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HomeMy WebLinkAboutPermit D06-190 - Singh Residence - New Single Family ResidenceSINGH RESIDENCE 4618 S 148 ST D06 -190 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000701 Address: 4618 S 148 ST TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 4618 5 148 ST, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: SINGH GURDIP+GREWAL SUKHBIR Phone: Address: 4228 S 148 ST, TUKWILA WA Permit Number: D06-190 Issue Date: 06/22/2006 Permit Expires On: 12/19/2006 Contact Person: Name: GURDIP SINGH Phone: 206 244 -1900 Address: 4224 5 148 ST, TUKWILA WA Contractor: Name: SIDHU HOMES INC Phone: 206 -244 -1900 Address: 1464146 AV 5, TUKWILA WA Contractor License No: SIDHUHI980NO Expiration Date:08 /30/2006 DESCRIPTION OF WORK: CONSTRUCTION OF 3,856 SF SFR WITH 607 SF ATTACHED GARAGE. Value of Construction: $360,190.94 Fees Collected: $6,553.42 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: N Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: Devperm ** Continued Next Page ** 006 -190 Printed: 06 -22 -2006 Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and ordinances governing this work will . -`T.mpb- - ith, 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. Date: G / 667 Print Name: ( S l tu am Date: all 11.245149 is permit and know the same to be true and correct. All provisions of law and 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. 006 -190 Printed: 06 -22 -2006 Parcel No.: 0040000701 Address: 4618 S 148 ST TUKW Suite No: Tenant: SINGH RESIDENCE doc: Conditions City cirTukwila 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: cttukwila.wa.us 8: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -190 Status: ISSUED Applied Date: 05/23/2006 Issue Date: 06/22/2006 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located In hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. D06 -190 Printed: 06-22-2006 19: ** *FIRE DEPARTMENT CONDITIONS * ** 22: Maximum grade for all projects is 15 %. doc: Conditions City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us 21: Adequate ground ladder access to rescue windows shall be provided. 26: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director 15: 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be Inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors In the construction documents and other data. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 27: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 006 -190 Printed: 06 -22 -2006 City urTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. Signature: .44441— Date:a Print Name: • S 1 H doc: Conditions Steven M. Mullet, Mayor Steve Lancaster, Director of law and ordinances other work or local laws 006 -190 Printed: 06-22-2006 Property Owners Name: Mailing Address: CITY OF TUKWILA Community Developmencapartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us [ SITE LOCATION LoT 3 King Co Assessor's Tax No.: AG 9 0 ( Sea /4 s1 wa Site Address: Tenant Name: G ueb/P S In) 6- ey corrrAct PERSON trgts P ,'AJO's' Day Telephone: D.0 1- it19_/ 900 Mailing Address: As 46 ete szti g ; s g eenvi cat • deb City State 4 6- ergs 71g ) E-Mail Address: Name: iiCENERALCONTRA. : Information for Mechanieni fag 4) for Pluthbing ind Gas Piping (pg Company Name: Mailing Address: S /LI klu o .9 4- Contact Person: 6a4j tci44A E-Mail Address: Geatini g14-4,4. 0, ( . CC/v1 Contractor Registration Number: notita.--#1 i g o Al Company Name: 7M/Ion 7)es/9n Mailing Address: Contact Person: E-Mail Address: Company Name: Mailing Address: Contact Person: 8 011 E-Mail Address: r ey 070. QAApplicationstPonns-Applications On LineO-2006 -Permit Application,doc Revised: 4.2006 bit iteg ga MA Cfr Tak Ai IL. A city 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** Suite Number: city Day Telephone: e2a,4 - VV /VO 0 Fax Number: G20 A 733 87 t Expiration Date: 61130/ 0 4 Q t /Ws 64St 7'4L a 8 State Zap Tr/Uri Day Telephone: - 99g 0/ 9 2- Fax Number: City Attio 'n Floor: New Tenant: 0 .... Yes frig ,f-- State Zip State Zip ENGINEER OPAECORD - Ali plans must be wet stamped by Eaglneer of Record City State Zip Day Telephone: 2-3 939 /373 Fax Number: ..No Page 1 of 6 Valuation of Project (contractor's bid price): $ I 5 6 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed informatioh): S r . � Nee,. f g/01.14 ( 42.- C b efLol:v Will there be new rack storage? ❑ ..Yes K.. No (If yes, a separate permit and plan submittal will be required) Provide All Building Areasiu Square Tootage Below I'f Floor. loor 3f Floor Floors: Access° fracture*.:.:. Attached Garage Detached Garage Attached Carport Detached Carpoft Covered'Deek Uncovered Deck Existing .' Addit'on to Existing �Strgeture ";. 206 7 657 $�r'c It /i e :of cy'per OCT PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: e.2 Compact: `" Handicap: Will there be a change in use? ❑ ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑ ..Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes 0 ..No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q Applications \Forme-Applications an LineU -2006 - Permit Applic*tion.doc Revised: 4 -2006 bh Er.. None ❑ . Other (specify) Page 2 of 6 PHLJBI IC WORKS, PERMIT INPARMATION - 206- 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwilaater District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑...Sewer Use Certificate :. ValVue Submitted with Application (mark boxes which apply): C Civil Plans (Maximum Paper Size — 22" x34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑...Rightof -way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ( Construction/Excavation/Fill - Right-of-way Non Right-of-way v Total Cut 5o cubic yards v❑'...Total Fill 5b cubic yards ❑...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension ❑ ...Water Main Extension Public Public Q:v ppaaatiomwam.- Applications On Liae3.2006 - Permit Applivaon.doc Revised: 4-2006 bs Private Private CaII before you Dig: 1400- 424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ ...Renton ❑ .. Renton ❑ ...Seattle ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided p /east Nofe-; lnese geld be- Pruf-yr k,424/ ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) as 4111 taa - - ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone a. Storm Drainage O tt' i 7 .v I Kb Roy Volk U$ijJ . Recce +Iy Cet41LL t, ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) Z ❑...I) old Harm — (ROW ) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0. Deduct Water Meter Size ^! O /ail. c ('Pl q.�0.1r —• Monthly Service Billing to: Name: Mailing Address: k' der FINANCE INFORMATION W1/2.- Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit I ' • Qty_, Unit Ti:: yp- Qty _;;Unit Type: - -. ' . ;Qty ' Boiler/Compressor Qty Furnace <100K BTU 1 Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat I 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 1 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator - Comm/Ind Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION ,BRE,, njAA/ &tZh'hA- Y6o/ s. /39 Pl. (/ 74 Kw lt-1.1 tua - 4 &f ecr Company Name: Mailing Address: �" City State Zip Contact Person: �/ �ser-rt o - J / Ni or Daum 0. Day Telephone: 701- 24/ 8 - to E -Mail Address: S Yew hpn v ,-4t g AoL • Caw.- - Fax Number: 2.4 r 2 -9e- 7 `l or Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ 4560 2= Scope of Work (pleas provide detailed information): Iked- �/ 9 _ 53#i 4-$4-- f p Nem/ d *^ t (-‘,2-Ad Use: Commercial: New....[ Replacement....❑ New .... ❑ Replacement .... ❑ Indicate type of mechanical work being installed and the quantity below: Q: ApplicationWotm,- Applications On Linty -2006 - Permit Application doc Revised: 9 -2006 bb Fuel Type: Electric ❑ Gas....9r Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower � t �l Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 3 Bidet iv Food -waste grinder, commercial ` Receptor, indirect waste Clothes washer, domestic t Floor drain Sinks 5 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain ' Lavatory if Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 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 Additional medical gas inlets/outlets — six or more 'LUMBINGAAND GAS PIPING RMIT.INFORMATION- 206-43 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: re n P/Ga...bi 7 DA-it D F-frtro1. Contact Person: E -Mail Address: Contractor Registration Number: City State Zip Day Telephone: Fax Number: Expiration Date: i Syoo Scope of Work (please provide detailed information): /1f^/ {! u ° �r4 /t fe ta2J j Re i (J Valuation of Project (contractor's bid price): $ Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: AppafationsWottae- AppacatMM On LineU-2006 - Permit Applicetion.doc Revised: 42006 M Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER OR AUTHORIZED AGENT: -t " / -p Sf'- Signature: Print Name: Mailing Address: I Date Application Accepted: �.tr Sr Q:\AppliationntPomn- Applications On LineU4006 - Permit Application.doc Revved: 4 -2006 bh Date: s1a f O c. Day Telephone: 2 r 22 y So tt . /I{ s ets1 74 twit-A City Date Application Expires: State Zip Staff Initial s: Page 6of6 RECEIPT NO: R06 -00915 Initials: LAW Payment Date: 06/22/2006 User ID: 1630 Total Payment:9,237.92 Payee: SIDHU HOMES, INC. SET ID: 062206 SET NAME: SINGH SET TRANSACTIONS: Set Member Amount 006 -190 D06 -191 M06 -102 M06 -103 TOTAL: TRANSACTION LIST: Type Method Description Payment Check 1685 ACCOUNT ITEM LIST: Description 4,575.26 4,311.54 175.56 175.56 9,237.92 BUILDING - RES MECHANICAL - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT TOTAL: Amount 9,237.92 9,237.92 Account Code Current Pmts 000/322.100 5,822.92 000/322.100 351.12 000/322.100 500.00 000/342.400 47.00 000/342.400 230.00 000/345.830 230.00 000/386.904 9.00 104.367.120 2,047.88 TOTAL: 9,237.92 6729 06/22 9716 TOTAL 9237.92 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIPT NO: R06 -00735 Initials: JEM User ID: 1165 Payee: SIDHU HOMES, INC. SET ID: 052306 SET NAME: SINGH RESIDENCE SET TRANSACTIONS: Set Member Amount D06 -190 D06 -191 M06 -102 M06 -103 PG06 -029 PG06 -030 PG06 -031 TOTAL: 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 1,978.16 1,806.74 36.39 36.39 81.50 81.50 44.50 4,065.18 SET RECEIPT PLAN CHECK - RES 000/345.830 TOTAL: Payment Date: 05/25/2006 Total Payment: 4,065.18 TRANSACTION LIST: Type Method Description Amount Payment Check 1661 4,065.18 TOTAL: 4,065.18 Account Code Current Pmts 4,065.18 4,065.18 5844 05/25 9716 TOTAL 4065.18 Steven M. Mullet, Mayor Steve Lancaster, Director Pro' ` t: /Nyh / Type of Inspection: F/N.� / ? rs - Address: y6/f3 s /v8s-/ Date Called: Special Instructions: Date Wanted: 5' m , ,; -/ 7-07 p.m. Requester: Phone No: per applicable codes. Corrections required prior to approval. Approved O ENTS: i er,nri (6-0 f / ' /IL /q/ 9/ e111 7o dfiCiest7 /J X Inspect Date /e/ DoG / S U INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION h. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 / .00 REINSPECTION FEE EQUIR . Prior o inspection, fee must be d at 6300 Southcenter Bl .. Suit 100. Call the schedule reinspection. ipt No.: 'Date: ,/ Project: / !/� h L , /� ,a ///TY/t Type of Inspection: i ii ��`[ . Address: 14/ Syr Date Called: Special Instru ti ns: Date Wanted` ( 7` 7 Win: `ptr( Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. 206)431 -367 Approved per applicable codes. 1Corrections required prior to approval. COMMENTS: / /a // sue// ��a ��f-n ` „ , -.r / ( /ien., 7 \ a4 ,-/,Ti - 40.11.4-, s it )` t� ".4 ,,,, c>a.`�v Inspector: I Date: (O` 7 008.00 REINSPECTION Fd REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspedion. Project: . 5; A Type of Inspection: 1007 G /,a2v inst., Address: yep , /yA Called: Special Instructions: Date Wanted: ./ �/� z� I�TJ P.m. Requester: Phone No: 21 L / — /9/ i 0 /i Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 5266)431 -367 PER /j Corrections required prior to approval. COMMENTS: � �� 1 ; , r A /ter l'/arw/ c ri $58.00 RE I SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southeenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: Project: T7 o Address: /g 5 /g-4 Date Called: C/ Special Instructions: Date Wanted: 12 ?T/ ` / ' a.m. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.36P0 /(,6l?Cpproved per applicable codes. D Corrections required prior to approval. COMMENTS: /r- 'Datei D‘ . inspectors $58.00 REINSPECTIO %. lE,REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter8lvd., Suite 100, Call to sechedule reinspection. Date: • c, (Receipt No.: Project: 5 ,�/ 4 Type of Inspection: // 1 502 i� 9 ' v Address i % / 6/ GI /if Date Called: L `'7`4 Special Instructions: Wanted: Date Wan ed: bate 4.-1344.-134., -.. Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43146 0 COMMENTS: Inspector; Date: / c ,/ Approved per applicable codes. El Corrections required prior to approval. 17 $58. REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: Type of insp ction: 1 \. A r s : 6 � P Ss 17 1yg54- Date Called: Special Instructions: Date Wa _ a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 r 6)431.3 COMMENTS: Inspecto3 T Da l 7 -O 5 68.00 REINSPECTION FE REQUIRED. Pr}mF to Inspection, fee must be paid at 6300 Southcenter lvd., Suite Call to sechedule reinspection. Receipt No.: !Date: Approved per applicable codes. El Corrections required prior to approval. Project: S • br LI Type of Inspection: /t e ( lle T l/, q 14 � /� j Address' yl/ /yO Date Called. - - Special Instructions: Date Wanted: �s s�� . - 11 -Olh p.m. eitquester: Phone No: 13 INSPECTION RECORD Retain a copy with permit T,/� Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 *7 COMMENTS: Corrections required prior to approval. mai s58. & REINSPECTION &EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ✓t( Project: Type of Inspection: O Addr / 11 / 4,9 1s Date Called: Special Instructions: Date Wanted: a.m. P.m. //� / !9 Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. El Corrections required prior to approval. o A 4 K ; Add e-w/ E f 4..o 43 /at il pnr1 4 COMMENTS: in $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: „ • Project: ,Sine& Re 5 • Type of Inspection: �. /= 24mv& C. Address: 44 a 5/ s 7 Date Called: Instructions: Date Wanted: m. 9 — / 1 1 — 0/... a Requester: Phone No: ao6 -.Z4/4/--/ 96 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COWIE /) Tant-z.I- esin,p 0 taice S %y 61 -3.4 / or 5 Th Corrections required prior to approval. Date: 9_ . / ys ` 0 $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: • DCG -l9 (206)431 -36 Project /� Type of Ins ction: Ste_( C6 7 � Address: ,i Sn /ye bate Called: Speer " Ins ructions: Date Wanted: ` 7 /?. �4 p.m. Requester. Phone No: 2 4 -/ /94r2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. OMMENTS: El Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Proo ect: J ,'t44 Ars . Type of inspection: S re, - 64,9 / /'t'. ' Address: S, /Y sl 4/6/1; 7 Date Called: Special Instructions: Date Wanttp4y 7 _ / t0 1. Requester: Phone No a 06 -0,2 5/y /a( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -360 Corrections required prior to approval. 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Progject: 5. 0' /0 4r° Type of Inspection: A �9// S�','m Address / 1/68 S Date Called: / Special Instructions: Date Wanted: a.m.. O.. Requester: Phone No a s 4 99-i9 INSPECTION NO. (Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,,ZO - /50 PERMIT 0 (206) 31 -367 ly I A per applicable codes. 0 Corrections required prior to approval. COMMENTS: r ateg- 7—c D $58.00 REINSPECTION Fj('E REQUIRED. Prior to inspection, fee paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ProWct: 5 Type of-Inspeetiom.- . Address: / Date Called: Special Instructions: Date WankA: 445 ( amt. 7-0 c P.m. Requester: Phone No: (1(..''' 2W /9 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Corrections required prior to approval. 4 711 COMMENTS: 0 $58.�EJNSPECTIOV FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 1Date: Pro t: S c /A/5 /?las . Type of inspection: / C ALAE .SPAPe Address: / 1 /G /? S. /9, s> Date Called: Special Instructions: Date Wanted: 7 _ d / "V a Requester: Phone No: ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. JJ Corrections required prior to approval. $58.0 EINSPECTION FE' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: J 7 Iseto � i-'� 2 Adg / y �,/. Dt ald pca ntutos ae Wn : am euse: Poe N: Pro I INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Inspector: 'Date: 7... /4/0 4 $58.00 REINSP • ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 •uthcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: (206)431.367 Projects Type of nspection: Addres Date Called: Special Instructions: = 3 ° 3:co Z � i9 Date Wanted: 7 - /y-c� a p- : Requester: Phone No: - 210-/- !et CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. g INSPECTION RECORD Retain a copy with permit i -! �% Qcc � ! ow / rJ N ' r LIr /N//Ili il l, /a/r! a r /s'Gr / n./_ a r/rafrin- t' 7 Inspector", A r�� Date: 7� LJ $58.00 REINS ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to sechedule reinspection. r eceipt No.: (Date: Project: ti .5' /it/+_ Ty of Inspection: , FOOT /#JL ,NAI1ti' S Ad / 6 S i 41 sr( Date Called: -. Special Instructions: Date Wanted: 7 -- /0 — !J a. E P.m. Requester: Phone No: ? O 6 -2 yd!- / INSPECTION NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Di -Approved per applicable codes. D Corrections required prior to approval. COMMENTS: pector: i A $58.00 REINSPE'�TION FEE REQU Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Su(te 100. Call to sechedule reinspection. eceipt No.: 'Date: " tO - 'Date: DoG -5d PER IT N (206)431 -3 Pr. = t: ! , T Type of Inspection: Ad ress: f ' 'ate Called: Special Instructions: D Date Wanted: i a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. Date: [ 4 ri $58.00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. f >t� Receipt No.: Date: Project: ^ � Sl irJto ci t26 Type of Inspection: Fo©"r'ito L Address: l 8 S 1 4 E1 6.4- Date Called: �^ Special Instructions: Date Wanted: t-, - - (� / a.�rt^ � Requester: Phone No: P-06.- 2- ♦• proved per applicable codes. INSPECTION RECORD Retain a copy with permit INS P ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila, WA 98188 f ob -AO Corrections required prior to approval. COMMENTS: nspec ; : Receipt No.: WVU� 'Dap `2 3- fJ 00 REINSPECTION l E REQUIRED. Pr)6r to inspection, fee must be at 6300 Southcente Blvd., Suite 1 Call to sechedule reinspection. 'Date: Project: Cl r101 12r e Type of Inspection: fa) F✓la Address: yo s S /rest Date Called: o & /x6/07 Special Instructions: Date Wanted: n6 7O7/( 7 a.m. p.my Requesyer: Jr s I /K ( j , Y 0 _ d-jti - Phone No: 2.O6 ads -/900 PW El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DO 19'0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Corrections required prior to approval. COMMENTS: (0(t1(07 LAc ca ( 1410 1 F_4-4 Inspector: G,Ac) ' Date: _ (t / $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: vertu Type of Inspection: Sg rath D, 5. rr5Gtgv,.. Ad i ss 5: pia M Date Called: / ! t it -nom. Olt rite . v u,...,_ A Special Instructions: Date Wanted: . t 1 a.m. p.m. RequesSgr: 4 h Phone N ” Approved per applicable codes. Corrections required prior to approval. COMMENTS: rath D, 5. rr5Gtgv,.. 54,/4 ittiftit A4A1 ALA Mi r , 9 Ty fa. pirf( 1" er, //te , t it -nom. Olt rite . v u,...,_ A cn,.st ii" a(P-I ((a-1/ 7'4 rfrZ "4--(414-14 /CA mr1 s' 5 yOta -w, 4 INSPECTION RECORD Retain a copy with permit k u4, -60 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. j 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: Receipt No.: (Date: Project: Type of Inspection: s o Aqd : • �I�l$S.t S _ Date Called: 7 ti(C) Special Instructions: Date Wanted: it \ t a.m. P.m. Reques r: S tt el "' w t 9 Phone No: 24 - k ' id() INSPECTION RECORD Retain a copy with permit p o6 -t PERMIT N0. INSPECTION 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: 0.4 t ,t ' A nic Inspector: 6M !Date: 7((o /ah D $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: - !Date: Project: d m6 N c -'fn�i Pz Typ pection• rr A/A-L Address: Sib /8 Suite #:y 4. / Sr Contact Person: „Nd A Special Instructions: Permits: Phone No.: 206 - %V- no Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 l l Corrections required prior to approval. COMMENTS: DAL 14/5/2— Word /Inspection Record Form.Doc Date: 6 /« / 7 Hrs 5 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 4/13/06 T.F.D. Form F.P. 113 May 31, 2006 City of Tukwila 6300 Southcenter Blvd Ste #100 Tukwila, WA 98188 Regarding Residence for: Singh Lot 3 anal tat 2 £- 46XX S. 148 Street Tukwila, WA 98188 Permit #D06 -190 To the Person Concerned; Regarding the above referenced residence and the issue of LRP's at the front of the garage please note the following. There are in fact no usable piers at the front of the garage which can qualify as LRP's. At the sides the piers are 10" wide; at the center, 12" wide. Minimum width of LRP's acceptable is 16 inches. The lateral forces along the front of the garage and on the second story above the garage are transferred through roof and floor diaphragms to the shear wall system at the front of the main house and back of the garage, Le., shear walls L. This method of shear transfer was assumed in the lateral force analysis of the residence. Please call if there are questions regarding this report. Sincerely, Emerson R. Denney, PE WA Lic #9788 - FILE co Pent * At DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 REVIEWED FOR CODE COMPLIANCE Qennatcfl JUN 1 5 2006 qt OfTGkwIla BUILDING nTVISION RECEIVED CITY OF TIM/VILA MAY 31 'P PERMIT CENTER INCOMPLETE pWl°Lo FROM' :bEtktEV • D481 NEC RI HE- June 14, 2006 City of Tukwila 6300 Southcenter Blvd. Ste # 100 Tukwila, WA 98188 Attn: Allen Johannessen Re: Singh Residence Lot 3 463CX So. 148 Street Tukwila, WA FAX- HO. : 253 933 •1377... Jun 14 200G 10: 39AM P2 • DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Regarding the above referenced residence plan, please note the following. The 6 % x 13 %s glulam beams which are supported on the 5 1/8 glulam vehicle door headers may be supported using Simpson MEG7 Top Flange bangers. The reaction to be carried by the headers is 6245 Ibs, per calculations for beam 132. This letter authorizes you to mark this change on the drawings. Please call if you haw questions Sincerely Emerson R. Denney, PE Project Engineer ;71 1st t 4 : Cc a nO DENNEY ENGINEERING, INC 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 SIMPSON MEGS HANGER 51gx1312 GL6 (2) — . 94 rN RU —BO L75 DETAIL A< 6-16,d NA 1 Ls EACH SIDE DATE' /81 PAGE 52 Lots 4Zxx14t%st Tukwi /a, WA 2 - x 4" LAG SCREW EACH SIDE A -A ROCEIVED CRY OF 111KW1LA JUN 1 2 2006 JT CENTER 7x 14 FARALLAM MI'M 2 -2x4 STUDS UNDER BEAM CORREQTION LTR# %(gr ( i DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS PROJECT .,S/hyh Resavlce Lot 3 46 'x S. /49th St. Tukwila, Lt/A 6Y 5/ZD DATE 5/2 376 FOR S / PHU HO IEXPIRES J - / -err 1 5-d3 -06 RECEIVED CITY OF JUN 1. 2 2006 PERMIT CENTER CORRECTION LTR #_ 1 -lqo r—s: DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Roof Loads ,tjL+LL. DL - p5 psf 7.00 psf — psf (.00 psf A60 p s f 4670 psf 2.5"0 p 1.50 psf — psf /7.00 psf 25:DO ps f 42.00 psf DL L/.. rikwi/a L.UA Composition Roofing ,Shake Eoo Concrete Tle Roofaiy Sheet - Meta/ Roonily Strip Sheathe), Plywood s%eaehiny Timoer Dechiny mousses or Rafters Gui, Ceil b9 Sheathi4y lnsulatan MISC. DATE 212106 PAGE 1 Lot 3 4(xx 5 14W 5t. Floor Loads 2.00 psf 2.50 psf psf 2.0o psi psi* psf p51 psf psf psf' l.0O psf' DL- /0.00 psf L.L. 40.60 pS! TL Caw P5 1 DL "---i DENNEY ENGINEERING, INC. DATE 2/z/0& PAGE a 2.50 38809 191 Avc SE Lot 3 46)0e 5. 148Y ,5t, Auburn, WA 98092 7uJWi /o"' WA Phone & Fax (253) 939 -1373 / Floor garroting 5h.eath'ng ander /ayn4evit Carpet Concrete fopprig GWD ceiling Sctspenc eel cei /erng Parti trots Mech., /1yht9 etc. llnclerfloor Msulatthn MisC, DENNEY ENGINEERING, INC. j 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE 2/2/06 PAGE 3 Lot 3 4,xx 5. /4ttt St. 774-kw11a kM Beams /fr/4aa/e rs N1k. fl 1 Descr .Seam Over gera re Sean 17.5' Canzi/e✓er(s) Lela_____ Re. 714. WAY/ : Lin I Form : Roof 5' • Tiyarlalar : Pa reigh From 76 L/n.ivrm 4 /76/n6 V + /D(t) 7 2,0 = /57t4 w IZS/l.157(6 7)(5) 7 4 1 1 6(5:6)s= ell/54g4 Tianyaler /cc` zecc wbe.s wiz rA Lim /(ecgder S.e /ection 54) /3) 64.24f -V4 Est Bm. //)G- 2 0 fl F /oor 8'. 5' waft 8' (0/o p$ Job Name: SINGH RESIDENCE L0T3 Beam Mrk: B1 5.125 x 13.5 Both ends pinned Dead Load = 157 psf Live Load = 413 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2. Allowable Shear, psi: Fv = 3. Mod of Elasticity, psi: E = 4. Duration of load factor = 5. Live Load: Deflection < L / 360 8. D+L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 • 4. 988 kips 4.988 kips 1 1 i< >i Span(ft)= 17.5 SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Shear stress: fv = 97 psi for V = 4.49 kips BEAM SIZE : 5.125 x 13.5 y 2400 Bending stress: +M fb = 1682 psi 240 for +M = 21.82 k -ft 1800000 -M fb = 0 psi 1 for -M = 0 k -ft Dead Load Deflection = .175 in Live Load Deflection = .461 in = L/ 455 D +L Load Deflection = .636 in = L/ 330 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi DENNEY ENGINEERING, INC. DATE 2 /2/ ' 0% PAGE 5 '' 38809 191" Avc SE L 3 4 xx 5. /4t St, Auburn, WA 98092 rui w/ /a kA Phonc & Fax (253) 939 -1373 / Beams /fleaders Mk. 62 p eso: ,Beams. arn. 81 Sean 22 ' C'anti%ver(s) Left Re. Est, am, /a /lo 7776 . a i a ' l i : Uniform F o r m : R o o f 2 1 F l o o r I I &)a// 8 ' Trran9 - /ar • Partta /: From To antfvrm 0 -- 17(z) / + (0 i - /o�)8(8) + //24 W LL= (25 t/5)(2) + 40(1) = isv, Ilan yt /ar aOL' au= Farb a / lo Point Loads @ 4:5 A: left end p 1.374 - k P AL = 3.6/ @ in /eft end Pot= Pa? P @ {r: /eft end POL {r. left end 4 @ pDL= p Bedrn /deader Se %Gt7on 6 x /37z 6-624F-V4- Job Name: SINGH RESIDENCE LOT 3 Beam Mrk: B2 6.75 x 13.5 Both ends pinned Dead Load = 124 psf Live Load = 83 psf OC Spacng = 1 ft CONCENTRATED LOADS: P - 1 1.374 GLU -LAM BEAM - DESIGN CRITERIA 6.245 kips 3.297 kips :< Span(ft)= 22 �� SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: LOAD NO. P -DL(k) P -LL(k) X(ft) 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D+L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 6.75 3.614 4.5 BEAM SIZE : 6.75 x 13.5 Bending stress: +M fb = 1537 psi for +M = 26.26 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 99 psi for V = 6.02 kips Dead Load Deflection = .385 in Live Load Deflection = .498 in L/ 530 D +L Load Deflection = .883 in = L/ 299 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2 psi • -r i DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE ? 38809 191 Avc SE l 3 46x.»' 5 /4flh St, Auburn, WA 98092 rut, //a WA Phone & Fax (253) 939 -1373 / ,Beanms/Weader: Alk.AL Descr Garage Poor Header - /6 ftt. a S /6.33' Cant/ %ver(s) Left Rt. Est. Bm. Wt IDidb : an r Form : Roof 3' F /oor.O way/ -B" Trranyular : Part/a /: 5' Fro / f/nibrm a) en: 17(3) + 16 = 63M DC W (25A/ /5)(3) = 65 Trianyu /ar Calk- Pareia t /7(S)= $5#/ u� = (254 10 q #/ re / 6.5' Point Loads P G� 4/ fi: /eft end PDtt 4" ' P 4.45 / fr: kit end {r. left end {r. /eit end Bern / /Leader Se /ecttbn 5/4 x 12 GL 24F - V4- Pc t.= Job Name: SINGH RESIDENCE LOT 3 Beam Mrk: B3 5.125 x 12 5.805 kips 2.617 kips 1 l< Span(ft)= 16.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 88 psf Live Load = 65 psf OC Spacng = 1 ft CONCENTRATED LOADS: P - 1 1.8 GLU -LAM BEAM - DESIGN CRITERIA LOAD NO. P -DL(k) P -LL(k) X(ft) 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 4.45 4 BEAM SIZE : 5.125 x 12 Bending stress: +M fb = 2154 psi for +M = 22.08 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 139 psi for V = 5.7 kips Dead Load Deflection - .226 in Live Load Deflection = .433 in = L/ 452 D +L Load Deflection - .659 in = L/ 297 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi • DENNEY ENGINEERING, INC. DATE 2/2106 PAGE 9 . 38809191 "AvcSB L 3 46X' S. /4dj% ,St, Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Tu / «' /a / WA Beams /Weeders Mk. B 4 Descr; Gargle Poor leader_ g'_ g" door Sean 9'' C'anti /ever(s) Left Rt. Est. Bm. IVC 15 7 7746. CUro'4A : do /form : Roof 3' Floor O Wee/ - 71-lar Partea /: from To anibrm lV 17(3) f- 15 = 4t6 # 1 < es = (25- /5 St Tianyu /sr a �LG Pa rely / wbt = Tint Loads P, @ 45 fr. /eft end p ot. = 1.8 A P a fr, kit end P a P fr. /eit end POL {r. left end Et @ Piz = Bea n /[feeder Se /ectton 54 x 10 6-L 24F -V 4- P 4. 454k pLL Job Name: SINGH RESIDENCE LOT 3 Beam Mrk: B4 5.125 x 10.5 3.715 kips ;< Span(ft)= 9 Both ends pinned et SUMMARY OF BEAM LOADS 3.715 kips >; UNIFORM LOAD OVER FULL SPAN: Dead Load = 66 psf Live Load = 65 psf OC Spacng = 1 ft CONCENTRATED LOADS: GLU -LAM BEAM - DESIGN CRITERIA LOAD NO. P -DL(k) P -LL(k) X(ft) P- 1 1.8 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): .b = 5.125 4.45 4.5 Bending stress: +M fb = for +M = -M fb = for -M = Shear stress: fv = for V = Dead Load Deflection = Live Load Deflection = D +L Load Deflection = Allowable bending stress: for +M: F'b = for -M: F'b /0 BEAM SIZE : 5.125 x 10.5 1961 psi 15.39 k -ft O psi O k -ft 101 psi 3.63 kips . 064 in . 142 in L/ 760 .206 in L/ 524 2400 psi = 2400 psi • DENNEY ENGINEERING, INC. DATE 2/2!06 PAGE 38809 191" Ave 0C L 3 4� XX 5. /49'j% St Auburn, WA 98092 ru_kwi/a kt) A Phone & Fax (253) 939 -1373 / Beams/Weeders Mk F15 Descr: Beam over Z7em Sean / 2 C'ar tik er(s) Left Rt. Est. An. W 16 7. I&d41i : an /form : woof / /'` f' .Ffoar 5' ZzJa// 1 le fivr oa /"_ Trran9u kr : Roof Partin /: /�' From 0 7 0 /2.5' UnA4rm Lk= 15'% Trianyu /sr [h alit= Part/' mi /704) . 1- 100.5) =3 /3 4 / w it= (251/4.15)04)= 14.form Pariah / L t= Bean,/h'edder Se /ection 5 %x9 G ✓4- ,t'k. /3 Descr. 15 earn o ve r emery Sean /1' C'antaver(s) Left cf . 'Est. am. 77.6. O&M: an /corm : Roof 2 Floor 2 .'5 / Wall 711a /ar : Roof Partial: tram To mot' / 7(2)4- /0 (Z.5)+ /./ F 7 # 1 'p (25//.'(5)(2) +40(2.5) =143' l Tianyu /ar wi alit beean /r7edder /ection 3-2x/0 HF42 Job Name: SINGH RESIDENCE LOT 3 Beam Mrk: B5 5.125 x 9 3.702 kips 3.702 kips :< >: Span(ft)= 12 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 313 psf Live Load = 304 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 9 Bending stress: +M fb = 1926 psi for +M = 11.11 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 108 psi for V = 3.33 kips Dead Load Deflection = .261 in Live Load Deflection = .253 in = L/ 568 D +L Load Deflection = .514 in = L/ 280 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Job Name: SINGH RESIDENCE LOT 3 Beam Mrk: B6 oft 4.5 x 7.5 1.172 kips 1.172 kips :< Span(ft)= 11 �� Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 70 psf Live Load = 143 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1075 2. Allowable Shear, psi: Fv = 150 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 4.5 /3 BEAM SIZE : 4.5 x 7.5 Bending stress: +M fb = 916 psi for +M = 3.22 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 47 psi for V = 1.05 kips Dead Load Deflection = .112 in Live Load Deflection = .229 in = L/ 576 D +L Load Deflection = .341 in = L/ 386 Allowable bending stress: for +M: F'b = 1075 psi for -M: F'b = 1075 psi 5' -2r 5' -54' M DDDR 3.,£ 3 G'8• ANTiM \\ / /S_ ! _ Nt ri K MCI WAY 3- 2'. ENTRM CE 35.78' 17W TU or 5 3_rii0_ _@ 3 -IY c 3 0 't r 8 10'-4' BAT . SNpREG V MARM DEN 5 '7 GiikatIF-V4 i C -6' W.I.C. I--- .8 x£ —.1 .y 7A4.Z I.-�— , L I SOUD CORE. TMBE3TRIr UTILI Y rstfr 9' -6' MAO NEEDS TO til •N3 I � I TE TJa. BEAMS in in in BEDROOM DENA SMOR[`•' ALARM TJ GARAGE 2% II zst2_GL 2fE ►!t I a' u b i2 3 ZeKja 2GL2s1F - -v 3 81-8' PROJ ECT ROSIDENCE AT LO T 3 46XX So. 1487% St. Tu_lcze p va, WA FOR ---: DENNEY ENGINEERING, INC. ' 38809 191 Avc SE 1 Auburn, WA 98092 Phone & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS 13Y (RD DATE 24/06 5 /oHu HOMES, INC. RECEIVED CITY OF TUKWILA MAY 2 3 2006 PERMIT CENTER Mire 110 " • DENNEY ENGINEERING, INC. DATE 22/06 PAGE 1 38809 191 Avc Z.07` 3 4 xx 5. /4 St, Auburn, WA 98092 7 14Mw/ls km Phone & Fax (253) 939 -1373 / Wind Force /fie feren ces : rsC 2003 and ,4SCE 7 -02 $ = 0.0025!0 K /4 j- k V A-5CE 7 -02 /_=g. 4-15 V- 85 mph Exp. 8 r= /.0 Kd= 0.S5 K _ !.00 (/Uo hell or esc 5 = 0. 002560<z)(1. oo)(a ?s)( 8s')2(1. o) /na K Determine k Fig. 4 -3 (See r. 2.) transverse frond geiyh t to mid- he&h t of roop slope or eave H = 26 / 14 .= 070 % •Lonylt"uch;96 IA/�h • d, I 0 nsf Height to .rive of rood 2G i I, IIf' i„! I i ■ 1 i I I I II I II 1 111 =: Z, Q cos ,C • 11 Height above ground level, z Exposure (Note 1) / j ' Case C D ft (m) Case 1 2 Cases 1 & 2 Cases 1 & 2 0 -15 (04.6) 0.70 , 0.57 0.85 1.03 20 (6.1) 0.70____ 0.62 0.90 1.08 C25 f (7.6) ( pig 0.94 1.12 30 (9.1) 0.70 0.70 0.98 1.16 40 (12.2) 0.76 0.76 1.04 1.22 50 (15.2) 0.81 0.81 4. 1.09 127 60 - (18) 0.85 0.85 1.13 1.31 70 (21.3) 0.89 0.89 1.17 1 1.34 80 (24.4) 0.93 0.93 1.21 1.38 90 (27.4) 0.96 0.96 1.24 .1.40 100 (30.5) 0.99 0.99 1.26 • 1.43 120 (36.6) 1.04. 1.04 1.31 1.48 140 (42.7) 1.09 1.09 1.36 1.52 160 (48.8) 1.13 1.13 1.39 1.55 180 (54.9) 1.17 1.17 1.43 1.58 200 (61.0) 1.20 1.20 1.46 1.61 250 (76.2) 1.28 1.28 1.53 1.68 300 (91.4) 1.35 1.35 1.59 1.73 350 (106.7) 1.41 1.41 1.64 1.78 400 (121.9) 1.47 1.47 1.69 1.82 450 (137.2) 1.52 1.52 1.73 1.86 500 (152.4) 1.56 1.56 1.77 1.89 Velocity Pressure Exposure Coefficients, Kb and IC Table 6-3 Notes: 1. Case 1: a. All components and cladding. b. Main wind force resisting system in low -rise buildings designed using Figure 6 -10. Case 2: a. All main wind force resisting systems in buildings except those in low -rise buildings designed using Figure 6 -10. b. All main wind force resisting systems in other structures. 2. The velocity pressure exposure coefficient K may be determined from the following formula: For 15 ft. 5 z 5 z 1 For z < 15 it. K 2.01 (z/t K, " 2.01 (15 /z Note: z shall not be taken less than 30 feet for Case 1 in exposure B. 3. a and z are tabulated in Table 6-2. 4. Linear interpolation for interniediate values of height z is acceptable. 5. Exposure categories are defined In 6.5.6. 2 Minimum Design Loads for Buildings and Other Structures 76 FROItJT ELEVATION 2 STUCCO is sy-IRFAGES 2JA 3 A =460sf e 0 0 x 'wa.&s m l2 00 0 0 00 GO 76 PEAR ELEV,4tlOrJ MARDI PUNK sac 12 5 TILL 11001 45 9 4' 10.5' TREAT C AS WALL -a 13' ), 5.5' 33' I n PIRO RAW SONG 5'4' L EFT ELEv,4T1OsV (REVERSED) I0.5 X 4. 5' 43' 5' 5' 9' 10 ' APPROX . MEAN HT OF ROOF 24' 1' 4` 7 ` 4 5' t3' 1 1' RICH r ELEVATIOW (Revalue &) ' DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE 38809191 " Ave SE to 3 46xx 5. /4tth St, Phone & Fax (253) 939 -1373 774.kw' /a / WA Auburn, WA 98092 Wind Force Pei:: 173C -2003 end ,4SCE 7 -02 Low -lime atti loik per ASCE 7 -02 Sect. 4.5. /2.2.2 u/�hd Pressure (MGUFRS - Method 2) p ° sAUGept) - (GCpi )1 'V = 85 rnph Exp. B transverse PV/14.o Roo(4 0 = 33.7 Red. Fiq. 6 -10 Surface 6C/,; 1 0.56 2 0. 2/ 3 -0.43 4- Lornyifudinal GW/ivld Rom° 6 = ( 33.7° Ref: Ft9. 640 5w -fece Ge 40.54 2 0.21 3 -0.e 4 -0.37 6C _ ±o. /8 FIT co- ('ont'd) Roof Angle 0' (deg) Building Surface 1 2 3 4 5 6 tE • 2E 3E 4E 0 -5 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 20 0.53 -0.69 -0.48 -0.43 -0.45 -0.45 0.80 -1.07 -0.69 -0.64 r k 30-45 0.56 0.21 -0.43 -0.37) -0.45 •0.45 0.69 0.27 -0.53 -0.48 90 0.56 0.56 -0.37 -037 -0.45 -0.45 0.69 0.69 -0.48 -0.48 • Main Wind Force Resisting System - Method 2 Figure 6-10 (coned) I External Pressure Coefficients, Oct Enclosed, Partially Enclosed Buildings h560ft. Low -rise Walls & Roofs Notes: i . Plus and minus signs.signifv pressure acting toward and away from the surfaces, respectively. 2. For values of 0 other than thoSe shown, linear interpolation is permitted. 3. The building must be designed for all wind directions using the 8 loading patterns shown.. The Toad patterns are applied to each building corner in turn ac the Reference Comer. 4. Combinations of external and internal pressures (see Figure 6 -5) shall be evaluated as required to obtain the most severe loadings. 5. For the torsional load cases shown below, the pressures in zones designated with a "T" (IT, 2T, 31, 41) shall be 25% of the full design wind pressures (zones 1, 3, 3 4). Exception: One story buildings with h less than or equal to 30 I (9.1 m), buildings two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the torsional load cases. Torsional loading shall apply to all eight basic load patterns using the figures below applied at each reference corner. 6. Except for moment- resisting frames, the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. 7. For the design of the MWFRS providing lateral resistance in a direction parallel to a ridge lint or for flat roofs, use 0 - 0° and locate the zone 2/3 boundary at the mid- length of the building. 8. The roof pressure coefficient GC,f, when negative in Zone 2, shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimension of the building parallel to•the direction of the MWFRS being designed or 2.51., whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient Ca/ for Zone 3. 9. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not Icss than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height in feet (meters), except that eave height shall be used for 0 5 10 °. 0: Angle of plane of roof from horizontal, in degrees. , • Vii; 1 si. %Oil Transverse Direction Longitudinal Direction Torsional Load Cases 56 ASCE 7-02 • • DENNEY ENGINEERING, INC. 38809 I91" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 2/2/06 PAGE tor 3 46xx 5. /4tfl, St, 7"u.kwi/a kVA Mild Forces Roof Dph rayrn Level Tra•nsver'se M;16 cn 5- ont6 /evetron Roof: F l /.o(0.2/)�352Jt 11.o (0.41 5ro•f.lS 7f l$�. Wa 1 /: ,5 = H:0(o.74)L °o (4- S)1 +I1. 55)Roo(4.5) 111.0 (0.7¢)1 Transverse Wind on Rear Elevation Roof: 0.0(o.2446014 = 272 Wall: F. = / 1. OD( o.74)1400(¢.5)J7L//.0(0.55)[t0(4 5)3 # +16.0(0.55)1104] _ X7S 10703 Wi nd on front elevation controls eransverse wrnd@ roof F = 7182 Upper Floor 04h ragm Level` (.Suninzerd `9'roof) Transverse on Front Elevation Fr = 7/FO 1 140(0.74 +67(5)1 + 1 L 00(0.55140(1 (5)145;765 8585 Transverse Wino/ on Rear Elevation F = 4703 +11.0(0.74)£ 107(4; 5 f - 5)1 - 8 1 . 0 (0.55)[1,7(45.1- 5)J = /5,735 `/032' wind oh rear elevation controls /J^ansverse wino @ upper foot F 15, (ago (Con t'd = 2770 4192 7/82* DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & fax (253) 939 -1373 DATE 2 /206 PAGE Lot 3 4?xx 5. /4tth St, ru_kwi /a WA 'W!✓!CY Force (coned) Roof Diaphragm Level Longi tud'; a / Wt ;d on Me E /e.vation Roof:. F = ltoo(041)15e2] - f / too (o.43)[433] - 2f¢ Wall: fc = 11.0 (0.74-)(5 - 34.48 (0330 # Longitudial Wind en Le(t Elevation Roof: 5 11.o(0.2443 = 24 Wall F =1 /.0(0.74)I54(¢ s)] + It 0(0.5:6)[54( 5)] = 3443 # . 5920# Vivid on RiqAt dlevatoln conz`rnls longitud na/ C& roof F= 633o Upper Floor iDiaAheagrn Level Lonyntudina/ Mid on Rt4At Elevatiern F 6.330 -t i/.O (0.74)[S'4(ex's )Jf //so (0.53)[54(4.5.5)] _ /3, logo # 72ffo Longituo w/ kthlizondelt Elevation 5920 1-lY.:o(o.74)[5 {5/ / /.o(0,55)[PO :C*s)]= 4200 (Same t Wind on /ette%vatz an Controls longieudrna/ at upper Roor ft.= /3,410t • DENNEY ENGINEERING, INC. DATE 2 /2 /06 PAGE 1 / 38809 191" Avc SE Lot 3 46xx 5. /4t1% Auburn, WA 98092 7- �/ <W //d WA Phonc & Fax (253) 939 -1373 l Selsrnrc Farce - A /lowa6/e Stress besign Ref: me 2oo3 Sect. /6o5.3., ,45CE 7 -02 Sect, 2. 4A l Mapped Spo_ctral ecce%reto;'J S /.50 Fig. /615.1 S &..5 Site Class D _ /.O° 7a6 /e 1415.1. 2 (1) SMS = (400)(140) = 1.50 Es. 16-38 SAs = 2 13 5 N1s = l (1.50) =1.00 E$, 16 -40 else /456'6 7 64llowed 6y IBC Sect. 1614-.1 Exception 1) Seismic testgn Category p (/4scE7 Ta6/e ?4.2.1a) Seismic 23ase Shear rA -SCE 7 -02 I/ =C (E$.9.5.5.2.l) Cs= Sts T =1.00 R= 6 E$. 75.52.1 -1 RI C = 0.167 (0)( Load Com6r•.Iat,On # 5 per ASCE . 7- 02 Sect, 2,4 1 D + 0.7E • 'V= 0.7(0./47)W = 0. /l7W Dego Loads. A reas 28'80 sf Pad Roof _ le psi' /907 sf s..er - t afis Walls 1 psi • /85f sf • re p' /oar loo ps,c 2590 sf tonr 190$ sf /I'/8 /n story exterior walls 1152 5C blue/ 0 r u DENNEY ENGINEERING, INC. DATE 2 /2/O$ PAGE /a 38809 191" Avc SE L 3 46 xx 5. / St, Auburn, WA 98092 TU /<wila WA Phonc & Fax (253) 939 -1373 / S et3.rntc Forces Roof br41 Leve/ Transverse a KS Lo n /Setsmtc 0./17[2580 (18) -F 09082 1854- )(10)J = S265 Se m,n con trols fah$ ✓.I long;t, at roof; F= 821x5' Lipper Floor ttapi4rar Leve! Transd, q Lohgit. Se /.tnt#c F $245fD.t1700) 1 2 090g 2590 90 F J //52y_.. 15,291 ! l';20/ confrols frahs✓. at tipper Floor F= /5,765 Setsrnic Controls longrt, at .upper floor F= /5 2% UPPE/t- sroAr S4'54A WALL n &sfGA/ATion/s 5 Hot P &MJ /S (}s UPPER STORY g11EAR WALLS DESIGNATION CD Loc Left e ed. CUmULA LEf.1GTHs 5 5' =10 St-HEARS WON°: - zr 1 152 / . /0 SEisMlc : - v= 4753 _ 1754tX DENNEY ENGINEERING, INC. DATE 2/2/46 PAGE /y 38809 191 Avc SE L 3 44 XX 5. 1 �f 9y4 9t, Auburn, WA 98092 rwlhwild kVA Phone & Fax (253) 939 -1373 / WIND FORCE Ft. • $ 0446 =1523 6EISMic r-oRCe = 82105( _ 1753 SHEATH SHEAR WALL 'T 15 32 CDX FiYWD oR N 056 ONE FACE BLOCKED, 'V Sa NAILS AT 4" O. C.' OR_ /5 GA. x /W STAPLES AT 4" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2 o.c.. IN FIELD OF PANEL. OVERTURNING Mot = /75 WO) = bL = 2/3 El8(S)(3) f /O (5)00= q80 /JET UPLIFT = 7875 `l2© - - 1335' 5 . N 5 Use SiMP9oN LSTA3O SVRAP 71E. EACH 51DE of SNEAR PANEL W7 21 /40d NAILS IN TRIM 5TUO5 AeovE AND BC-.LoW FLoOE AND i■ R(M dome (22 -101 TOTAL) DENNEY EN INC. DATE 2�2��&O PAGE /5 ' 38809 19 1" Avc SC y 3 ¢{� xx $ 4f 4 St, Auburn, WA 98092 7Lei ,i '/d WA Phonc & Fax (253) 939 -1373 / up STORY SHEAR WALLS DESIGNATION 0 LocAttow Ce h ter CUMULATIVE LENGTFls 1/•s /0' SHEARS" WIND 25S7 /0 SEISMIC: - V= 2943 /0 WIND FORCE P= 7/g2 (23.5406) = 2537 seismic FoRCE _ $ 2l05( ) TRID. warm = 23.5' 294 Ve - 299/ 5 N 2- SHEATH i SWEAR WALL u% (32 " CDX PLYWD OR 7 BLOCKED, '"J gel NAILS Ar 4 " O.C.' Oft /5 AT 3 O.C. AT PANEL EDGES AND WALL -PIER /2" O.C. IN FIELD OF PANEL. oss OME FACE, GA. x / STAPLES BOUIJDAIZIES, AND' OVERTURNING #.I Mar = 2 94/(/ 0 )(9) = 2&0,4 bL = z/308'00)601-6000)(g)3 /0/3* Oar UPLIFT = . 26,4&00 • / 23 - 2/394 /0 . N 4 Lf SE SIMPSON M5TA36) STRAP TIE EACH SIDE. OF SHEAR fAMEL W7_240 -041 WA1L5 IN''GRIM 5T1105 ABOVE AND BELOW FLOOR AND INJ RIM Join (2s - 10d TOTAL) DENNEY ENGINEERING, INC. DATE 2/2/0th PAGE go 38809191 L 3 4 ,xx 1 /4Z% St. Auburn, WA 98092 r WA Phonc & Fax (253) 939 -1373 / UPPER StORY SHEAR WALLS WIND FORGE Fr 7132(/3/66) = lgS9'# PE5IGNATION © SEISMIC FORCE = 32&5(/8'/(06) =2254 Loca.rloti Right ekv.. CUM ULA-rrsJ L1= NG11IS 1/ SNEAKS' WIND: - v - = 195'9 -1 ?8 4' SEtsMlc : "V'= .2 254 ,1/ -z es N 3 5HEATI4 SHEAR WALL ` " 7 /32 CDX FLYWD OR 7 49 u BLOCKED 3d NAILS AT 6" O.C.' OR /5 AT 4" O.C. AT PANEL EDGES AND WALL -PIE{ 12 O.C. lIJ FIELD OF PANEL. O V E.RTURNING ! l M = 2050/. = 20, 295 bL = 1/4D grit 0')( /1).0)(9)3=792 /JET UPLIFT = 24295 792 • 1H9# // • 2 OSB 0A2 E'AGe GA. x /W STAPLES BOUNDARIES, AND N 6 1.15E 51M'PSoN MSTA36 577AP TIE. EACH SIDE or SHEAR PAI•EL W/ 26-/O0/ (JAILS INL1T IM 5TU05 AEcuE ANt2 BtLOW FLOOR ANC IN R IM JOl5T (26-/Od 1VTAL) 1 • DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 l3' N SHEATH .SWEAR WALL `"I 42 CDX (I.YWD OR 3/44 : BLOCKED, w / 8d NA-ILS Air lo O.C. ' OR /5 AT 4Y O. C. AT PANEL EDGES AkID WALL —PIER /2 o. d. IN FI! LCD OE PANEL. DATE 272/06 PAGE Lot 3 44xx 5. 14W4 St, ru. / <wi /a WA Wwd FORCE. F= - 712-0044)- - r. /0$$' SEISMIC FORCE= 726600/60=1252* Ilea& SroRY SHEAR WALLS D8sIGNAttON QD LocAttem. Riyht e %d. CuM ULATCV LEA1GTIs . /444' +7lb 130' SN 4RS WINO: 'U / - 31'Ot, 30 SEISMIC : it= • /252 _ 4 30 050 ONE 1=ACE GA. X 11/2 STAPLES 13&UUDARIE5, AND O V aRTURNINIG 1 Mor _ .,1 (6)(9)".2.26$ 22(08 I2L = . 2 /3EI80,)(e/2:i +10(10 0)3 -449# . ?Jar UPLIFT = 224 6,4.8 -- !30 5 2 • No ho.ldoums re$ plywood 1 o tt - ©m edge n&; /thy and. so %p/ate naW 4iy is swerkrent. ' r i DENNEYENGINEERING,INC. DATE 2/2/0A PAGE N 38809 191"Avc SE Apr 3 'k0xx 5. I4ttAA St, Auburn, WA 98092 rkkiiri/ad GUA Phone & Fax (253) 939 -1373 / UPPER STORY SHEAR WALLS DESIGNATION O LocArto1J Fr ront tht' CUMULATIVE LENGTHS 6 ' SHEARS' WIND: - Ir- SEisMrc : - t!'= /2 4 — /SS #( J SHEATH 51-IEAR WALL ' 7 1 /2 CDX F.YWD OR 411 BLOCKED, f �L MILS AT 611 O.C. ' OR /5 AT ea O.C. AT PANEL EDGES AND WALL -PIED. BOUNDARIES, AND /2" O.C. IN FIELD OE PANEL. 0 NING M /53(4-)(9)= 5580 D = 2 /3/8(¢)( /z)*/ 6(9)(9).7 = 380L tar UPLIFT = 5570 • d - * /203 N rP use SiMPSON MSTA.340 SmAP TIE EACH SIDE OF 51 1EAR PANEL Wf 24 MAILS IN'tRIM STUDS MOVE AMP SGLOW FLOOR AND IN RIM JOIST (26 -0C/ TOTAL) WIND FORCE F 330(75150 = q50 SEISMIC FORCE = 8205(7.5/50)=124 0# 05S ONE FACE, GA. x /1/2" a STAPLES • DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 UPPER SroRY SWEAR WALLS DESIGNATION O LOCA'CION wont elev. CUMULATIVE LENGTHS 31 "' SNEAKS IA/two: -u 24145 - 34/ !, 7 SEISMIC: v - 7 WING FORCE. r - - = 63300 7/50 a SEISMIC FoRCC = F2.65 (/9750) =31 ¥f0 N 4 SHEATH 5HEAR WALL t l32 CDX MYW Io OR 14 BLOCKED, V to' , NA-ILS AT . S O.C.• OR ^' AT A s O.C. AT PANEL EDGES AND WALL -PIER 12" O.C. IN FIELD OF PANEL. DATE 2/2/06 PAGE Lot 3 46x.w 5. / ientt St. Tukwi /a WA 058 ONE PACE, GA. x ^' STAPLES BOUNDARIES, AND OVERTURNING Mar c 4 D),( ). = (2,123 # Pt- ^ 2 /3D80.9)(104) 4.7,00- 0J0 =S:fO Oar UPLIFT = .144 _ -- 3771 • �: D 2 W 7. USE SIMPSON 5762360 STAAP TIE EACH SIDE. OP SWEAR PANEL w7 40 - /4S WAIL -S IN'` 'two STUDS ABOJ AND BCLOW FLOOR AND IN !OM 40 (SD (40- /&/ -roTAL) ---- ' DENNEYENGINEERING,INC. DAT 2/2/0 PAGE 38809 191 "Avc SE tor 3 46 xx 5. /4gy4 %t, Auburn, WA 98092 rte/ <plil� wA Phonc & Fax (253)939 -1373 I UPPER STORY SWEAR WALLS DESIGNATION O WIND FORCE F. 6330 (17150) = 2152. SEISMIC FORCE _ :865(17/5 0)=21 to Loam See p471? CUMULATIVE Lt= NG - n-1 5 /3.5 + /5 = 28. 5'' SN 4Rs WIN - v -= 2// _710t 2 IL 5 SEt5Mlc : - Ir= 2870 - `l9 it/ 28'.:5 SHEATH SHEAR WALL t 15 42 4 CDX FLYWD OR W BLOCKED, '7 se/ AILS AT eo O.C.' OR 15 AT ea" O.C. AT PANEL EDGES AND WALL -PIER /2" O.C. IN FIELD OF PANEL. 050 ONE FACE GA. x / 1 /2 " STAPLES bbUNDARIEs, AND' OVERTURNING M = 19'(I3.5)(7) ozO bL = 2 /3(!8(9.5)(!,3.5) /+/2('9)Q3. 2672' # • Kier UPLIFT = 12,029 • 251.2 -. /3.5 2 . �o ho /c/puhos rejd .565 Ale nee up /i Ct DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax(253)939-I373 UPPER STORY SWEAR WALLS P8SIGNATION 0 LOCA'i Rear ele% CUMULATIVE LENGTHS /5 14 2q/ SHEARS WIND: tl"- .S6 _ /7 it/ 2 9 SEISMIC: V' 66 l _23 29 DATE 2/2/06 Lot 3 4,xx S. t4tM St, ra-kwla, WA WIND FORCE P= 6336 (4 /6 = .5o4 ,' s6IsMIc mace. = 82650/50) _ !o!o/' 55// /1 /) N 1 SHEATH SEAR WALL �'Y X 42 CDX FLYWD OR Y/6 BLOCKED, ' SO 1441LS AT . 6 11 O.C. ' OR /S" AT O O.C. AT PANEL EDGES ANID WALL -PIER 12" O.C. IN FIELD OF PANEL. 01) SATURN!NG M Z304)0 =2 198 bL = Z /3D3041f l0(9)(40. = db0 tar UPLIFT 28 8_ ia o _273* lVo en et up /Ice - /4- 2. No h o 1do -urri s re2'd PAGE a1 055 OA/E r'Ac GA. X 1 STAPLES 13bU1JDARIES, AND' cm) AWL N7A/i1/4/ STOR SHEAR WAL 4' m OeS /6n/A770 NS 5" HOLDO%VA/S n ` SIMP,SON HPAHD22 S,MP50dl EfPAND22. l�J OFFSET NOT SHOWN /MPSON HPA//022 $lMPSQAI -mss HPAND22 St ropso ✓ PITS 30 Th+isr STAthP EACH 51D5 7ti BEAM a 4 POST % 4 S /MPSdjt/ PA //D¢2 ( S /MPSOMM PAND42 DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE 38809 191" Avc SE Lop 3 4( xX 5 i4t St. Auburn, WA 98092 7Gl.l<6rli/d WA Phonc & Fax (253) 9394373 Mgt_A STORY SHEAR WALLS DESIGNATION O LOcAtt0N L eft 844 CUMUL ATIVE LENGTH 11- 48/ SHEAF s WIN : 'i! = 3 O& ,¢t. G7 5E1SAMC: v 80/ - 72 :4' �! 47 WIND FORCE F= • 15, e50(13 =3088 SEISMIC FORCe = /6;290_03146)=3012 N I SHEATH SHEAR WALL toi !$ 2 CDX PLYWD OR 1 AVE FAcE BLOCKED v 7 ?d NAILS AT (4 O.C.' OR /5 GA. X / t/ 2 n STAPLES AT /7 O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2 O.C. IN FIELD OF PANEL O M = 74(4 67)06)=.346'36: DL = 2/30915)60..67)+ /06:71.67)09)* l0(4!_47��O,G7)7= 79( DIET UPLIFT = 30.A'3.o 7?6 _ 3242 too nee uplt{t ¢l. G7 2 - ' �o holdoums resW f — I , DENNEY ENGINEERING, INC. 38809 191TM Mc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 MAIN sroRY SWEAR WALLS DESIGNATION (Di Loc. Atlow. See plan CUMULATIVE LSIGn(5 IC AL 13 2~3 SHEARS' WIN o : 'tl"- .7.2,8.3 _ 3g.3#W SaISMIC : V'= •7656' — 3 . 32 #/ 2.3 n � N 2 SHEATH SHEAR WALL /6 /3Z CDX FLYWD OR %6 BLOCKED, w J Bd t � N�ILs AT 4 O.C. ' OR /5 AT 3" O.C. AT PANEL EDGES AIJD WALL -PIER /2" O.C. IN FIELD 05 PANEL. DATE 2/2/0( PAGE 4_ Lot 3 46xx 5. tefft4 St, 774-kwi/a WA WIND FORCE F= /5,.7(i (33-/G(o) = 7$83 # GEISMIC FORCI= _ 16290( 46)= 7601 TR16. U117T74 = 05& OBE PACS ten. x !Y2 STAPLES BOUNDARIES, AND O v aaruRNING More 343(23)O0),7811.Fl90#1 # Pc = 2/ fl0 (23.0)(/9)-f�lo(�3.0)0.33/a)J .4/20 ?JET UPLIFT = . 78, . 890 412o _ 1370* 2 - 3 2. N I USE SIMPSON /4PAHD7-2. ST7iAP T15. EACH SIDE or SWEAR PANEL W7 23 -led MAILS 1111BIM STUDS ASCXE AND mao.o FLOOR AND IN RIM JOIST (2346d TOTAL) 1 DENNEYENGINEERING,INC. DATE 2/2/06 PA j I 38809 191" Avc SC Lo 3 4(pxx S. l �if 5 t, Auburn, WA 98092 y «r!i /o� x Phonc & Fax (253) 939 -1373 / MAW sraRY SWEAR WALLS WIND FORCE. F_ 15 2717 DESIGNATION SEISMIC FORCE _ /S, 290(11.5/1b&)= 2b6'%' LacAtiola. Right deg CUMULAvv LENGTH5 5 + !/ / 1 22 33f' SH WINO: V t 2747• _ q2 V, 33 .SEISMIC : v'=. • 266'/ - 704/ 3 8 �5 / �� SHEATH SHEAR WALL 7 n- CDX RAID OR 7 /`d 058 ONE fiACS BLOCKED w I SSOI NAILS AT n O.C.' OR 15 GA. x Wa STAPLES AT 4 O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" o.e., IN FIELD OF PANEL. OVERTURNING I Mot , ?2 (5X/0)=3606 DL = 2/3 E .(5)(V2-). t1 l0( 3/2)] = 890 0E1" UPLIFT ' 2,7zip 2. .5 q LSE SIMP5oN PMNA42- SMAP TIE EACH SIDE of SHEAR PANEL W/ I/D-(lod 1UAILS 1N'`tRIM STUDS ASwE AND BELOW FLOOR AND IN RIM 40(5T ( /6- TOTAL) DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE a6 ' Avc Lot 3 46xx S. /4W4 St, Auburn, WA 98092 ThJ w 11 WA Phonc & Fax (253) 939 -1373 / MAIM STORY SHEAR WALLS DESIGNATION O LOCAt'1oW, See p /an CUMULA L>=J rHs . 3143 1 -F 1 2 ( 47 1 =25 i SNEAKS' WIND +355 _/7444 25 5EIS AMC : itt 4892 _176 25 `' //„ 7 � N SHEATH SHEAR WALL t 15 132 CDX ?t.YWD OR _ _ BLOCKED wil NAILS AT � " o.c; OR 75 AT At 0.C. AT PANEL EDGES AIJD WALL -PIER /2" O.Q. IN FIELD OF PANEL. O M ./g6(3)00) I 5 PL v. (neglect) 0E7' UI LIF r /900 WIND FORCE. r= )3 4355 seismic roRct _ /5,294 4 055 0 �lE FACE GA. x tVezu STAPLES BbUIJDARIES, AND NI 3 . USE SIMPSON RPA Pon. 571AP T1f= EACH SIDE of SMEAR PANEL W7 2 1J1AIL5 IN'`IRIM STUDS ABdaE AND BLLOW FLOOR AND In) RIM JO151 (2346d 'TOTAL) DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 MAIN stoRY SHEAR WALLS DESIGNATION OM LocAttow Sege flan CUMULATrVE LbJ&rH5 /9/4 /gC34' SNAPS' WIND: -i/"c 421? - 12io1 34 SEISMIC: - u - t '/74 - 139 34 I ` N I SHEATH SHEAR WALL N% 15 �2 COX (t.YWO OR n 055 Q&/8 FACE BLOCKED v, 30 NAILS AT /pa 0. C: OR /5 GA. x /€4" STAPLES AT oti O.C. AT PANEL EDGES AND WALL -PIER BbUUDARIES, NW' /2" O.C. IN FIELD OF PANEL. b V EtztURNIUG Mor /3905)6D) -20, $50 Pt. - . (n eglec.fr) Oat UPLIFT = 24` O L /S DATE 2/2/06 PAGE .47 Got 3 4l,xx 5. /4�tG, St, Mica/ i/a W A wimp +=once r-= i3 /JO0 & S/50) SEISMIC FORCC = S 21005.6/50) 7 - - #74/0 t Use SIMfloN HPANn SWAP Tit EACH SIDE of SMEAR PANEL W7 23 -Mud !JAILS (N'TRIM STUDS AC,avE At BtxLOW FLOOR AND IN RIM JOIST (23 -JSS TOTAL) . - DENNEY ENGINEERING, INC. 38809 191` Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 MAID STORY SHEAR WALLS (DESIGNATION 0 LocAttoi4 Rear'.e%✓, CUMULATIVE LENGTHS 5.5' #4:5' 7' 4 = 24' SHEARS' WIND: `1! a 1905 _ 791 24 5EIstic: - V'- 2140 _89/ 24 N 1 SHEATH SHEAR WALL T 16 /32 ' CDX FLYWD OR 34" BLOCKED w1 84•, NAILS AT 6 O.C. • OR 15 AT 1/ O.C. AT PANEL EDC ES AIJD WALL - PIER 12 O.C. IN FIELD OF PANEL. DATE 2 /2/06 PAGE OS Got 3 44xx 5.14f4t St, ru.Awila W WIND roRCe r- /34/d (7/50)-,19(35 SEIsMIc FORCE = 15; 296(7/5) 2/ 05B OHE FACE GA. X 11/2" STAPLES S6WJDARIEs, NW 0v • m i= 809(7)06)=6236 # tn.?. ?/3 1.e0)(24) -oil ),(NA)- Hol7)ll9) ti0(7)04 /z)] /405 • ?JET UPLIFT � O _ "1 O$ /er (m� ii'na /) No holdouvs reg'el ' DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 A•rres4or &olts fir: Shear Na //s V 2 « c//arneter 'Shear capacity in 2x mac/sill = '/l # 4 »a Ca nq 5 = 81,I x Iota/ wall kWh* cgro5$ shear• force �k /n c luchnq lengths talc er win c%ws Shear 0k// r 5= (32.) 8.410r 3 5= gi/(30) Ffil 5= 911 (25) 2702 s— ill 00Y 5 ! 1 2 In 1 7 1 3 s. Fil(23) 21 f2 DATE 2/2106 Lot 3 46xx 5.141,% St, rZckw / /a� WA = 3_!d` = 7.4z' — 8.70' , t/se. 4'-0 c. c. o . c. oc PAGE -9 N 1 0 N11 NW Use *' 0 o c 1110 N10 Use `l. 0 0c. N10 Us 3' O Use 4c0 Use 4 -<-0 o DENNEY NEINGER DATE 2 /2 /O AG E 30 38809 ENGI 191° Avc SE , INC. to t 3 4 , xx 5 /4s> P it!'. Auburn, WA 98092 • Phone & Fax (253) 939 -1373 7�G[ / <Lrl' /o'' • w'4 N /' 'INSTALL 12 DIA. x /0 ANCHOR BOLTS w/ 7 (, MINIMUM EMBEDMENT AT 4 1- ' 6" MAXIMUM O.C. INSTALL WITH SIMPSON BP 1 2 - DEARING PLATE WASHER. WASHER DIMENSIONS 2" x 2" X VG" N // 'INSTALL ' A- LL DIA. x 1 0�� AI.ICI -IOR L30LTS w/ 7 b MINIMUM EMBEDMENT AT ? MAXIMUM O.C. INSTALL WITH SIMPSON BP ` DE-ARING fl PLATE WASHER. WASHER DIMENSLONS 2 x -2" x 346'. DENNEY ENGINEERING, INC. DATE 2/2/0( PAGE 3/ j 38809191" Avc SE L 3 46x0 5. I4frh St. Auburn, WA 98092 lzzJkwi/a WA Phone & Fax (253) 939 -1373 R001 Deaptirert - Upper 7ansver�re .5Aear = ''770 /2 x fl 50 ' Lon9(tudfla7scar = 000os'0 /2 a 5 5-00 Use 6 F tJ !2 ROOF DIAPHRAGM USE I %Z"CDX PW OR 056, UNSLOU<Eb, IT 3d HAILS AT Co.' O. G. OR 15 GA. x IVZ STAPLES AT r'o' O.C. AT PANEL CDGTS AND DIAPURA SOUNOAR(E5 ACID 12 O.C. IN FIELD. fj D ENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 22/06 PAGE Lot 3 46xxS./itz%St, iikkw WA Floor .Uta rag rn T snsverse /// /hd F 15 Longo; d'u.dihdI Wino/ Ft= Ft = /5; 290 /i r 7645 Max/ nar,.r IP= 795 = 14F # 7 Use shearvgtues 743r Is Zn u Structural/ p/ywood rnaltip /red (by' o. 92 for u,se wiz% Grodup 3 wood jO'Sts: (NeM - Fir). List W nti `6 cpx plywood `7/od nails az` "ac. @ /edges Sheer a / /owa6le per 119e -97 r6le 23- 12- N= 320(92)= 2Ca? G /LLB° Capac;ey of 1241' 4-00i y /cc =50psi, cc/ /a, bead 5"art°ao 44." 11se. 0)- Y¢" beads c pare/ edges. WIWI% = 167.5)--V. thearcapauzy = 5o (l:5)Gi) 900 rota . / capgei y of y /ue ? molar:" = 7007 /162*/, //62 >> 14 Oi< N 13 PLoOR. IJIAPURPA tyl U51: 3 /9 9 ,1 - 4G litYWDOD, .UMBLocKED, Trod NA(L5 e est o.c. AT PANEL ab6ES ! AN0 10" O.C. IN FIELD. GLUE WITH DAP4000 GLUE= WITH 0)-A- CIA. BEADS Ar PANEL EDGES AND (I) -14 DM. x•12" 8EAt AT 24" O. C. I1J FIELD. 05 -07 -2007 GURDIP SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No.1)06 -190 4618 8148 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 and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06 /27/2007 , 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, Je r Marshall, Permit Technician xc: Permit File No. D06 -190 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southeenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 June 12, 2006 Gary Singh 4224 S 148 St Tukwila WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -190 Singh Residence — 4618 S 148 St, Lot 3 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 Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached 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. If you have any questions, please contact me at (206) 433 -7165. encl File No. D06 -190 City of Tukwila Steven M, Mullet, Mayor Department of Community Development Steve Lancaster, Director P:Ueonifer\Correction Letters \20060D06 -190 Conection Lir #I.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 Building Division Review Memo Date: Project Name: Permit #: Plan Review: June 2, 2006 Singh Residence, Lot 3 D06 -190 Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A 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. 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 structural engineers calculations for the roof loads are calculated for composition roofing. The plans specify installing a day tile roof. Revise engineering calculations and plan specifications to show building seismic loads and roof loads will accommodate the additional loads for day tile roof or revise plan to show installing composition roofing. 2 Provide specifications with details that identify beam to beam and beam to wall connections for the garage beams and door headers. Details shall indicate type of fasteners required for the connections and method for fastener connection. 3 Show laundry room with a ventilation fan. (2004 WSVIAC 302.2.1) 4 Some smoke alarms are shown away from the immediate location of the bedrooms. Show smoke alarms installed in the immediate vicinity of the bedrooms to meet code. (R313.1) 5 Site plans shall show topographical contour lines Oat slopes) typically in 2 -foot lifts. Revise site plan to show topographical lines. In addition, on the site plan, provide a cross section elevation to show footing drains will have adequate slope to the road from the indicated footing -drain well. Show the indicated over flow termination point is below the level of the footing drain at the foundation footing. The intent is to ensure the water will not back up into the crawlspace. 6 On the site plan identify the street by its name or number rather the name "Road ". (Sample residential site plan endosed) 7 Page (6) Section A is showing some inconsistency in the notes for type of floor joist framing and also specifies incorrect wall insulation. Show correct size of floor, wall and ceiling insulation that meets current 2004 WSEC code. In addition as indicated in item (1) above, the specified type of roofing shall be consistent with the engineered specifications. 8 Identify location of crawlspace access. Show access size that meets code. (R408.3) Should there be questions conceming the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. May 30, 2006 Gurdip Singh 4224 S 148 St Tukwila WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -190 Singh Residence — 46xx S 148 St, Lot 3 Dear Mr. Singh: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 23, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Fire Department: Planning Department: Please address the following comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made hi person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: Permit D06 -190 P:Vennifer\Incomplete Letters \2006\D06 -190 Incomplete Ltr #I.DOC jem City of Tukwila Steven Al. Mullet, Mayor Department of Community Development Steve Lancaster, Director Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Man Metzler, at 206 575 -4404, if you have any questions concerning the attached comments. Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Determination of Completeness Memo Date: May 25, 2006 Project Name: Sing Residence Lot #3 Permit #: D06 -190 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 All plan sheets shall be of the same size and in an orderly sequence. Revise plan set to be neat, in order and where all sheets are the same size. (IRC Section 106) 2 Number all sheets to be in correct sequence. 3 Provide a plan cover sheet complete with a plan set INDEX. 4 The front garage brace-wall lateral restraint panels (LRP) shall require an engineered design that meets current code. Show engineered design with calculations. Engineered design for the garage LRP's shall be shown on the plans. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. Project Name: Singh Residence 46:oc S 148 St Permit File No.: 006 -190 Date: May 26, 2006 FIRE DEPARTMENT REVIEW COMMENTS Reviewer: Al Metzler, Fire Prevention (206)575 -4407 1. Provide current Water Availability Form from King County Water District #125. DATE: CONTACT: RE: ADDRESS: May 25, 2006 Gary Singh D06 -190 40xx S 148 St, Lot 3 PLANNING DIVISION COMMENTS Planning Division of DCD has reviewed the revision submitted. Planning staff has the following comments: 1. Provide an index on the cover sheet that delineates all drawings in the plan set. ACTIVITY NUMBER: D06 -190 DATE: 06 -12 -06 PROJECT NAME: SINGH RESIDENCE, LOT 3 SITE ADDRESS: 4618 S 148 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: B i ng Division Public Works JERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Incomplete ❑ Structural Review Required Approved with Conditions ❑ Permit Coordinator DUE DATE: 06 -13-06 Not Applicable ❑ No further Review Required DATE: DATE: Planning Division DUE DATE: 07 -11 -06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -190 DATE: 05 -31 -06 PROJECT NAME: SINGH RESIDENCE, LOT 3 SITE ADDRESS: 46XX S 148 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: u ing Division PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY, Fire P n P c Works Structural Y bli Ifl Itt to-F20 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete ❑ DATE: DATE: de 64% Planning Division Permit Coordinator E DUE DATE: 06-01-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required E DUE DATE: 06 -29 -06 Approved with Conditions❑ Not Approved (attach comments) C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg .4 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc T �✓ T � - 2 -2802 ACTIVITY NUMBER: D06 -190 DATE: 05 -23 -06 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 46XX S 148 ST, LOT 3 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: tr Jig [Si Public Works Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -18-02 "PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Fire Prevention DATE: DATE: sae Plannin ivision Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Th rs.) DUE DATE: 05-25 -06 Complete ❑ Incomplete Not Applicable ❑ EfrA9( Departments determined incomplete: Bldg Fire Nt PIngP1 PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DUE DATE: 06-22 -06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( G City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us * Plan ChecWPermit Number: D06 -190 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CCTV OF 71JKWE A JUN 1 2 2006 PERMIT CENTER Project Name: Singh Residence, Lot 3 Project Address: 4618 S 148 St Contact Person: 6-a 14 Gjt noL Phone Number: e 2L4� 1100 Summary of Revision: lJ C6yYtt:h an t- 4' €t✓ C szc 4 ', Nto/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: y Entered in Permits Plus on l t.( f I iIa ' \applications\orms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila I REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5-31-0 Plan Check/Permit Number: D06 -190 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Singh Residence, Lot 3 Project Address: 46xx S 148 St Contact Person: Summary of Revision: 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 Col p e t cer, St2eQ 4 &&. 1 C41_ 72.7 Sheet Number(s): 8 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on tci *i I \applicationsVorms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY TUOF A MAY 3 1 2006 PERMIT CENTER Phone Number: 2 Yyr 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 I 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. TYPE C RigiMA ENT FILE CO - N1 PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME SING +t RQS; d u c r= PERMIT # _I.t�e " t If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Soo o� RECEIVED Mobilization C IT OF TUkWI1A Erosion prevention it 750 MAY 23 P006 Water /Sewer /Surface Water 4 45o � Road/Parlcing/Access 4' /,500 PERMIT CENTER A. Total Improvements t 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 So cubic yards Enter total fill volume 50 cubic yards Use the greater of the excavation and 1111 volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 Use the following table to estimate the grading plan review and permit fee. t//r ° " TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4 +5) $ 34 'S The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (4) QUANTITY IN CUBIC YARDS / RATE 50 or less/ $23.50 51 —100' $37.00 101 -1/500 / / $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 0,001 - 100,000 $325.00 for the 1st 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 an Repair Rate (per SF of lane widt ) 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 %) $1.09 0 -1 $0,00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH AP ' LICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (13+C -FD) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the red/ced 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 exisfng pavement. Use the follow' g table and Bulletin 1B to estimate thep 8. GRADING Permit Review Fee / ■ Grading Permit Fees are calculated using the following table. Use the greater of the excavation gnd fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 $ (6) (8) • Permit Number Dat� PW Development E • r Construction Cost estimates Onsite Right -of -way - 1-4 N A -- Number of Correction Letters c6 C P KI Pavement is less than three years old and can not be cut. N - R 3/4 0,-, Hr- Pavement mitigation fee calculation to k Estimated remaining pavement life %. Charge per square foot of cut $ Estimated cut area before issuance Pavement mitigation fee Transportation mitigation fee calculation (Ord. 2111) Zone Use Unit of measure Fee/Unit of Measure Fee 3 sFR. — - W co a.2,.gi 9 Assessments Allentown Water Allentown Sewer Ryan Hill Water Duwamish /Foster Sewer LID Water LID Sewer q5 ci 9 , 4' 1 Financial Guarantees Performance ROW (150% of Estimate) Performance onsite (150 %of estimate) Performance Subdivision Illumination ( Maintenance ROW (10% of Estimate) Maintenance Subdivision Illumination (10% of construction cost) PEP'IANENT FILE COPY PW Review Check List Permit Number Da42- I tip Project Name 5 rs Project Address Development ' i er 4(€) XY SJ r+i PW FEES AND FINANCIAL GUARANTEES CFR L r3 DATE OCo .or"a 1 S PA P Preapplication Conditions Met / ' Previous Permits in P+ Loco hrAr-osa oaoos - il6 Flood Zone / N Allentown Flood Prone I Water district COD C Sewer district Val V A. r_ Drainage basin Ca \k.c,_ v,. L2 detention i S- Infiltration restriction -x bld9c -is I sr 'R SAO kid as *acsr ,.,4n nt Water meter permanent d WA- Water meter deduct - Water meter water only Water meter temporary Meter upgrades needed: Water concurrency Sewer concurrency SW concurrency Water availability Sewer availability KC Sewer Use Certificate KC septic approval ai Traffic safety study ulk- Technical Information Report - r Al "2 S — os z Geotechnical report av A- Street Lighting calculations A..1 Pavement remaining life 4 / /- Pavement is less than three years old Backflow e-mail to Operation Backflow response from Operations Backflow prevention Water Fire Irrigation Frontage improvements (TMC 11.12) Frontage improvements waived Undergroundinq per TMC 11.28 Undergrounding waived WO Street Vacation A/o Turnover AID Developer Reimbursement Agreement No Development Agreement /✓7J PW Review Check List t Encroachment c,--, Dedication Private road to PW standards Public road Dead End & Landscape Island Hammerhead Turning restrictions Signal Shared infrastructure 1. Grease interceptor Illumination State of Washington current water right permit for wells NO King County Industrial Waste Discharge approval King County DNR approval for connection to interceptor line v Joint side sewer /v!o Water plans ✓ Sewer plans ✓ Surface water plans ✓ Road plans p a- Los _os2. Street lighting plans o Cyndy Knighton N 4 Jim Morrow Pat Brodin Bryan Still John Howat ,'L _ aTi� rn I-A c-w oh ,e2 9, O , obin iT s mak NA- Mike Cusick Building Department .34-- PW Review Check List 3 PW Review Check List Water meter WO# Fee Sheet in permit files Pavement Mitigation in P+ Charged for extra reviews in P+ Completed the description Completed comments Right -of -way Hold Harmless ROW Insurance ROW Financial Guarantee Work Zone Traffic Plan SAO Hold Harmless KC Metro approval for sewer connection to metro line NA_ ye '— N h N /� CITY OF TUKWIL4 Community Development Departrnent Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site address (attach map and Jegal description showing hydrant location and size of main): y6 /9 v gt4/ se/ . n;;1;a��.iO..IrY rttSJ Mr..-I y, � '�i�' k• Name:: Address: Phone: This certificate Is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat Qg Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other f Estimated number of service connections and water meter size(s): #1 ■ 3 Mere— Vehicular distance from nearest hydrant td the closest point of structure is 2 - b ft. Area is served by (Water Utility District): l✓c -. BLA / -S gent Sign:ifure 1. The proposed•project Is within / k L i l it r 2. ❑✓' - 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: Iv it- (Use separate sheer It more mom la needed) 4. Based upon the Improvements listed above, water can be provi4r�eed and will be available at the site with a flow of • 9 8 gpm at 20 psi residual for a duration of 2 hours at velocity of fO fps as documented by the attached calculations. 5. Water ailabiIity: [Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the Improvements In Item B -2 are met. ❑ System Is not capable of providing service to this project. I hereby certify that the above Information Is true and correct. k'.ty rn c ,, r4 —rat. 0 civ Agen hone Z06 — 2.-sZ —05 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district e 1 , 4 _c- 666BBBY PERMIT NO.: _ Date t ' Permit Center /Build111 Division: 206-431-3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 I a) fl lir' t9 Date t -j+P This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." --- soma., (City /County) /D - I P-0Lf A /0 —r t —or Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD , ❑ Other ® Short Subdivision ❑ Rezone Proposed Use: 52 Residential Single Family • CI ;Residential Multi - Family , Commercial ❑ Other t Applicants "Mc -G a r „J sr n lr rf goo 1 too Property AddrgssorApprit dmate l� a. tlon : , T�r�l.otNumber. s ib Pi Sr, "?t�t$#S/ilL,X ° ,Qoy0OO 069f Legal Descriptio Map an L if n Part B: (To Be Completed by Sewer Agency) 1. CI a. Sewer ser w ilt •,- provided by Bide se only to aryexistjng ", size s feet trots the site and the sewer system has the capacity to serve the proposed use. ,_ OR El b. Sewer service wilt require an improvement to the sewer system of. - ❑ (1) feet of sewer trunk or lateral to reach the site; and/or, T ❑ (2) the construction of a collection system on the site; and/or f , ® (3) other/describe): .7.,:4414114, or of f nVlt4t Iu Pity 1yt'�t - rni L 2. (Must be completed if 1,6 above is checked) a. The tester system • improvement is in conformance with a County approved sewer comprehensive plan, e,. , OR ❑ b. The serve system improvement will require a sewer comprehensive plan amendment , • 3" a" The proposed ` project is within the corporate limits of the Distrk *riles been granted Boundary Review Board approval for extension of service outside Ure' District., ,, +t 7 �P c OR CI b. Annexation or BRB akmval will be necessary to provide sgrvrre. r :� , w • , , y x ._ , , 4. Service Is Subject to the following: , ;, PERMIT: $ I ` � a Dlstrict,Connechon Charges due prior to connection GM: $ ' SF C,�S ' ^ UNIT $ • TOTAL: $ / (Subject to Change on J_ a pp ; King'Couhty/METROCapacity Charlie: Currently, $4136.8�3/r equivalent, will be billed directly by King County after connection to the sewer system (Subject to Change by King Co/Metro '. , wlthout'notice.) N, i+ 4 : , , / ; b" Easements: ❑ Required - : Maybe Requld' ' '` ; .. c. Other" Ckar to b4 al �' ,May be h+►n rd ` a r � w+t o f c-04 - wwrn,NC TOWARD A DETT ':vrAONl. flVr "' r- 41-7,-: -- . ���� i SERER. DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability I hereby certify that the above sewer agency information is tree. This certifidafon that be from ate of sign /lam j er Title 14816 drift ' • Road South P.O. Box 6e00 71,1411a, WA' 08168 Phone: (206) 2423236 Fax: (206) 242 -1529 OR D Certificate of Sewer Non - Availability d for nate' License Information License SIDHUHI980NO Licensee Name SIDHU HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602228341 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 4224 S 148TH ST Address 2 City TUKWILA County KING State WA Zip 98118 Phone 2062441900 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/20/2002 Expiration Date 8/30/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SF7678 09/01/2004 Until Cancelled $12,000.00 08/30/2004 #1 CBIC SF7678 09/01/2004 Until Cancelled $12,000.00 08/30/2004 Business Owner Information Name Role Effective Date Expiration Date SINGH, GURDIP PRESIDENT 08/20/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SIDHUHI980NO 06/22/2006 x x x x x x x x x