. Equipment and appliances having an ignition source shall be elevated such that the source of ignition is not less than at least 1 8" above the floor surface on which the equipment or appliance stands. Rooms or spaces that are not part of the living space of a dwelling unit and that communicate with the private garage through openings shall be considered to be part of the garage and appliances located in the space shall be elevated as specified above. 12. WATER HEATERS: IRC Section M 1 307.2, M2005, and UPC 608. Where water heaters or hot water storage tanks are installed in locations where leakage of the tanks or connections will cause damage, the tank or water heater shall be installed in a 24 gage galvanized steel pan or other pan approved for such use. The pan shall be at least I .5" deep and shall be drained by an indirect waste pipe with a min. 3/4" diameter drain to the exterior of the building not less than 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 %4" 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-1 0 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 8309. I Openings between the garage and residence shall be equpped with solid wood doors not less than i 3 /8 inches (35mm) in thickness, solid or honeycomb core steel doors not less than 1 thick, or 20- minute fire -rated doors. , xPIRES: 4/24/ 09 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 5 /8" 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. 16. 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 1 I .4. I . At least I exit doorway shall be side hinged and not less than 3' in width and not less than G'8" in height. The exit door shall provide direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. Access to habitable levels not having an exit shall be by a ramp or a stairway in accordance to applicable IRC Sections 3 I I .6 or 3 I 1 .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. 18. LANDINGS: IRC R3 I I .4.3, R3 I I .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 % per foot. 19. GUARDS: IRC Section R3 12. IBC Section 1 607.7. 1 . Porches, balconies, or raised floor surfaces located more than 30" above grade or floor below shall have guards not less than 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 I sq.ft., including openings and space between rails. 20. HANDRAILS: IRC Section R3 1 1 .5.6, R3 I I .5. I . All stairways with 4 or more risers shall have at least one handrail. Such handrails shall be placed not less than 34" nor more than 38" above the nosing of the treads. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser to a point directly above the lowest riser. Handrail ends shall be returned or terminate in newel posts or safety terminals. Handrails adjacent to the wall shall have a space not less than 1%2' between the wall and the handrail. Circular handrails shall have an outside diameter of at least 14" and not greater than 2 ". Handrails with a perimeter greater than 6%4" shall provide a graspable finger recess area on both sides. See handrail option in IRC Section 3 I I .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 I 1 .5. I . Stairways shall not be less than 36" clear width at all points above the handrail height and below the required headroom height. _ ? shall not project more than 4%2" on either side _ ? and landings, shall not be less than 3 1%2" where the handrail is installed on one side and 27" where handrails are installed on both sides. 22. STAIR TREADS $ RISERS: IRC Section 3 I I .5.3. The maximum riser height shall be 7- 3 /4 ". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 ". The minimum tread depth shall be I 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 R3 I 1 .5.2. All parts of the stairway shall not 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: RC Section R3 1 I .2.2. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with Y2' gypsum board. 25. ILLUMINATION: IRC Section 8303.6, R3 I 1 .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. "NTT- qoc Ktv CODE COMPLIAKE APPROV NO`J - 6 2 `°I3 City Of Tukwila BUIi,. DISC DIVISION A Option Glazing Area % of Moor Glazing U- Factor Door' U- Factor Ceiling Vaulted Ceiling Wall Above Grade Wall =int Below Grade Wall =ext Below Grade Floor Slab on Grade Select One Vert. Over- head I 10% 0.32 0.58 0.20 R -38 R-30 R 15 R -15 RIO R -30 R- I O II 1 5% 0.35 0.58 0.20 R -38 R-30 R 2 1 R -21 R -10 R-30 R -1 O III 1 5% Group R- I and R -2 Occupancy Only 0.40 0.58 0.20 R -38/ U =0.03 I R -30/ U =0.034 R -2 I/ U =0.057 R-1 5 R- 10 R -30/ U =0.029 R -1 O IV Unlimited Group R -3 and R -4 Occupancy Only 0.35 0.58 0.20 R -38 R -30 R -2 I R-2 1 R 10 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 I R -30/ U =0.034 R -21 / U =0.067 R 15 RIO R -30/ U =0.029 K 10 FLOOR AN NOTES - continued SPECIAL STAIRWAYS: IRC R3 I I .5.3.2, R3 1 1 .5.8. I . Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall comply with all requirements of stairways except: Winder treads shall have a minimum tread depth measured at a point 12" from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6" at any point. Siral stairways are 'matted, provided the minimum width shall be 26 inches (660mm) with each tread laving a 7%2" minimum tread depth at 1 2" from the narrower edge. All treads shall be identical, and the rise shall be no more than 9 Y2 ". A minimum headroom of 6 feet 6 inches shall be provided. Unless demonstrated otherwise soil bearing capacity is assumed to be 1 500 psf, weathering potential is determined to be moderate (IRC Table 301.2(1)). STRUCTURAL NOTES FOUNDATION FOOTING SIZE: IRC Section 8403. Assume load bearing value of soil 1 00 psf unless proven otherwise. - ipporting I floor: minimum 6 "x 1 2". - ipporting 2 floors: minimum 6 "x 1 5". - ipporting 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 8403, 8404. I .4. Plain concrete walls located in Seismic Design Categories D 1 and D2 shall comply with the following: I) 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. As a minimum standard, refer to the attached handouts: Foundation Reinforcement Requirements. 29. FOUNDATION WALL SIZE: IRC Tables 8404. I . 1(1), R404. I . I (2), R404. I . I (3), 8404. I . I (4), $ Section 404. I .4. See attached handouts. Plain concrete and plain masonry foundation walls located in Seismic Design Categories DI and D2, as established in Table R30 I . I (1), shall comply with the following: 1) Minimum reinforcement shall consist of one #4 horizontal bar located in the upper 1 2" of the wall. 2) Wall height shall not exceed 8'. 3) Height of unbalanced backfill shall not exceed 4'0 ". 4) A minimum thickness of 7Y2" 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 D i 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 D I and D2, as established in Table K30 I .2(I ), supporting more than 4' of backfill or exceeding 8' in height shall be constructed in accordance with Table R404.1 .(2), K404. I . I (3) or R404. I . I (4) [reinforced concrete] and shall have two #4 horizontal bars located in the upper 1 2" of the wall. 30. STEPPED FOUNDATIONS: IRC Section 602. I 1 .3. Where stepped foundations occur, the following requirements apply: I) Where the height of a required braced wall panel that extends from the foundation to floor above varies more than 4', the braced wall panel shall be constructed in accordance to figure R602. I I .3. See attached details. 2) Where the lowest floor framing rests directly on a sill bolted to a foundation not less than 8' in length along a line of bracing, the line shall be considered as braced. The double plate of the cripple stud wall beyond the segment of footing that extends to the lowest framed floor shall be spliced by extending the upper top plate at a minimum of 4' along the foundation. Anchor bolts shall be located a max. of 1 ' and 3' from the step foundation. 3) Where cripple walls occur between the top of the foundation and the lowest floor framing, the bracing requirements for a story shall apply. 4) Where only the bottom of the foundation is stepped and the lowest floor framing rests directly on a sill bolted to the foundations, the requirements of Section R602. 1 I . I shall apply. 3 I . FOOTING DEPTH: IRC Section R403. I .4, 8403. I .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, RG02.1 0.2.3, $ R602. 10. 1 I . I it 8602.10. I I .2. A cripple wall is a framed wall from the top foundation to the underside of the floor framing of the first story above grade plane. In Seismic category D i (other than D2), cripple walls shall be braced with an amount and type of bracing as required for the wall above in accordance with Table 8602. 10. 1 with the following modifications for cripple wall bracing: I) The percent bracing amount as determined from Table R602. I O. 1 shall be increased by 15 %, 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 8602. 1 O. I . In any Seismic Design Category, cripple walls are permitted to be redesignated as the first story walls for purposes of determining wall bracing requirements. If the cripple walls are redesignated, the stories above the redesignated story shall be counted as the second and third stories respectively. Where interior braced wall lines occur without a continuous foundation below, the length of parallel exterior cripple wall bracing shall be 1 Y2 times the length required by Table R602. 10. I . Where cripple walls are braced using method 3 of Section R602. 10.3. (wood structural panel) cannot provide this additional length, the capacity of the sheathing shall be increased by reducing the spacing of fasteners along the perimeter of each piece of sheathing to 4" o.c. Adhesive attachment of wall sheathing shall not be permitted in Seismic Design Catergories DI and D2. 33. UNDER -FLOOR VENTILATION: IRC Section 408. I and 408.2. The under -floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement or cellar) shall be provided with ventilation openings through foundation walls or exterior walls having a net area of not less than I square foot for each 150 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 Y ": I) Perforated sheet metal plates not less than .070" thick, 2) Expanded sheet metal plates not less than .047" thick, 3) Cast iron grills or grating, 4) Extruded load- bearing brick vents, 5) hardware cloth of .035" wire or heavier, 6) Corrosion resistant wire mesh, with the least dimension being Y ". See exceptions for additional options. 34. UNDER -FLOOR ACCESS: IRC Section 408.4. 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 1 6" x 24 ". When any portion of the through wall access is below grade, an areaway of not less than 1 6" x 24" shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. Unobstructed by pipes, ducts or similar construction. 35. DECKS $ EXTERIOR STAIRS: IRC Section 3 i 9. I .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: I) Horizontal members such as girders, foists, and decking. 2) Vertical members such as posts, poles and columns. 3) Both horizontal and vertical members. Treatment must be applied by manufacturer. ENERGY CODE GENERAL NOTES 36. PREMISE IDENTIFICATION: IRC Definition, Section R32 I $ City of Seatac Standards for Fire Apparatus Access Roads. Approved numbers or addresses sahll be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Approved numbers or addresses shall be placed on all new commercial or residential buildings (that require an address), at the beginning of long driveways when the address is not clearly visible from the access road, or in any other areas deemed necessary by the City of Seatac Fire Marshal. They shall be placed in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. 37. APPROVED PLANS: IBC Sections 106.4. I , 1 06.4.2. 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 8702.4.2 $ 8702.4.3. When gypsum is used as a base or backer for adhesive application of ceramic tile or other nonabsorbent material, it shall conform with ASTM C630 or CI 1 78. Water resistant gypsum backing board shall be permitted to be used on ceilings where framing spacing does not exceed 1 2" o.c. for Y thick or i 6" o.c. for 5/8" thick gypsum board. Water resistant gypsum backing board shall not be installed over a vapor retarder, or on ceilings in a shower or tub compartment. All cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. Limitations: Water resistant gypsum backing board shall not be used in the following locations: I) 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 8702.3.6 $ Table 8702.3.2, IBC 2306.5. 1 .4. Screws for attaching gypsum board to wood framing shall be Type -W or Type S in accordance with ASTM C 1 002 and shall penetrate the wood not less than 5/8 ". Footnote, Table R702.3.5: Type X gypsum wallboard for garage ceilings beneath habitable rooms shall be installed perpendicular to the ceiling framing and shall be fastened at 6" o.c. by minimum I -7/8" Gd coated nails or equivalent drywall screws. -3/8" minimum from edge and ends for nails or screws - Fastening (nails): 7" o.c. max. ceiling, 8" walls. - Fastening (screws): 1 2" o.c. ceiling, 1 o.c. walls when wall framing is 1 6" o.c., 1 2" when wall framing is 24" o.c. 4 I . STORY/ STORY ABOVE GRADE: IRC Section 8202. That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above. A story above grade is any story having its finished floor surface entirely above grade, except that a basement shall be considered as a story above grade where the finished surface of the floor above the basement is: I) More than 6' above grade plane. 2) More than 6' above the finished ground level for more than 50 % of the total building perimeter. 3) More than 1 2' above the finished ground at any level. 42. HEIGHT OF BUILDING GRADE PLANE: IRC Section 8202. The vertical distance from grade plane to the average height of the highest roof surface. The grade plane : A reference plane representing the average of the finished ground level adjoining the building at all exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6' from the building between the structure and a point 6' from the building. Note: Zoning regulations may limit the height of residential structures more stringently. Check with your local jurisdiction for height limitations. 43. RETAINING WALLS: IBC Section RI 806. I , 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 I .5 against lateral sliding and overturning. Retaining walls that are not over 4' in height measured from the bottom for the footing to the top of the wall not supporting a surcharge is exempt from permits. &PiRES: 4/24/ O /? .52p ( 7 KtV vcu cO CODE CO} 'PLI ACE OPPROVE Iyp4 -6 213 City Of TuloNi a1 BUILDING DIVISION 0 '' TITLE PROPOSED RESIDENCE FOR SIDHU HOMES INC. LOT 4 -B, 46XX SO. 1 48TH ST. TUKWILA, WA. DWN: 1113 SCALE: DATE: SEP. I2, 2008 CHKD: PHONE: (206) 244- 1 900 DRAWING NO. DD07- 4270 -P I 1 DENNEY ENGINEERING AUBURN, WA. 253.939. 1 373 l>.... RECEPIPP <1 ISEP, :19 200 PERMIT CENi r. it i FLOOR AN NOTES - continued SPECIAL STAIRWAYS: IRC R3 I I .5.3.2, R3 1 1 .5.8. I . Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall comply with all requirements of stairways except: Winder treads shall have a minimum tread depth measured at a point 12" from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6" at any point. Siral stairways are 'matted, provided the minimum width shall be 26 inches (660mm) with each tread laving a 7%2" minimum tread depth at 1 2" from the narrower edge. All treads shall be identical, and the rise shall be no more than 9 Y2 ". A minimum headroom of 6 feet 6 inches shall be provided. Unless demonstrated otherwise soil bearing capacity is assumed to be 1 500 psf, weathering potential is determined to be moderate (IRC Table 301.2(1)). STRUCTURAL NOTES FOUNDATION FOOTING SIZE: IRC Section 8403. Assume load bearing value of soil 1 00 psf unless proven otherwise. - ipporting I floor: minimum 6 "x 1 2". - ipporting 2 floors: minimum 6 "x 1 5". - ipporting 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 8403, 8404. I .4. Plain concrete walls located in Seismic Design Categories D 1 and D2 shall comply with the following: I) 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. As a minimum standard, refer to the attached handouts: Foundation Reinforcement Requirements. 29. FOUNDATION WALL SIZE: IRC Tables 8404. I . 1(1), R404. I . I (2), R404. I . I (3), 8404. I . I (4), $ Section 404. I .4. See attached handouts. Plain concrete and plain masonry foundation walls located in Seismic Design Categories DI and D2, as established in Table R30 I . I (1), shall comply with the following: 1) Minimum reinforcement shall consist of one #4 horizontal bar located in the upper 1 2" of the wall. 2) Wall height shall not exceed 8'. 3) Height of unbalanced backfill shall not exceed 4'0 ". 4) A minimum thickness of 7Y2" 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 D i 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 D I and D2, as established in Table K30 I .2(I ), supporting more than 4' of backfill or exceeding 8' in height shall be constructed in accordance with Table R404.1 .(2), K404. I . I (3) or R404. I . I (4) [reinforced concrete] and shall have two #4 horizontal bars located in the upper 1 2" of the wall. 30. STEPPED FOUNDATIONS: IRC Section 602. I 1 .3. Where stepped foundations occur, the following requirements apply: I) Where the height of a required braced wall panel that extends from the foundation to floor above varies more than 4', the braced wall panel shall be constructed in accordance to figure R602. I I .3. See attached details. 2) Where the lowest floor framing rests directly on a sill bolted to a foundation not less than 8' in length along a line of bracing, the line shall be considered as braced. The double plate of the cripple stud wall beyond the segment of footing that extends to the lowest framed floor shall be spliced by extending the upper top plate at a minimum of 4' along the foundation. Anchor bolts shall be located a max. of 1 ' and 3' from the step foundation. 3) Where cripple walls occur between the top of the foundation and the lowest floor framing, the bracing requirements for a story shall apply. 4) Where only the bottom of the foundation is stepped and the lowest floor framing rests directly on a sill bolted to the foundations, the requirements of Section R602. 1 I . I shall apply. 3 I . FOOTING DEPTH: IRC Section R403. I .4, 8403. I .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, RG02.1 0.2.3, $ R602. 10. 1 I . I it 8602.10. I I .2. A cripple wall is a framed wall from the top foundation to the underside of the floor framing of the first story above grade plane. In Seismic category D i (other than D2), cripple walls shall be braced with an amount and type of bracing as required for the wall above in accordance with Table 8602. 10. 1 with the following modifications for cripple wall bracing: I) The percent bracing amount as determined from Table R602. I O. 1 shall be increased by 15 %, 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 8602. 1 O. I . In any Seismic Design Category, cripple walls are permitted to be redesignated as the first story walls for purposes of determining wall bracing requirements. If the cripple walls are redesignated, the stories above the redesignated story shall be counted as the second and third stories respectively. Where interior braced wall lines occur without a continuous foundation below, the length of parallel exterior cripple wall bracing shall be 1 Y2 times the length required by Table R602. 10. I . Where cripple walls are braced using method 3 of Section R602. 10.3. (wood structural panel) cannot provide this additional length, the capacity of the sheathing shall be increased by reducing the spacing of fasteners along the perimeter of each piece of sheathing to 4" o.c. Adhesive attachment of wall sheathing shall not be permitted in Seismic Design Catergories DI and D2. 33. UNDER -FLOOR VENTILATION: IRC Section 408. I and 408.2. The under -floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement or cellar) shall be provided with ventilation openings through foundation walls or exterior walls having a net area of not less than I square foot for each 150 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 Y ": I) Perforated sheet metal plates not less than .070" thick, 2) Expanded sheet metal plates not less than .047" thick, 3) Cast iron grills or grating, 4) Extruded load- bearing brick vents, 5) hardware cloth of .035" wire or heavier, 6) Corrosion resistant wire mesh, with the least dimension being Y ". See exceptions for additional options. 34. UNDER -FLOOR ACCESS: IRC Section 408.4. 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 1 6" x 24 ". When any portion of the through wall access is below grade, an areaway of not less than 1 6" x 24" shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. Unobstructed by pipes, ducts or similar construction. 35. DECKS $ EXTERIOR STAIRS: IRC Section 3 i 9. I .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: I) Horizontal members such as girders, foists, and decking. 2) Vertical members such as posts, poles and columns. 3) Both horizontal and vertical members. Treatment must be applied by manufacturer. ENERGY CODE GENERAL NOTES 36. PREMISE IDENTIFICATION: IRC Definition, Section R32 I $ City of Seatac Standards for Fire Apparatus Access Roads. Approved numbers or addresses sahll be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Approved numbers or addresses shall be placed on all new commercial or residential buildings (that require an address), at the beginning of long driveways when the address is not clearly visible from the access road, or in any other areas deemed necessary by the City of Seatac Fire Marshal. They shall be placed in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. 37. APPROVED PLANS: IBC Sections 106.4. I , 1 06.4.2. 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 8702.4.2 $ 8702.4.3. When gypsum is used as a base or backer for adhesive application of ceramic tile or other nonabsorbent material, it shall conform with ASTM C630 or CI 1 78. Water resistant gypsum backing board shall be permitted to be used on ceilings where framing spacing does not exceed 1 2" o.c. for Y thick or i 6" o.c. for 5/8" thick gypsum board. Water resistant gypsum backing board shall not be installed over a vapor retarder, or on ceilings in a shower or tub compartment. All cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. Limitations: Water resistant gypsum backing board shall not be used in the following locations: I) 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 8702.3.6 $ Table 8702.3.2, IBC 2306.5. 1 .4. Screws for attaching gypsum board to wood framing shall be Type -W or Type S in accordance with ASTM C 1 002 and shall penetrate the wood not less than 5/8 ". Footnote, Table R702.3.5: Type X gypsum wallboard for garage ceilings beneath habitable rooms shall be installed perpendicular to the ceiling framing and shall be fastened at 6" o.c. by minimum I -7/8" Gd coated nails or equivalent drywall screws. -3/8" minimum from edge and ends for nails or screws - Fastening (nails): 7" o.c. max. ceiling, 8" walls. - Fastening (screws): 1 2" o.c. ceiling, 1 o.c. walls when wall framing is 1 6" o.c., 1 2" when wall framing is 24" o.c. 4 I . STORY/ STORY ABOVE GRADE: IRC Section 8202. That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above. A story above grade is any story having its finished floor surface entirely above grade, except that a basement shall be considered as a story above grade where the finished surface of the floor above the basement is: I) More than 6' above grade plane. 2) More than 6' above the finished ground level for more than 50 % of the total building perimeter. 3) More than 1 2' above the finished ground at any level. 42. HEIGHT OF BUILDING GRADE PLANE: IRC Section 8202. The vertical distance from grade plane to the average height of the highest roof surface. The grade plane : A reference plane representing the average of the finished ground level adjoining the building at all exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6' from the building between the structure and a point 6' from the building. Note: Zoning regulations may limit the height of residential structures more stringently. Check with your local jurisdiction for height limitations. 43. RETAINING WALLS: IBC Section RI 806. I , 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 I .5 against lateral sliding and overturning. Retaining walls that are not over 4' in height measured from the bottom for the footing to the top of the wall not supporting a surcharge is exempt from permits. &PiRES: 4/24/ O /? .52p ( 7 KtV vcu cO CODE CO} 'PLI ACE OPPROVE Iyp4 -6 213 City Of TuloNi a1 BUILDING DIVISION